Loading...
HomeMy WebLinkAbout6450 Beverly Hills Drs 3 �t- rn L0 L0 0 _ Cr 0 00 N J Zt" O I Ln rn v v to 0 0 Q M 0 J O N 0 I L0 v Ln i 01 a N 0 CL N E v J y E2 0 U E? U y 'o U la - CD tp J ti CD rh N hi 0 0 a CV cV O M N v 0 m v cn ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RIND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y. P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise CIS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. IENN/�Ra�� 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1- - FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 _ ROOF FRAMING PLAN — 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS _ -- D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS ------- ---------------- ----------- PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL ------ ----------------------------------- SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 I 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. � C j 0- 14 2QZ2 N J) c-a � t A CU O 0 ® W N N 0 N M NO � `� t Y r •y �A y't 'PJ F'.+ 10 STATE 3 �ffe��r t i N A � �'►4, 4"ImR1itill" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H 10 tE /W �^ O OM 8 O (V J C', ID ' O # LL 7 rI7 °D 00W °- W cn r-- r Lu M � fA \ J LL LL rL Lu 14 '@ O (O M J W 05 T d¢a a LL Z N C, Z 0' L0O O U V -3 Z ❑❑❑ W M Z � o o Z $ N Z e �a — d N N WL/) z o f6 W ° V — � O LLJ o t/1 �Lf) F-- U) U J x�W 1 °I II I C) 0 w o r` o w co m z ¢ o Z � J LL EE E O CJ w Q O ? N 6 g Z oCKS a 00 I— CL KO O Q 0� Q C:)E CV @ N It <Z ao wz " fQ U)) _ r m� °O , 10� Z dO Z ow o O w 'O a� 0¢ °3 o T > LO Loco jA J m �-- 00 c J T T CY U o /o \Y\ /�yr'� W m 1 }J T ,}d d- S3 O LO 01) � r cN E m N '� � � w N o Z Z E co a. E io U � Q o o JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. C S c+ a rn LS 0 Cr V) 0 00 N 0 J 0 I rn Ln to 0 0 .n Q 00 04 J `cF a I L" 0 Cn a c Q N O 0 d 0 rn E 0 C J ti ti in U 0 0 UI N 'o a U z Y O v O J C c d H.B.+ 65-0" O A O S3 EGRESS EGRESS \ I bwr ` 00 I M AC PAD ----- ___s;P -- �.,a FIBERGLASSo I M �\ ae : as WSURROUNDArnoR NG G �'� m I TYP @ 1 ■ \ 1 � I --� NI LEE '� 00 i TB � STORY \ 2'-0 _ 10'-4" 10'-42 2'-4' 105 5' 00 o' OP o \ RX0 N ` 2„ _ ... T 1 SI K w/ UISP -� I rn PAf o CAFE \ NWJ J U �- D.W. 1 0 0 I 1 0a _ TIL i T I BEDROOM 3 8'-0"CLG. ICi 8,_ �� C G. �- - , �W A 60m O "'w M VAULT. CLG. CARPET Q > L-____-J _____ - T I BEDROOM D R OOM 2 CARPET TILE o BEDROOM 4 - !- v I C------------� - --�- 8-0 CLG. =o �� z l 6`� 8-0"CLG. o -- OPT.I I CARPET o N rn� �_ `t' ry CARPET I REF. I - �- I _ I 1 B.F. 77�5068 8 B.F. 4'-0" 11 -73 s 8'-8" 54" 7-6" 6'-10" 4'-7 1 N Zo -------R&S M r - - - - - ---- V R&S - --{ - - - HDR AT T-4' i 23'-8" 310" 7 8, 7 = VAULTED CLG. I I �`� lO3,4. IENTRY 8'-0" CLG.2:12 o ti _r- 1_6a 9.4CL fn OM 1 FAMILY RM t - CD T '- N I 9'-4" CLG. 1 CARPET O C> R.A.G. (3) 2x4 #2 SPF w/ 1 1 1 K DTT2Z @ BASE C D S3 9 - - EO I I NOTE: FINISHED I I 0I�� 1 1 AHU $'_ " C 'G. ---r fIN - 5I I WALLS TO BE I FLUSH. VERIFY IN I I I I ILE I• ! A S3 5'-115" 4' 0 I OPT. D OPT. � I $t Q cbl 17 FIELD. I I I I I I T TYP @ 1 STORY 1 ; - -_- ---_ - I I T_ 11 1 1 I I I AL G ERGLSS () xwSURROUD R I ILr�f p Oo II I N S3 DTT2Z@BASE ---__---- 60"x36" HANSONN Q I I m SHOWER d " A.F.F. K a, I wI I O II DRYER VENT T S3 I > I I I I THRU ROOF EDGE OF SLAB 2" I p I I I I I t tZ z 3' 10" BEYOND WALL I X I I 1 q 3'-0" i ILU 1 T-8" �_ - 2668 7,_8" 1 20' _03" I co Vitt Omu) _ .. --- 1 Mw T 2 CAR GARAGE ni - kA111 - -r� CP &b OWNER'S SUITE W.I.C. ;2-'� 8'-0"CLG. I I I $,-0" -� CIL o, 8'-0" CLG. B o0 - -- 8'-0" CLG. I I BUILDER TO PROVIDE 2.6 APPLIANCE PROTECTION I 1 1 I I I I CARPET 1 E CARPET I TYP @ O WHEN REQUIRED PER FBC I I I K GARAGE NE 0_1 W.H. VERIFY LOCATION iv ELECTRICAL PANEL LT-_--_-_____ I S4 OPENING I 6"DP°' R&S 1111111111111110011.0" 111111111517111 7111177111111111111,111111111111110111111111 111!tII1111111111 11ILLt- r.TT= Tr VERIF METER LOCATION WITH BUILDER 15'-0" + H.B. 3'-0" 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25� S.H. 13 20X38.g 182^,31T S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18.1 X 62 S.H. 16 20 X 72 1817 X 714 S.H. 1 H2 27 1/4 X 26 26 X 2512 S.H. 11-13 271/4X38 26x374 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 1 X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JZ WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 621 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. TIE WALLS TOGETHER BY ROTATING Efl BLOCKS EVERY OTHER COURSE 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 Indwelling 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 ni 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" AO +29.7 / -32.2 © +29.7 / -39.7 OE +26.6 / -29.1 0 +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND 1111111111111111 • TYP. 2x FRAME WALL 11111111111111 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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 PLAN - A 1 EXT FRAME 2 x 6 R-1KRAFT FACED FLOOR ELEV CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=V-O" (GARAGE / LIVING) OD O sxCJ X ' CM "10 rC7,tAl r to � ttf `em u ) CAS Y �- �� U O - > � LLl N N 0 N oo,ellt:�e���d°r M L>•��'Ie�t o A No E/87'a'0 i it s �' STATE OF 'e c?°.'• OR To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W v E r- QO N Xk CM v 0 N 3t LL W N cn r; Q n LL W a � m v a Y vi tJi a 5 0 1 3 t '6 C8 - 0 �- � (D �.�Nm a O _J Win�O�jO1 Q a ILZ �, a N MZ =cn Q 0 � Z O U ❑0❑ W M Z 0 0 z 04 z e o_ N Xw 1/ O W o c w C/3 U w J F - E 8 I '.. U =O N Q Y 0 O w < > p . zZ z¢ J L.L E mo os g Q O ? z® oa I_ io X 0 �¢ 0 o, o E O r0 L �o wzz ¢ az �w c o Oz Y m O � Z J a' <z Zz u� 02 Z 500 �W U w� <o =K �_ >O o C.0 w� a r c .0 r `` > Ln J 1 n L / LO O m �-. 00 CID N ^' Y CT Y W m }+ N O LO N Q T r M ai m yT N 00 iri N d Z Z :3 E co m a_ E 0 a U Q 0 76 c � JOB NO' 22-02401 SCALE : AS NOTED SHEET NO. 1 1- -I ____TT -7 -- - -I- i SJ' a v cn� 0 00 N 04 O I `v t) 0 .a Q 00 J O N O I L0 Cn _ 0 a 3 Q CV CV O FX 0 E 0 v J N N Tr 0 U v c v U N 0 U z I O V J ID LZ N C14 N a 0 cV 0 M N N ci 0 m 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / v/ w X > / MEDICINE CABINET 00 O0 Z OO Z O N co co co co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt- - N FIN. FLR. KITCHEN KITCHEN I I I i I I I I I i I I I I I OWNER'S BATH 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 ROD TUB OR SHWR. TOWEL BAR-n�—�--U a ON BATHROOM WALL SHWR. o VALVES w o 00 1 C° SOAP 00 C) DISH v I o _ 1 1 o I M M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 F- MIRROR i� O i 00 O M OWNER'S BATH BATH 2 O r0 O e0 INTERIOR ELEVATIONS_ , 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 BRACKET 36" H BASE o o FINISHED CABINETS COUNTER TOP 30" H BASE _ C° O 1 CABINETS 00 00 00 U— rIN o 1 F-- I `1 �n 0- 0 1'-2" 2x T a LID 00 FRAMING- I M - 1/2" GYP N I N N BOARD -1 FIN. FLR. T FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" C) c I'— L O N .. 02 >y wf��� f;] D U) ^` -71 �>3 L fd an w � r Q S 0 V C[ W'.. CV N O CV Ch L11H �y,h ddd o Ng7ET8750 T a ; XZ 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N F' o f Co Q O M r- 4t N 0 N J N LL U 0 m J � u7 M fnhrZ �O LL W 11 N 0 CL — a3: �LL� Wuy Z �a� Z o N cp Y 0 :01w�O�jO� ¢ Q a Z 00aNiZ Ito O LLW IL Q U —j U)Z OU W ❑❑❑ M � Z N M M 0 � o Q d N N M z p = 41�J' c �7 O T C/7 U0 0 LLn o to �� W 8 sir J 0 N Q 0 w Cl) o z �J u s w= _� E 0 ° _® C6 I_ fp '0 X O U O 1 U C:)a —E ao Z C:)(6 a� w zo w C/) C 1= or mo °, J yo a' ¢W zz rn oa z no CZ 5 4 a N W W W <o w >° o o Z 4 O C o r i ` > Lo J 0 m ,--�LO CU CL ~ (o M CN r T U �/1 QCr) C14 r C) ai N 00 j6 N o Z M Z E CM U tl co U J Q p J JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. 2 12 5� N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 10�1,01 ------ — — -- -- — — — — — 1' 0" 0000FF7 00 El Ll Ll El El FE7 FE-1 El El El 07-11 FL71 FE-1 1:1 L71 -------- -- 14'-0" RIDGE VENT 12 5� 12 �5 HEEL --- 12 5� F4 — T.O.M. HDR HGT. I TEXTURED CEMENTICIOUS °O FINISH ON C.M.U. '0 (TYP.) J ----F.FL. FRONT ELEVATION - Al 12 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - - _ T. — — — HDR HGT. TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS 00 FINISH ON C.M.U. FINISH ON C.M.U. -p (TYP.) (TYP.) - — — — — — — — — — — — ---------------------------------------------------------------------------------------------------------------— — — — — — — — — — — — — — — — ——— -F.FL. LEFT ELEVATION - Al 114"=1 '-0" M REV. 09.24.21 ,. c C cm i ) x 03 U_ r R, a� r, : W C. L! -< 0 Ji 7 > 5 40- LLJ N N 0 tV ,1• M N • P 7,8750.• ` w n= �• STATE OF •��» rrr` /C) 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 10 W acs r vE 00 �° � O N N D J LL 0' -0C � J 7��, N it LL W yy�� //N '2 -O J W a. N O LL a nJ LL LL O a d' O z 0 W C/5 C� Q Q Q z a N M Z 2' D O Q U -j to O W W ❑ ❑ ❑ z N fh � O O W U) M ' ^ vI rn� 62 �✓ O L V W � OLU IN v ' o Ly N � O 3 (n Ely d° U LL' e m E L m i z r N U O 0 C � N Q O N �� O z M M y ¢ o U- E Q E �� oo ? Zo ¢� Z® Da cu F- t0 _CLaQ O o M� R 0 wo UO a U o� az cli i ao �z m� Cn C OY 10 O, z W a� m a z O�J pp - do W a 3 LL w O0 "z J 73 =r > O O V w zla < C 0 1"' ` > Ln J ' n L / LO rn m W CID CCU/ Cr 0 0 `1/ 0 MT O 04 LO o Q T CM m w 04 ir; 04 O Z Z E M (n M t a U Q p -j JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. 3.1 I I iIFT-W—I I--T 1 1 o, 3 a rn LO Cr v V) O rn N J O I N Q O� iu v cnC7 a 00 J O N O I v / rn C 'L 3 Q cV N O / a E 1-2 E 0 L C N a r7 U O C O VI U N 0 a U CL y I v c 0 •O O tZ M N a� 0 a 0 a N cV O M N N N 0 0 V) Q to O O 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. 12 3 TAB SHINGLES. ROOF 5� INSTALLED AS PER MANUF. — SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.0 (TYP. ) 15'-0" RIDGE VENT -EXTENDED OVERHANG TI BE CENTEREE ON DOOR )II 12 5� 4' OFFRIDGE VENT 12 �5 T.O.M. HDR HGT. -----J---- F.FL. REAR ELEVATION - Al SCALE: 1 /4"=1'-0" 14'-0" RIDGE VENT is 12 �5 RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 ® N - ?< O® (E U ® � ax. L11 , 7, y ~' �a L) -0 d - 0 m y � CV N O N N .... � ; �`�CD�O �.; •jr8 • '��F• . U C 1%1050 ••' �' •4/ STATE OF T` ��''iFFiibilbb� 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 LO W Q v EE c� - it O 8 N NIC-0 N N J LL 0 O C �' �7 :n .12Sk LL W y N� Cn r- Ni a LL W d C M ! a Y LLLL a. WJ@ 13 0Z- 0 .y : o O~ w 5W N CD UL J D MZ M Z .NONUv� O z N M O 0 z ¢� � o Q J n N M z _ o � to r1, O,^ v I LU o F— (n U J E L O w M Cl)�¢ o z Q U_ Q E 8cu ,j dN za oa 00 XOU U aF p O� O N dz o ¢p a Z �w L rp Z$ = Y m� D Z , - J 8 >Z r) N2a <a- zz g Q w a0 mF W � -Z d Y r E a 00 ao 0. 3 C V T `` T li L6 J `A) LO m ^W\LO F 0/ 04 Jt T Y r U o m m a--+ r +-I ..1../ L CF) < I— CY) ai m C � N vi N o Z Z E co y C r_ a. EE - U U.I v Q 0 v J JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. 3.2 rn rn Ev rLn Cr 0 00 J O I L0 Cr v C/) -12 00 J t L v cn� rn N O d E Cn E S `v J y N U 0 UI N U N .a i U CL i z Y c O J N C-4 N N 0 CV N 1-0 to N v Cn Q m o 2" 1„ N iv 2" N 00 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN- REQUIRED BY COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" > 2- DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING 1'-10" r^ N o M N 3z, 11" 32 1 r gr, 12' 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 21„ z 12' 1 1/2" RADIUS 2 1J2" RADIUS CAP RADIUS 1-54 M VARIES VARIES VARIES VARIES BASE Cl) = N N f T CD � CAP c� C° 1rr 1„ 1" 1" 1„ 11_01, 1r, CO N BASE 4 3411 4„ �ilv Ta raet 1„ 1„ fir, 4 4 4" 2" �---I N I I e �� a0 �N 3" 3„ 4 4 MI� M� VARIES 1z' z' 2' • — 1 N _ 2a • 1z, io 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2' 2" EDGE OF OPENING 2" J 8" 2" a' 1,_4 k.1 O N w > 1-1/2" THICK w > 1-1/2" THICK 21r1 4 V uv TM 4' 1„ 2 - CV 10" 10" 6" jl-rI N �� co 6 2 , 2„ iv co r �IN M M J2"4„ 3 214" T 00 IN a" 1'r 2" ryw \LL 1-1/2" THICK • 2'-4" 1, 4„ 3, 12 Q� • r �!r o 22r, 31' M TM �ri 52 1 5 52 51„ a I 3., �� i (y Q 2, 44" VARIES VARIES VARIES VARIES 4" 8� r--------- 04 i Cv 00 R6 ' 1,r 3z 7ENLE b RAGE DR. OPENING 4" - r;0. YSTONE F11 OPTIONAL L 3 [3- 3 4 FKE " WINDOW OPENING 4" �34,171 NOTE:INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" _ (V R44r 2 41 VARIES CV f 1 " d' o o �r MMr O NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1 r_4„ 10„ 11 1� 63, 11, a a a o CN00 N 11„ z 5" 424 1'-1" 5" _ �o co N1 N N N� M � - GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH > i ® r o J_ x s � 7 CO :.r7 O O U p / r> GV CV O 2! M CV •ENS ` °pal ����• STATE K:+� OF 1. 1�' � ."• °�✓,�,�R 0 R 9v.•'7 F'•` ae. NF EAlj'R a$��,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H w Q d E 00 O M 8 U O N N 1,0 JLL G 00 N #Wa 13 n_�� M0LL O_ j- 0 Z VO j- W LLZ� IL ?LJWYL(WOC '0 0 O a ��: NM Z af w O Q U= CD J z W OU ❑❑❑ M � Z N M 0 00 Z � N Z r` d J d. /, • w ! �li1 C o 4-1 C-11n, W N It O N t/1 W p c � tlrO f6 r-- U W J - O I 6g L V =O N CO O O (♦ co M M z o w z � U Q E E o0 o oz zza ¢ ?o O r0 K O a, Qz 0 OU ❑z wz N �% L 0 ¢ ❑ m 2 z =:,N U3 � O J Y "m 10 ❑ 1 zz ¢w rn a z z Q Cj o< ao ao nw all= az r O co Jz w ¢ d 0 V �I¢ ° 3 C •0 T ` > Lt7 J ' n r / LO m � Q L' F— 00 \C/ G =3 T T Y r U o 0 `1J m 00 T 4-1 +-1 O (� ) I � ) LO E m E 00 CN N y N o Z z E Mcc E a U Z q p � JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. F1 -I I iT I -i o l� I i - - - — t - T T 11,r I, : IJ1, 1 -- , I - - — 3 v Q rn L0 to v C Cr 0 00 cV J O I O� L0 v r 0 Q tb rh 0 J 0 I to L0 ;v 0 cn a 3 C a CD i a a� E 0 S 0 J y E2 0 V v c -) c)I L) U 0 a Z i z I 0 �o O J LZ CD 0 CV N 0 0 0 a N M CV V 0 to a CN ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14, Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET 9251 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN ;O P. EXHAUST FAN/LIGHT COMBINATION BD ELECTRIC DOOR OPERATOR (OPTIONAL) unj CHIMES (OPTIONAL) ko PUSH BUTTON SWITCH (OPTIONAL) io PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN �127� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 01 #12 copper to 20 amp ckts 50 AMP/ 200 AMP 10 #10-2 Copper to WH 01 #10-3 copper to Dryer MAIN 0 200 amp 150 amp UNDERGROUND IDis POWER CO. FEED INTERSYSTEM BONDING or 4/0 SER Alu 4 Bare Cu Ground TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 ��J// CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV.04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 'ItVTR V IL � 13t�, C PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS • • PENDANT PER S 'A • �u _ _ I;� r i Z. PT. ►• •yl. U.C. OUTLET ROUGH -IN FOR FOR DW OPT. CLG. FAN/ LIGHT PRE --WIRE FAMILY RM IN, C.M 1 � itu S.D. ,,) IN, ROUGH -IN FOR \ OPT. CLG. FAN/ \ LIGHT PRE -WIRE 1 OWNER'S SUITE I I ROUGH -IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE BEDROOM�� ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE i� 12 I BED�OOM 3�� J J \ � / CS. C. M r_ 11 IT B . WP GFI _ I _1 WEA I M\0 FM EMIFE RECEPT. FOR ALARM SYSTEM — GFI @ 44" A.F.F. _ — \ F — — — — — — — — — — — — I 1 �� I I I �\ - ' I ;GFI @ 44" � I A.F.F. I GFI FOR GAR. DOCK GFI I 2 CAR GARAGE I I I I I O I D VERIFY LOCATION IRRIGATION ELECTRICAL PANEL c—, AG_ @ 44" A.-F.F. VERIFY METERGF H.B. LOCATION WITH BUILDER ROUGH -IN FOR OPT. CLG. FAN/ / LIGHT PRE -WIRE BEDROOM 4 ENTRY ELECTRICAL PLAN - ELEV-Al SCALE: %4"=V-0" o c I' ® ' 1 (' N ® I-r 'w a� N 1 j) 0o > > a- O W CV N 0 N M CV �`,`,6S892dnid/ G"ENS'.. ✓��5�. NN ". N,� N E78750 STATE OF ; C' P, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 011 0 W V E co a o N O N # J N J 11 co tvco o � 00 0) �k L 1 W � a- N r/5 l� LL u-I aM OV t L .e t� " ° of Z_ `°Z O oi­-L 103 Y�o Z, F, N (D LL —1 cc W 05 d) (A ¢ cc Q a IL N Z O U U W ❑❑❑ V M � Z N C] O O C. Z W N z o � Q ? J a M N z U ¢ � 0 'rfi• 4­1 LU o .� V Ow N C N r— cn U W — _ E m L 0, U) ®0 Q N I� ti o M w co I ¢ o Z 14 J Q o 1= 5 � j oz < � Za U Fto(6 —(D x � D a 0 O¢ Z o [V t a <� woo <a wz r� _ ¢ m0 r (/) � o "m Z r Z J aQ aW z rr7 U) Q O LL ZG oU a �w W ¢g <2 =F �~ oz =3 >O o co w¢ a N _ �L J LOrn � to Q tto 00 co CN U //1 W tb I\ }j ` N o Lf) M � M r ai w N 04 N o Z tEo Z E M to a U _j Q p JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. 4 T]fi__._ - _-_ ? �- :r i i a rn L0 Q 0 O 00 N 15 I rn LO v vV_i 00 04 Lg O I L 0 Cr Q rn c `o Q CV O C a E 0 m O `v c J h tCL U v c V yy+ N .o U d GI y 0 v 0 J ti ATTIC VENTILATION CALCULATIONS - Al (TRA) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 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 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators Vent Amt (Must Provide Upper Ventilators) Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.)(Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided SPACE SQ. FT. SQ. IN. of by Upper **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SQ. IN. of SQ. FT. Total SQ. of ventilation to SQ. Ventilators IN of vented IN. of of SQ. IN. of (Values to be verified with Manufacturer Specifications) . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT . ventilation vented be provided (See Elev) soffit ventilation Ventilation Ventilation . SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. required needed required soffit by upper • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators *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 SO. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 29 1 Floor 2373 2278 325 1139 81 570 573.0 (Zone 1) 435.0 138.0 —NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I O I M I a I I ZONE-1 co T 3'-0ATTIC SPACE ' � 2373 SQ. FT. I I RIDGE I I I I I LLI ( Oa O I I y/A U) I r I I � � I I RIDGE 154 RIDGE VENT I Lu I O :12� SLOPE �`�Fj- T LU I > 14'-0' RIDGE VENT I u_ O O RIDGE I I I I I I 5:12 SLOP I I I LL1 a ' I ' �\� I N I I I I I I I I I I I I I Q I I I I ROOF PLAN - ELEV-Al_ SCALE: %4"=1'-0" o, O N O ® a )< Lj Lu r+ yi 8 . v y 14— _' .- 03 N +,; .i /®L-� (r -A 0 70 a ... 0 W CV CV O CV M d�99;16bI3iFaByA, CV LE L ..E •• No ' STATE fifflimill % 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 h W �E 1� ao C$ 00 (No N N m � � C °' W Vi �rP-�� - w a a� M v LL a Y L a _� Z fOgO'_ Z O O~w L°o IY 5 N co x O W (1) +f a. � • Z of L O M IL ILU N O U U) Z Q W ❑❑❑ o g N n � Q � d N N M to zC3 CD 0 d-1 U, t'6 w U L11 J L = L � z• ff O N c U) Y �Q Q N 0 O C J w Cl)z Cl)o Z LJL.. cd-E O �- E � p LLD wz } •- Q N z® ow a� U N _Q a> 0O 00 �UQ C� O G O cli o <o dz �w >_ (O ¢o m� O C� wm ZLL N J <° Qw z 2 N { 2< z6 g Q 5 a �z w� - az =3 o Mja w �O 00 cr z a i N T Z > Lo .J 'n L ! O m /1LO L_ 0/ Y Y T � �/� mil./ m m � Q I � � mot' N O L o M T iu m N w nl o Z z E M a U J Q J JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. 5 7F_ JIT—r- I c c d A H.B. TYP @ 1 STORY S3 U.N.O. I ■ ■ ■ ■ ■ ■ ■_ ■ ■ ■ _■ ■ ■ ■ ■ Ile, r o 0 I o 16'-0" 2-94 6-10".' 0'-01, I ■ — — I bo I \ SINK / DISP r_—� — — —r_ }I bI A D.W. I III 0 II III I :: I} I S3 c o\ �, IIIL_JLJII I L--_JL� _ =J CHASE TOISL.� D _ I( \ } I TYP@ 1 —�— — — — - — — — -- —� — TII4 — —— — — IN : — — — — �— — — Ji% I t — — — — STORY U.N.O. STEPS AS REQUIRED PROVIDEI%"RECESS �� CJ L— ----_—J CJIII OPT �:T -rep FOR SGD. REFER TO III REF. I:: CJ;; ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. CJ—III I ■ ::.' :: 10'-104" PER FIELD MASON'S SLOPE FOR KITCHEN ISLAND I II I' '10 CONDITIONS I WIDTH �I� LOW WALLS " 4'-0" I 16-10" 12'-10" r INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM — — — — — •— — — — W/ (1) #5 REBAR VERT ABOVE SLAB ' TYP @ ALL PLACES SHOWN I &0.-0. TOP OFCONC./PAVER T BE4" (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED I BELOW FIN. FLR. ■ 4'-0" 4'-4" 4'-6" VERTICALS w/ in W/ 25EXT. ABOVE SLAB 40 HVAC CHASE " " � � BASED ON I STEEL" Y2' %2' SLOPE? I FILLED CELL PROVIDE x 9 LOCATION \ RECESS FOR FRT. POOR ih I L o \ 2'-6"x2'-6"X1'-0" FTG 'r' �� 25'-1047 9'-5si' tza 128 W/ 3 #5E.W. O 4'-4" :n \ 0) . . . . . . . . . . . . . F.-7 I 7..■ O Ci Ci (2) #5 REBAR CO TYP @ 1 STORY S3T I S3 CC I U.N.O. S3 VETICALS / in I "ri I AHU I F LLED CELL 2'-6"x2'-6"X1'-0" FTG N : • I : _ �._ _ �� W/ #5 E.W. r 3 -5 -1 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. G �._ (3) . • — — — — _3� ,T,a (2) #5 REBAR S3 L_ J F SLOPE . � in VERTICALS w/ in FILLED CELL I I : I I I I IOPT. VV I : — OPT. D ......... �;.. ................. I II L _ J ' ■;. :::: — J ........... _ _—__.__.—_.._� (1 CY): 5'-3" 1'-10" 3,-6„ 11 O LN _ —J- - CJ CJ + — CJ q 3-1/2" MIN 3000 PSI CONC. 2'-734. T-10" 1'-I'i EDGE OF SLAB 2" T SLAB FOR HERNANDO : BEYOND WALL N COUNTY ONLY I I K J 3-1/2" MIN 2500 PSI CONC = `r) SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER f 35'4" • - 20'-6" ■; 10'-0" (:: BUILDER TO PROVIDE :: :: APPLIANCE PROTECTI N (2) #5 REBAR WHEN REQUIRED PER FB VERTICALS w/ in 4'-0" 12'-1" _ _ FILLED CELL I CO /�W H �� VERIFY LOCATION i ----------� --- —;-%-- \/�--------_j'•I —f�--ELECTRICAL PANEL +-- --------I 11701 1'-6" . 5'- A S3 TYP @ 1 STORY U.N.O. 6'-0" 3.2 in N-Iffil MIT= VERIFY METER LOCATION WITH BUILDER 6-0" } H.B. T-O" 15'-0" �. FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w En w 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: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25"'. TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" o o N 0 (7) 00 0.. itA f•lo} \2 L D t_ - W.- <__ L ,n 0 O >:50- ®W N N (=3 N N 0 11 E Co • " +rw �•.. STATE OF .A • ,1 'b % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W n v a E o A O N N # J {` N D)LL V J y W 0 7 ao N ik LL w n. H U) r— r a J w N m y LL a �[ Z ZO5 J 8, in C ;3;a Q a Z N MZ �cn O LMLW IL O U 0 _j Z W ❑ ❑ ❑ CD v N M 0 0 z —o Q 0 N E3 M V) 2: (fir (' o V! o LL (j)(0 +-, w U 01/^1 W o W J 1-- _ E L I L w U u) ° Q � o IO O w Mm M o z z Q E E 8wz � o_o � 's Za ❑a N go XU F UO �U O O o wo aoo ii z o - cn C: m�i o o' - a=i '� <� ¢w �z oOG�U �o Q w LL a m w ao r� O �w =r 7 O O ~oK ZQ a F o- Uri C .0 r N j L L / O 01 �1 cu I— L 00 CN � O `lam /•T/'� W :bT }J C) LO M Q CN r c ai w N 00 � N o Z cu Z E Mcc a 0 _j Q o JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. 6 If1 � 11 TIFIf i l l - - — - - - - --- - --- - 1. I..J -III'I.�N—i.V::W�r,Ih.4_l_7r�--r--.-. � ENGINEERED CLADDING W NDFPRESSURES AND OSUUC ONIS FOR MEAN ROOFOHEIOGHT <T 5 ftND RS HALLOWABLE JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49,57 -49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 60.99 -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: Y16" EXP. 1 (2Y16) or %2' EXP. 1 (33/16) TILE: 1Y32" EXP. 1 e2/6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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. 3 a rn Ln v 0 00 GV 0 0 N 0 I a rn L0 LAB 0 N 0 .L] 00 N J N rr L!i O Cn .d Q c `o CV CV N z- E F� N E v N N ti i tiU+ U 0 0 �I N U N i U 7 a. L y ,C 0 U J r7 CD N N 4J a 0 a CN CN O M CV N N 0 Q m v Ln a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112' B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d R77A 1 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" 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 3 112" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 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 wl 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 & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (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 (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wO INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER —I (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" C-4 - O a7 0 ® CCi 1 p Y fs_ - ' v_ a� .: U) s^ U N `f .. K. au 7y U O < 1� ®W > `0 "JCL N N O CV � e d��yy .. ....... i� o 14,3 . N ox? a �CA.s '�.. STATE OF R To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N $ W v E ti Q o o ` , C7 N co N 'U J N 0 m - -, LL 0 ?SW, N �k W N U) -Wa u 0)`N' � vi U)i J LL LL ° LU 3: 103Z ol Z O rn r T O_ O~ W 7 � N CO IY O J W ��°'°' a N IL N Z 0Y D O Q V 3 8) Z O U W ❑❑❑ Z N M 0 00 Z a°Do Z o ¢N Q � J � N N � /� M V ! 4 4-1 c—f:) ® U m 0 ua o0 IN Ly N G W J "" r— — E i L = w � Q N �� O c.0 w co w ¢ Zz _ Q- E O z o oo WF o <R Z® uu V ¢ c) f— @ xco � U ar �c) OQ o CV wz ww r t ru o ao mo (a V) o� O ~u� zF m >z �z Z Q LL a Ow W �E w� �3 >° o Co a >Lo IUD � N m 2 1 - 1 Q cu 0 w mac-/ C j TCr T Y0 — o (.0 (C) Q1 04 O L( ) 0) Q 04 T ai m 04 00 y 04 o Z Z E co (n co U Q 0 -I JOB NO: 22-02401 SCALE: AS NOTED SHEET NO. 7 c. _ .. 11j 11 I JIISIi.I !N I 3 Q LO 21 1.0 cn� 0 0000 0 J CV 0 I A E5 <c 1W rn v7 21 v t 0 00 M 0 J 0 I rn Cr 0 m c 0 3 c.� 0 N v a E v 03 W E 0 z v c c N ti V v c vl U a� 0 U / v O V J t7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed L1180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS UV 110�1 lu�q I I IN111m, IZ RMIA Koffm kmwj LWJ LIE I 1 0 1 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T FORM & GROUT SOLID N J `- U �0) #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. i =N,I I T FILLED LLEDW71V/11IVIV F =FILLED WITH REBAR#5(1) Mw. AT Q'D (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED R =RECESSED CLEAR STEEL LINTEL ° QTY. OF #5 O d REBAR @ BOTTOM ° OF LINTEL CAVITY = a M.U. #5 REBAR AT TOP - ta w d° d MIN. (1) REQ'D <'j 1-1/2" CLEAR 8 F 16- B/ 1 T a z a A dQ < 6 z GROUT ' `\ ID 1`1 O tNOMINALQUANTITY OF d 5 REBAR AT - N ~ ¢ v � y Lu C.M.U. WIDTH AT O BNTEOL U) TOP LINTEL CAVITY o° x w NOMINAL -'-*-BOTTOM d ❑ ir d o z HEIGHT REINFORCING ¢ a d Co Z =p 7.5/8"ACTUAL PROVIDED IN Z LL 6 uJ �^n 8" NOMINAL WIDTH LINTEL Z< a wi ?: , #5 REBAR AT BOTTC (VARIES) <n u, Er a S V AS INDICATED MATERIALS cii precastTntels = 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. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" o z wa CIS �o a= oil CIDow 'T o w1 >L J L / C CD �1LO i� 00 G J T T TM o N �/� ^ L Q L Q M r ai m CCV 00 N N o Z Z E Co cn E cc _ a U � Q p� � JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. 8 3 rn LO L0 P 0 c 0 00 N 0 N 0 I N T3 Q Ln L8 t 0 N J 0 v 0 LZ N N N 0 a 5 a N a C N 0 0 v v N 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 CA-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. IN I A BUILDING I T COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING N ANY PART OF WALL ENCLOSING THESE THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 _ MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1, THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PL F APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 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: 3.3. 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 LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 y" 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingq all risers and heads be installed V-0" building spray shall not within of the side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C?ncrete overpo f and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE 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 9x7 +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 1Y8" 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 Y8'. 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. > _ ,O C=- r a U)o < 1f =1c t >> iL 0W CV CV 0 CV M �SR,;lt►444Ll�Apf�sdA c� < D • A • � r NC 7v7�v0 •.�� m r• S TA 1 .E OF • -+W� I ON i ( lA i El;ta 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. MCD W J v E00 (O it oN (V K co,M op J C O C Z J = f W N* LL W h �nr`- W a N C:)a - a ccLLii a- w J 7S 0 N S S F- t Q O w J W r a ¢ d ZOD a Cl)Z K LO O ZO N Ca.J U L) W El❑ ❑ zM N M _ O o z � N z � � J U) V) M z LL T (� N w � U O to �N C (� r--- CO U w m minF- J E �I L G U o N • � � wQ �m o w Cl)zo z z< � J Q C N o 0 < N o V wz Z® oa i- - O Nwoo XO 0 �z 00 0 0 az ¢om� _t O no < Y F p 0, a� -t i m < z < w z z Cn N oa z a0 w� 0 w ONE QEms �0 o cfl w� _< 0 ° c .2 r > Ln LO L0 iu m CU i 00 co M N N � r T- Y T O W m }� QI O N Ill) N T r M ai m w 3 00 N N o Z z E co v; U) M a E U Q p c JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. SIN 7 a rn LO v Ln� 0 00 0 0 I N J a LO LO v 00 J 0 I N LO EID cn� 0 i 3 Q N N E co E 0 N J C0 0 U v C VI 2 .2 0 d -0 a z y I O 0 0 9 2 t� N a M a� 0 0 16 N O r•y v 0 z 0 W Cn -v v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ::.........::::::. "I.....................I...... 1 ..� ............................ ... �.........I....�..�..... 16GAxl-1\2" LONG (3/4"-1" CROWN 8' 1:: MAX—. k 1 STAPLES @ 6" O.C. VERT BETWEEN . 1. 4: 1;::::::::{::::::: 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** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" Q - STUB -OUT FOR 1 '_0" o LO GAS METER 0 o _ � U N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1 T-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. 1T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIJoistBacker Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 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 1/8" gap —I FILL CELL STD. 90° HOOK BOND BEAM w STD. 90° CONT. #5 CONT. #5BAR >f HOOK BAR SIMPSC w/ (22) NAILS 1 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW i FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max }Small gap 2" min. • � 4 max. Clinch nails - when i possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange joist. - Birdsmouth uth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building ---T i1/16 code for appropriate details in One 10d box areas=20 of high t4 or-20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 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-t7 Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-$d BCI 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5 8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d' 3-16d 14" 5-16d 5-16d 16" 16-16d 6-16d SIMPSC w/ (22) NAILS 1 R TRUSS -OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR 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 FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET W N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) —10d nails SECTION @ INT. BRG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.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 Joist hanger or drill flanges 6,� A 1 2' ROUND HOLE MAY 6�. 6� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 1Y2" 8 'I'-U' 1 t T' 1- . 1 ,. 1 3!' 1 3,. V-7 ' 1"1" 2-4' 3!-2" 7' 16" 1 st ..—.Y.... 12 1'-9' 1'-1," I' ' .t 2 " t<3. T-9` 2'-4" 2'-11" 3- 7' 4 2. � ISY an (11). —_ 16 1'-0 1'-1"° 1' 1 2" 1 �i ' 2'-5" 3'-2 3'-ii1" 4' 3" !9 7" On 7 2' 20 T-a' 1'-1 ` 1' 1' 2" 3'-0" 4-Q'° '-1fi)" 5'-1 I" 11'" 7'-11" 8'-11'. 24 T-W 1i_1'. 1' jl ,. 2- ' 'a' -7- 4'' S'-1Q"` 7 -4" 'tx 101-9" 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. %" 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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =111-111-111-111— Nail with 10 10d nails. -=1 11=''T Install tight to top flange. SLEEVE THRU STEM °. ° SEE PLAN FOR °• ° • FOUNDATION INFO ` n d STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap - i Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist `depth I —JOISTS BUCKETS N.T.S. GRADE 0 r- REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. • ® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION A d Q `PVC OR SCH40 SLEEVE PLUMBING LINE U G co Z •'Q • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d d d a SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE da Ai da L %J �a Q �: 00 i � ) t N ® =* > 93 c' �J v', y v� W -0 L� N V l� ppeepp \V r � 9 r ' _Q w �> L) 0 .. 0 W 6: OW >> N CV 0 N M o :Ero1669lt34gk0 co F o E i $750 STA i OF •�<(/ �93i'3fi::3"fit 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 Q 'I E ro 00 N N FZ J UJ o � 0 °LL 0 t- to 00 y u , W N cnr-r-a LLwa N o a - a J LL U_ Z ZZaUWJ 0 L L9 I c_o M O W U5 11, ¢ a Z a N M Z W D O Q U O U Z W 11 V M z N o o z Zo � o d J a_ N M z0 c U 0 LL 4 fCS L1.1 � U O to �U) w Eft `- — z is M r 15 O N ° C d O w M M z ¢ o Z 4 U_ Q E (jCU �o oo > Zo z® X UO &a D OU o< O E O N a < z �o a Z WZ ww CIOn, Y mo Z N o0 'aw Cn J a" O Mz Z n0 W -3 ? U LL 0 ao o� d �w =k 1— o <Q r� ;o cozl�d am Ov 3 T > L J LO LO 6 N m < c� 00 Cr Y T_ U IU) 0 ��//�� (0 m T O O r N M LO di Q N T— T� C E T c M z m Z v E M 0 c c E ° a co co� c am co � ¢ JOB NO : 22-02401 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" 11) 1 F;ri TnFNAII S T R R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I , 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER -SHINGLE ROOF, SHINGLES TO _ a ° FV BE IN ACCORDANCE w/ ASTM —III=1 11=1 I I=1 m I i-III=III=1 11= o '-III—III—I I I ° I I I I L—III=I I I=1 ;— D7158-CLASS G or H, or ASTM I I=1 I —I I—III=C ; • I —I I ��- D3161-CLASS F, IN — I-U ACCORDANCE w/ TABLE III=1 I—III=III=III=III=III=1 I —III —I R905.2.6.1, FLORIDA BUILDING I =I I I G=III=1 I=I I I I I —I I I=I CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I 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.O. 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 CONIC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ I a NOTE: EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE r CIO 6 MIL VAPOR I I ° I — = z 00 - BARRIER II I f D , 4 I111 _ I D 11 `\' COMP. SOIL. �I (COMPACTED TO 95% T I i1111 1 MODIFIED PROCTOR I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O.O 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" I S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY GG S3 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) /7 S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 111 "J" BOLT @ 24" 0'C, W/ r 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" Ai (ALT: 1/2"x12" TITEN HD @ 24" h A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR h� ° @ 24" QC.) 2" = ° ° ELEV. 4-3 1/2" �3 1/2"MIN. a u e a A.F.F. S 2x4 CONT./,` LL b ° I I 71 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 1V-0" 11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �3 1/2" MIN. / GARAGE DEPTH VARIES 31/2"(min. - 4" 1=1 I I — 11 I 111=111- _ —III—II III. 1 °, I I I I 1 1 (�111CIT_I I �I I I iii�� T I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE � J 00 L� II it III z HEM =i1' III 1 i i I" (- NOTE: *FOR BEARING WALL � � I- � I I I l 11 = r W/ UPLIFT ONLY 1' it _ I= III I Ili II- I I I I=III !I —I I _ 111- 1 ALL CONNECT FRAME WALL TO C.M.U. WALL I�0N� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE ° co =_ _ _ __ I •, ° � —1 1 r—III-1 I I —I 1 _11 _ =(1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND 14" 13" O.H.D. RECESS q z O.H.D. RECESS _ M r `� .. M CV A': a• • �=.�-i �I ,—, M '—III 11� 1 I� ITI-1 d ` � 111=_I I � I I— d,�, �. - , , - _ I =11=� 11 11111=11 d r 41 r 1=1 fF —I I 1=1 I �•� �: I —I 11= .I ITS' I I I SEE A/S3 OR J/S6 —`-I-i 11 I�-I.I I I , 111 I I I IT FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J -I j I I I I, i, I, I I. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD (2)#5CONT. -1 rlll�I �II�I�I�III„1�= 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a) STEP (a) SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" . f00 `" o ,?l - kkv sEG�R� TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.C. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 00 _ _ — 31/2"(m n) - 4" ICI —I 111 M-1_TI I ITI=1 I I-1 11=CTI I I I=1 I '' (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL QCV STEP CC SCALE:3/4"=V-0" S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C vM INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'4' (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. @ K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING xSPACE ANCHOR FIBERMESH WEEP SCREED INSTALLED BAR x BOLTS 6" o END OF 2'M AX FROM PLATEPER MFR INSTRUCTIONS E#3 OR #4 REINFORCING BAR C) ° ° GRADE 40 MIN. F - 40ksi a __ a #3 & #4 LAP SPLICE y _ D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 0- -III—I I=1 I I m co _ ,° ° 25" MIN. LAP [30" MIN. LAP] 1—III—III— I I I . D —I I—ITI-1 I- w UJ 6 MIL VAPOR BARRIER I I ; ° I=1 1= 1= °° R 1 7/8"--\ / 1 I I I—�—� I I T #5 REINFORCING BAR III o .11=11=I 1T-��= r #5 LAP SPLICE I I 1I 1 I I I=ITI�=I I I-1 COMP. SOIL. (COMPACTED TO I I II ° 31 MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM D1557) I I I II I fCh1111 11 f� 1 1� 11 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE "l TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. P.T. 2x GYP. BD. 2,> HOLD GYP. BD. 1/2" FROM SLAB Ol CONT. BEAD SEALA� INTERIOR -3 1/2" d d r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e — M BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN o0 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO hI I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j Q w SEE PLAN FOR STRUCTURAL g IJIJ COLUMN SIZE AND BASE o w CONNECTION INFO. W 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, „ ON FLOOR PLAN w - SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS E >UJFILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N Ej LU w SIZE AND REINFORCEMENT) WWF OR FIBERMESH �, Ej I BRICK PAVERS or SLAB PER ' ° ° U-0" FIN. FLR.� COMMUNITY SPECS = 1= I �—� _—__—_ ITi �, i _ _ TI1= III— I I 1T—I I [-1�1-1T OOQOJC r , .,.\000\\\\000 ION INTERIOR WALL SLAB STEP NON-BRG. TAPERED• -. (2) #5 CONT. I IhI I I ON 3" CHAIRS (TYP.) 8" 1'4' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, E ° D 0. I —ITI-1 11=1 11= r•- 9% TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) F WWF OR FIBERMESH SEE A/S3/J/S6 —'' 8„ FOR REINF. INFO. OPTION #1 t SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �'' SLAB STEP & RECESS as S.G.D. / M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND' PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD X CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 z GRADE G w ,• =III = -'' z�w= Ili U 0 ELw w -III-11= z oo�'z = . r� • �• - zQ co rG IM FOOTING w -III-III .1 =III c� l -Ili =(' BEYOND PAD REINFORCEMENT MIN. CLEARANCE (SEE SCHEDULE) 3" FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 r Ll a) "1J O LU CV CV 0 CV ja Lit I eeee�� �y� A P1 •E7�IR750 �� ^• STATE 0; �U �: Q % , •` Lri ,� s� � � • rl�v'�ti 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 �� 60Co a Moo -,; U n' O N N J0 u- ,+ m J V y 0 ��00 (n w rH N J), J w a � d Y JL� 13- of a Z r2Z, 0o I �. j '� CV CO Q' � 'J W w ¢ ¢ d a z N M Z a y 0 is Q U o Z � W ❑ ❑❑ Z N M o� z 00 � o a � U J N z W �J o ILL, O u, o U r J) Q 0 o W M M 0 o z Ll a E o E o w Za oa U I— r0 0 O E ¢o 5U ° z O O o � a z N ¢ 0 � w L C ¢ o y m ;Era O O LL ¢ ° z Cl)J a< z n. W Q U �0 Nz oz =3 z< ° .N T Z > Ld i J L / LO O rn co ~ (p M r T 0 m rl a--+ Q*l a) I �0^ N m' ..:..1 0 ^ Y Q M r ai m N 00 iri CV o Z z E M a `° r= 10 J Q J JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. S3 (MONO) a u7 LO 0 N 0 r°i 0 d- 0 L LO v 0 d 00 J 0 I A LO Ln v 0 -0 a rn O a N N v E E 0 v c c J N r7 0 U v 0 yl .y+ U i z I i 0 0 J If N 0 N 0 0 a CV cV 0 N Jj 0 0 N Q m v 0 12 _TYp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK — ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" I / 2x BLOCKING @ EACH END W/ 10d @ W" O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 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/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F STUD W/ (3) 10d NAILS +' PLATE W/ (2) 16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE V 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN � DOOR OPENING DOOR OPENING ❑ ❑ EXTERIOR ❑ WALL CLEAN-OUT(*'A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ FIT ❑ 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. SL� KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a a �a a a a 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION - NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4., FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J W FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a 8 a BOTTOM OF MOUNTING B E 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. s�cFp p 0 N 2x CRIPPLES @ ---I 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" - O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER I OAD. 2x6P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP a iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 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 S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (NP) 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 RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS FBLEACHEND 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 '- U' 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 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 _tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED MAN O 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) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN, 8" ATTACH ALL o • rUH D I I ZZ USE 112" DIA. x 1z" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 7 l PLTO E AILS j • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: BOTTOM SPLIC FOR HDU11 USE 1" DIA. x 12" (EPDXIED A.T.R. PLATE LENGTHS MUST BE OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON C L P.T. ATE SIMPSON SP4 SP2 SIMPSON FF SIMPSON SP1 SIMPSON SP4 10c ST m J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTELti NAILEDix INTO - TRANSOM FRAMING SIMPSON SP4 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /_ 2X BLOCKING 0 141 (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" D.C. "MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGG ERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. �o ® „0 L, "O Q -' id 'D ` ) r , r) J 0�y�� '0 jO Q -" 7: 0 W N N O N N gae�3a�deT e. "sue �o - .� '•. "J N o 7 817- 0 ., STATE E OF '• °��iS;ilSr�fZ� 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 st uctural engineering portions of the drawing pages bearing Engineers signature and seal. H ,w vE �� C)N N o ODD S, J 0 7� C N Xk 11 W M a rn�1?A �w-W �M0 aY w W d z 13 @�� Zo o rn o eg XE :2 H w 5 FU N co O W 05 ¢ a z IL a N MZ ccN O Z O U U w ❑�❑ M z N M o g z N z o� J fl- N M Vi z a 4LU N ° UQ) W cov uft �O 1 �Nco Ly N _ U W J _ E L V I z O = w 0 U ) °N c � � ° �0 N m o M M w 2 zo S z __j c6 E E O os wz Zo <� �® ❑a O 00 F- — R a¢ 0 V 0� O E O a z o a z �w Y (6z< Cn c or O 0 zw v CIO J �m F aw Z °off g0 CL 'w U <0 O oz <¢ =3 �O 0 NJO OV N a F °3 C o T > L.n J LO a; rn I.—, � 0- (p M c~ Y U O 0 (`. 1i MT W m 4-1 QI }+ 0 N o L0 M r T_ m y N o Z z E co c a0 � ¢ o a) JOB NO : 22-02401 SCALE : AS NOTED SHEET NO. S4 LO LO E v N 0 00 rh 0 J -t- 0 u7 LO O Q 00 LO J O I LO v C� 0 Q 0 3 Q N N i E 9 a E 0 v J T7 ZO V v 0 UI U N .o i U i a Z c� Y i 0 'U 0. tZ N N\7 N ui 0 0 d CV CV N M N N 0 0 N E2 v N 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF>9"SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9"" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) ---,\ IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEESTRUCTURAL NOTES AND NAILING 2x4 CRO BRACESCHEDULEFOR SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 APPROX. 8 FROM RIDGE FASTENED AT S EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE FROM RIDGE FASTENED AT RIDGE FASTENED AT L BRACE TO EXTEND EA. END @ 48 O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ 10 8d ( ) EACH JOINT w/ (3)10d & (2) 10d EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 2x FRAME WALL SEE WALL GABLE TRUSS ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS �� �� 1/2 CDX PLYWOOD OR 7/16 @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. p� 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS 6 O.C. @ AND 12 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD THROUGH CHORD EDGES AND 12" O.C. FIELD (2) 16d NAILS "T" 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR "L"BRACE 2x BLOCKING W/ (2) 16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2"" x 8" "J" BOLT 48" O.C. °� NOTCH HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ 4 () 1/4"x1 1/2" SDS SCREWS TO ; "J" 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 24" O.C. 1/2"x 8" BOLT @ 32" O.C. MINIMUM 6" FROM 0 C MAX w/ MIN 4" EMBEDMENT IN KO BLOCK - SIMPSON SP2 w/ (12) 1 Od 2x4 BLOCKING 2x4'IT" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4 O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N,T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -i SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) FASTENED WITH (3) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24'" GABLE WEB SECTION SECTION SECTION 16d PER SIDE " " WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 3 4 SCISSOR GABLE T BRACE 7 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE SCALE: N.T.S. S5 S5 S5 AS PER HIB 91 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR r r IF >9" SEE 10/S5 X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x x INFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 00 1 1 Co 1/ 2"x4" CROSS BRACE (2) 16d NAILS vz APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" % RIDGE FASTENED AT\ X1 "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; AT LEAST 90% OF WEB -- -- BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS ATTACHED W/ 2 -16d 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS W/ 1od NAILS @ 6" O.C. W/ 2X4 BLOCKING @ 24" D = 0.148", L = 3" OR EQUAL ( - - ) (D = 0.207", L - 4 1/2" OR EQUAL - - ) (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF E ES AND 12" O.C. FIELD (4) 1l4"xl 1/2" SDS 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & 4 () MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1/4"X2 3/4" TITEN TO CMU 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 "T" ON TOP OF PANEL - BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING)F_,-, SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g — ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J l 12 6.9 MAX. SCALE: N.T.S. TOENAIL i (2)16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Old X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 11 i al . li ° II• a. j CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP \-MINIMUM (2) 16d PER JOINT �-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \.BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN 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"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "'L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) GABLE TRUSS 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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Li d 2 U CORNERJACK < w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. hL1 II q611111 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 REQUIREDZ 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 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 SCISSOR TRUSS 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 v3 d O N _ `') o t� o� W C:)�wt� LO 4 J s 'U -1 i� 0 0 Uj CV N 0 N M ��`�gil:ile�sp7 N LEI •' No .7 5C� ` ° � ° STATE OF °•4 � 01 •. d� •°+14r,M d�a�g (i' g-;a`. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LO W E CC)4 N N c 00 N u_ o c ion _� 0 5 � 00 N ik LL W M co C—, U- w a 0�c LL a Y cl a M U u_ ii (p of 0 J ¢ ¢ d Z Co C5 a C. of N O Z O U U z co 1�2 N M 0 z z Q o� QQN J N M l/i Z a U `o Ca w O w o V1 : �N ws U � LU E In 0 m 8 ai u L U o N W N m ®Q l- C) I JZ w M M J z O - Z 4 2 '_'_ ;= E o E z o �� 1 o Z® �& v <_ t- XO ¢ ¢ OO 0 0 o CA ¢ W, ¢ o ww d L (6 Ln CZ - �S m 0 O 0" (n J a ° ¢w z z IBM 4] �� zo O a nw -) ¢ o d� <, o C.p >° a r 0�3 � oz¢ 0 .0 r T li > Ln `A' LO rn m Q 0 /LO� 00 S�� L N j Y r U o //1 QI � N � Q L1 J � M T E 00 iri N Z z E M iR a U _j Q 0 � JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. S5 3 v Q rn 0 Ao Q 00 N a Ln J a L0 0 00 J 0 I N l(� v 01 ED 0 s E 0 v _S tr_ co i U 0 i U -0 a z rn i c 0 v U 0 t 0 a 0 a N t 11) 0 2 z 0 w m 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 P T TO PRODUCT APPROVAL FOR CONN. i%' �� APPROVAL FOR CONN. APPROVAL FOR.CONN. � %', �,�, 1x4 P.T. % � 1x4 ���� 7 �%% �' 1 X4 FURRING 3-1/4" LONG X 3/16 „ FURRING 3/16"� X 3" LONG i %'� FURRING ` `�' 2 ROWS 3/16" x 3-1/2" ( ) i'/ TAPCON. INTO j., TAPCONS STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH n 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. / / ,', ; ; 2x8 P.T. w/ (2) ROWS 3/16 UL TO PRODUCT APPROVAL FOR CON- IC- %i % ;.� (2) ROWS 3/16" x 3-1/2" �, , x 3-1/2" TAPCON @ 16" 1x4 TAPCON @ 16" O.C. & O.C. &4" FROM EACH 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 (a� OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ rr \ SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO ,- BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR --I 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 BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW------- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) ft Z-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 T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL 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 L2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 #5 REB, (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS 1/1 x L!U , NOTCH WEB AT +5� FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN, 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 100, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: *PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W,M.AT PERIMETER ��H WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" III III III — — III IT_I 1 IF' —ITI-1T1 11� 0 o I I I—III-1ff.- I 1-1 I I—T GRADE °. 0 M .p _z •u °. \ C (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = T-0" L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ` �R #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD v:, , ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ Sd @ 4" O.C., 2 ROWS STAGGERED STD. 90° HOOK (TYP.) ` J 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE IU NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 10 ' +2„ NOTC F.� @FIRST COURSE ` THE ' :S ®` - INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE — PER PLAN F CHANNEL, FASTENED PER — NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (*`) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2XO TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" 9 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 4FNOTN (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 SFF QPPPT m Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. d OVERHAN d ' a. d 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 r-0" F-0" NISH FL ° ... I4> Y BAR•d '• P D. 1-0" ? ° ° CENTERED W/ g ' 4 IN TOP o • ' ' KNOCKOUT / CAI ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN • . °'. AND SECTION DETAILS CLEAN FILL p z DIRT °. ° rSTANDARD o 0 HOOK N #5 BAR IN FILLED CELL, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL �4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 10 N 0)j _ - 0 c ? 00 W cis �y C") <" o, Uj C'4 N O N .�a,��aa;.ta��t•e M 0 • ' •f.... 0,° • •t e vs °No P-78750 M STATE OF 0% pillat.41 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn W a r 0- E co o 0 o�xt N O N @ J 0 O 55 fl J LL °° � rn 00 � st " w fn rn I- � a LL w a m m � a Y J -J L.L. CL ui z to o �• r °� o1-W j '[6 N CO R' 0 J0 rn d a y 4 LLW a N M z L O Z00 U� vVi W ❑o❑ z N M 0 0 z z o � C N r 13 N t") z `o C3 4-1 W � O W p �N v o, r — J E o c � co Q ®po No �� o V w M o Z J LL Iz E E o u zo Wz >o z Z " a iU X� ¢ G oo �U O O E N a p Qo a ¢w O c �z y a 01 - a� U) J �m a°tl aw �z N oa Z gz Q a a �w �j a2 ti � �G �� 01 01 w4 >_ a ° c o T Ln J LOLO a� rn m ICU (0 cM � Y Y U M_ W m r r � O � O CV o Ln Q r cN m M z z E (� iri � 2 m a E U _j Q 0 ICU W JOB NO : 22-02401 SCALE : AS NOTED SHEET NO. SS I II 11 1 1 I i- J.-T r r - Ir. I 7,—Tr T-T-� - - - - ,o Q LO LO `v 311 C) J O I a L0 rn v cn/ 0 00 r') CV 0 J 0 I N Cr 0 YQl L 3 Q d FE C� E O C J LZ O 0 c U 0 i U i z N I 3 i O U J N N M N ai 0 0 N N M N S s m vv/ r-- r VU `w Lr-v-1 r r r \IJVIJ vY LU CROSS BRACING DETAIL (TYP.)_ SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -f-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS (2) 2x8 #2 SYP w) O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN 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) 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 ii FOR BEAM SIZE EXTERIOR SHEATHING (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE -K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 USSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 ( ) w/MIN. (4) 12d WHEN SIMPSON LSTA18 w/ (12) 1Od NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) 2x8 BLOCKING NAILED @ CENTERED AT 16d INTO HEADER & (6) SPLIT TO TIE 10d TOP & BOTTOM INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG, TRUSS EACH SIDE w/ 3 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w! BEAMS TOGETHER 10d INTO BEAM -SEE ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 1 1/2" N EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAI SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE SEE FLOOR PLAN CONNECTION 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 TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 2. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE — SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD -TOENAIL7—PER ROOF AND EXTERIOR RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE, BASE EACH TRUSS TO NAILER SHEATHING ATTACHED NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" DICATNBM OPTION A OPTION B CONNECTION IN. OPTION C w/ (3) 10d O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2"SEE SCHEDULE/PLAN 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A 8d NAILS 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"=V-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 POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM ATTACH SECOND PLY w/ (3) ROWS OF 16d MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. o o v e NAILS AT 24" O.C. • DIRECTION TYP. A o e e e o 0 o e • DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • AT 8'-0" WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT MAX SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TRUSS 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 LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. LA X 4 E LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH E 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BILOCKINGINFO) BEARING SUPPORT EACH SIDE OF G.T. INSTALL (4) LAG MASONRYWALL F SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF s SEE FOUNDATION L4 DETAIL a@ INTERIOR BEARING r3 PLAN FOR MORE INFO 11 SCALE:NTS , SCALE:NTS J COMMON B M . ATTACHMENT $ WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL IdON AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER AILS INFO. SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 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 PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFNVALL 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 LOCKING A@ WOOD WALL SIMPSON MTS12 w/ EACH COMMON NG BELOW 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @XXI (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx 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 SEE PLAN FOR PLATE BELOW -- - -' - MASONRY WALL , .° 4'-0" O.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 '<. (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 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS 000 ® _ _ ca Cl- a- _a 0 s >>CL 9LIJ N N O N M •... A- 't D�•; ,CLN S�cDG1�S'' ; LTA T E OF •"1u: e A U To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. mm as 10 W v Ec r0D o8 N J N� # (0 O . U u� °D N 7t '� W ei cn r r ° - W d LL a Y U M 0 a LL LL a L � 103o �=ter �O _� z= 42 0 -5 2 N cD 0 O J W U rn rn ¢ Q Z L LL L a N Z Cl)) �' N O O U U cOi� Z z W ❑0 Z N (h O � z Q � a J ^ ' M 0 C W �J o W C) U O L W o ws U) v ti N O N U) O Q Y (� N m � I� o C �Z w co cop J w ¢ Z Q L.L CL E F o r oo w= o z<a z® cu XO °a OO S< C:,a N p wo d Z ¢w 79�L - Q Y U �nm m 0 0- z UD TZ -W N ` oa zZ go Q <� a WW ~ U Qo oz 1 �3 o wF o O V �l¢ a F 0 3 I > J LO LO cc Q cc ~ co M T T Y W m �� Q0 a--+ CD I CN C) LO ai m w C: 00 CV vi CV o Z z E M C M %1 E U J w Q _ = J JOB NO: 22-02401 SCALE : AS NOTED SHEET NO. D1 Rv Q In LO v 0 00 N 0 J O I Q rn LO u7 v cn 0 0 00 J 0 I LO v v- 0 i O� c a i C d iu E O J ti O v c 0 vl N U .o i U 0 i z Y i 0 U J t N N 0 0 0 a_ cV cV N N N N 0 0 cn m v N 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 OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODEREQUIREMENTS 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING /° DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1 Lf1Jl IIIVV SELF -ADHERED FLASHING DECK JOIST WEATHER dE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --- OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING 1� SELF -ADHERED FLASHING Il�l�l�ll\l 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN E 4M O V-4" PFR PI AN 9aMW1671f1 a V 14 "TA y WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING C2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (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 water NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING `/ BUILDING PAPER 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 other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, - with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST ;' 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. I. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based Qsheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1Ji 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �'o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXP EXTEND A MINIMUM 6" RELEASEADHESIVE AS SHOWN>SE 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: 00 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 are 1 6 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 subsequent 2 7 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. w INSIDE CORNER Jim 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in AUtters. SELF -ADHERED FLASHING PATCH O � a 1 SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 5�> 2 3" MIN 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER g� wI a uJ Lu n CL 2 ' � 0' W W U = w Q Lu w Lu 0 fn PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A [0111P►f7_VINE9101 IN00�Y STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II fla THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER I Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS dSS� RAL FRAMING RAL SHEATHING SAF PLANE WRB =AK 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 AST'MC926 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 o CC) N ; O _._. ca LI . n 4- C- o r 5 1 CiD r; 4� d CVO `L, {' 6 .b L J LV V, 0 ,0 0 �r 11 4.- L1.I` / 0 N N 0 N M N N ' �0 . ,. N V-7 #; -' ``0 )' STATE OF ° � 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 beading Engineer's signature and seal. to lon n W E r 4 o c 8 o n t N O N " J 5 N O' m J LL 0 7 LL;. N# LL W M ° W a �r-� N o a - 0 N cry T � Y CALL a Ly Z - -o a' Y z � 13'Fl T o 0 1- N co a O W co rn rn Q¢ Q Z 1cOn m z (y SQ p ILa O Z N Q U M W W U ❑❑❑ V M t�2 Co N � o 00 IR Z o Q � J r M to z �� o El 4- LU zi O LU o IN w � TLn ws 1- (n U LU J - E I r S L ai N U o00 c O' e IO l- o C.0 W co co J m a Z Z 4 Q E os a E o -� wE 20 Z® UO C6 _ as 0 oa O E CD N z woo Qo a Z .Z mo 1=y C U 0.o OLL Z Za J ¢ <w Z z to Z O U fl- � 2� a �nw U 5E dE3 w �� o CDMJ <¢ �o d V� zl¢ 00 3 C o T Lo J L^ rn 2 ( cD CL H L 00 Cam/ r U o �/1 mil/ -9 Co/�� �--0 N �± o Ln ai E y N -E 00Co �; N o Z Z � E M c a Eco U 0 Q p JOB NO : 22-02401 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gwga� +112'x+1112'x2-1Z' See Aruchor Schedule Bolts 1t2'Na,A325GaIv. (Typ.) BKk Cross Support (May be cut W W) "ht Staidet (16 Gauge) .14Self-Drihng A/C Vat OvittDirri Edge Hurricane Strap Washers (Typicalt3infiont) Firlaint Cross Support Self-LockiTV Nt" (May be cut to W) Left Bracket (16 Gauge) fill 14 Sel�-Drllllrig Svem Thfu Brackets & BackCross Support Into AIC Unit flo"orri Side ffolc* 3 each side for hurricane use) I�SIAR4116N INfORMAT191 ,*-h. un"Laou. saurt"ailacts - pncrow'�J' -6 Humiri'mi, .1ur R-,- = avAilleldre upan Flonda Department of Business & Professional Regulation Pag. I Vi Building Codes and Standards 12JIff'2021 Product Approval Application Detail Code Inifty a Date Date oz. Pending Dale 'No- Version 11191101[fedQUE61' Contact fnaloisor& License Validated By validated submitted POO Aptar-ai Apor- status Affinriatlon 2421 Smart Vent Procuots, Inc, Michael Gralinre H-s. F, Non.r. P.E. Locke Bv.Vdeh RE I V1 W2020 IV16,2020 12t28J2020 Approved CadagorF. Structural Components (877) 441-8368 PE-73778 (334) 300-10130 3"be""adn" Products Introduced as a Rosult of Infoliiismarliventoorl Nia.-r-hrol.gy C-plinn-cs Method; Evaluation Report ft- a Florida Registered Arolitect dra. Licensed Florida Professional Engineer 9"Ir; se,uran, Apprit,"diforUse, Aiwroyoil for Use Impact D"lon S.-A t=_111 or Nam, Product D-linflan In HvHZ O�stq, HVHZ aillsistent P.... 1 #IS40-510 M:� Function Flood and Vttration Vent 1213112029 Ycs yes NIA .10DI-100 2 Smar[Vnt, Mods #1540�5 1 1 I>u F� n0cri Food and V-N.C. Vent i2t3lt202S Yes yas NIA .100AID0 3 SmadVertMocal#1540-520 Insulated Flood Vent IWI 12112� Yes yes NiA DDI- I 4 S AV.nt Made #1540-521 Insulated Flood Vent IM11023 Yes yes NiA DDO :,I ODA , 0 5 Sm:nv-t M. al 41540�524 16&q.d; Garage boor Flood Vant =23 Yes Yes NrA N/A G Sm Van M.11.�fl!154(A57 Wood Wall Insulated FloodVent 1213 MIIJ202a Yes yes NIA -1 ODA I DO 7 amsriVer� Mosda #1540-5�4 14.5&quot: Garage Door Flood Vnk 12131/2023 Y_ yes NiA N/A Florida Dapartmend of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 1 IPV2021 Code gritty or Dal. Data 099 Paulding Dale mm V-1- Manufacturer Contact Enunciator & LlcimslL Validated B� V.11"ind Sonnitticil FBC; Approval A.m.- Status Rsivsfoa 2020 Drexel Metals. Inc. Jason shums, 2.chary R, Priest Looks Bovd. P.E. 011MOrIC20 NIOW2020 08123,2020 10(1312020 Approved Category: Roofing (5021 3a3-1511 PF-74021 (M4) 300-INO SubCategory: Metal Rooting 1sn­etaQd­mtL.. Compliance Method: Evaluation RePDrI from a Fiord, Registered Architect or, Licarsed Fl,ricta Proarsional Engineer QuaRWAssitiraince Aerroved for Q" Avarowd for Use mirtact Veslan se" E10=1_1c Number or Nam ProdUot teScrIption Coratra� Date In MVHZ outside WI4Z assistant P-sur, one I ifingSy,larra DuClOGNS�,DNIC 1508S,DMC175S. OMC200r, =1rmlon , 2,1 Yes No NIA toe-180 I'MC 5V Florida Department of Business & Professional Regulation Pegs 2 of 4 Building Codes and Standards Product Approval Application Detail Eiritity or Data [late Data Peridinal Date TYPO �& Manufacture Contact Eno Imear & License validated B Validated SUbffl itad F13C Approval Approved stat". Revision 2020 Therma-Tru Corporation Steve U.sip-on Lyncbn F Schmidt P.E. Ryan J King, P. E. 04115QO21 12(3112020 04r2V2021 0510&2021 Approved Category: Eterw Do.. (800) 80_7628 PE- 3409 434 (81 a) 767-6555 Subcategory: 19%Nriti Extenot-DwrAsaemblie`5 ap.Pa'son@th_t­_ Go m pliam, MQbh.d:E­I­ti.nR.p.rtf,.,. e m Florida Rag latel'ad Architect or . Lican-c! Florida Pmf.siticenal Engineer F020468-R&FIrodud Quality Assurance ApprovadforUse ApprovadforU Imp Dosian 11 Name ProductlDeribriptiorl Ocultrag Date in HVHZ Outside HVHZ Resistant Pressure 1 L r�111111mca' ber-Cfassic and Smooth -Star Nominal S&MS;8 &quot;lmpact&quot,, Opaque iL2 ��n No Yeas Yes MIA Composite Edge Fibiergoeits Singi,s Door (Inswnigfcurtawlhg� X beinfiguratfoo.) 2 lo, Therma.7ru FlIber.C12ssic and Smootlh�atar N ornInal 6&ft39;8 &quot:1mpact&qLnpt; Opaque 121�1=22 No Yes yes NIA Composite Edge Fiberglass Single Door with Sdellte(s) ansming/Outswritir XO. CX.r OXO configurati.me) 3 c- ThermaTru 'ib-C[assic and Smooth -Star Nominal 6&#ag;.8 &quot.Irnpact&quot: Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or wthoutSidelite,s OnswingfOutswing: )C(or OXXO configufallo 4 d. Th.mn.-Tru Filb-Cl.ssic and Smoth-Siar Nominal 89A;o &quot ctaquot; Opaque 1213112022 No Yes Yes NIA Zapia Sir 1, D, Composite Edge R erg @as Ing a octr (InsWingfOuls.ing, X configuration) 5 e, Therma-7rut Fiber -Classic and Smooth -Star Nominal 6&939;0 iqU01;I1rptact&quot, Opaque 1213lf2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidailiteu(.) 0nav,g)Out.4rg; XO; OX.r OXO 6 f. 7herma-Tru Fiber-Ciarmic and Smooth -Stair Nominal 6&93g,0 &quot;Impaot&quot Opaque 12131/2022 No Yes Yes NIA Composite Edge Filberglasa Double Door wth or without Sidelit's (Inswingfouts"wingi xXor OXX0 confloula"Im") 7 g. Therrina-Tru Fibe,-Cl.ssic and Smooth -Star Nominal 6&#39,8 &quotjr-pactFiquol; Glazed 12t3l/2022 N. yes Yes N/A Composite Edge Fiberglarats Single Door (I.-aNiOultinving: X configuration) 8 h. Themna-Tru FlIcer-ClaelsIc and Smooth-Ster Nominal 62K439',8 iquct:Itnpact4uct: Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sideltie(s) (ImsWrigiOutswing; XO, OXoT CXO configurations) 9 1 Therma-Tru Filber-Classic and Smooth -Star Nominal 3993g;6 &quot;Impact&qjot; Glazed 12t3l/2022 No yes Yes NIA Composite Edge Fiberglass Doulbll Wth or 'thout Sidelituis (Inswing1CLts%Ymg;X(or OXXO "rifl9uninions) 10 j. Therma-Tru Filber-Classlo sird Smooth -Star Nominal 8&#39;0 i1qu.tImpecti1quot, Glazed 12t3lM22 No Yes Yes NIA r -ontiltc.tra Edge Fiberglass Single Door (I nswngiouttwing; x configuration) I I k. Therma-7ru Fliber-CassIc and Smooth-Ster Nominal S&I489,0 i1quotImparoMquot; Glazed 12t3l/2022 No Yes Yes WA Composite Edge Fiberglass Single Doorw[th Sid.ibs[.) (InainglOwiswrig XO, Oxor OxQ oonrfig�ratlons) 12 1. Tharmia-Tru Filber-Classic and Smooth-Shir Nominal 8&0391.0 &qu.t'InV.,t&qu&: Glazed 12t3laD22 No Yes Yes WA Composalbe Edge Fiberglass Double Door0th Or without Sid"Ras (InswinglCartswitig; )C( cir OOOOD configunnionQ 13 m. Therma-Tru Fiber-Clasto and Smooth -Star Nominal 6&#50,6 &quot;lmpact&qvot: Glued Molded 12131=2� No Yes Yes NfA Open Composite Edge Fiberglass Single Door Onswingfoutswing� Xconfiguratoar) 14 n, Therma-Tru Fiber -Classic and Smooth -Star Nominal 5&#39:8 &cluct�Irroactilquat; Glazed Molded 12MV2022 No Yes Yes WA Oran Composite Edge I'llberganas Single Door Wth Glazed Molded Op. " Sld.11te(s) (InswrigiOutawrig, XO' Ox., OX0 -figuration.) 15 Th.-Tri. Fiber-Clamee end Sincicith-Ster Nominal 69039,8 &quctJmpact&cI=t, Glazed Molded 112131J2022 No Yes Yes NIA Open Co mposit a Edge Flibeiglats. Double O.orvAth or witho Sidelites 0.1m, ll rrswn;�ru wiez.i=r corifigunation.) 16 p. Th--T,. Fib-Cl-sio and Sm-th-Stor Nominal 68,439,8 &quotJmpacI:&qucL Opaque 1213112022 No yes Yes WA composite Edge Flbrglasa Single Door with Molded open Sidefite(s) 0nvirg0ut5vAng:X0T OX'r0X0 conflQuralions) 17 q. Th-a-7n; Riber-Classe and Smomm-Stisr Nominal 6&#59.8 &quctfmPac*wt: Opaque 121�1= No Yes Yes N/A Composite Edge Fiberglass Double Door Wth or Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DeWl P.9s 1 d 1 IV2021 Codes Entilt, or Dole [We Dab, Pandin, am- Tvo. vereloun Illanurfrolute Contact linalmien, & Lceirs. validated EW V.11clated submitted PSCAmI ADDM�.d alai.. R.Aslon M20 PGTIodsstos Jon, R--akj Mi.mi-Dride BCC0 - CEP 9CCO - VAL 11JIVX20 1 D=QZQ 11124/2020 Approved Caue..�. Exterior Do- (941)48&0100 t78S) 315-2590 0 ulCaeg.irr. Uldirs; E.larler ID- A.-bre. it-ruiance Method; Carlin ..ban Mart, or Llatinjg ciusill, ..W.C. Approved for Let Apgrovedfor Llsli InIpw Distrait EN-9 ��IA Model. Numbs, or Name Product 0-riabor, corittE.Wetiorsuat, In, HVH Outside HVHZ Resistant P-,,, a 570 (Large Mis,aile Impact) Vyl Sildfirg 01- D­ 114aO21 Yes Yes Yes HYA January 27, 2022 PRU""DUCT APRIN"J" V A L '054 hP E LC' I F I C;` A T 1(0)" Nam S H E E T(2022) As required by Florida Statute 553.842 and Florida Administrative Code9B-72, please provide the in1brmation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expia Date 1. EXTERIOR DOORS IFiber-Classit A. SWINGING Therm aTru and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psfF9 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/2022 The rm a Tru Fiber -Classic and Smooth -Star (IMPACI) FL20470 +80.0/-80.0 psf 12131/2022 B. SLIDING MI Windows and Doors Series 420 F L1 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton S eries 8000/8100/8200 #1105 (BX7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) F L8248.1 0 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED Mi Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243.5 N/A 4130/2025 D. MULLION MI Windows and Doors Series 5764 F L1 5353.2 111 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FLI 3192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1527Z2 +75.0/-75.0 psf 12131/2023 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 12/1612022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal CoMp. Off Ridge Vents FL16918A - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17902.1 +97.5/-97.5 psf 12110/2025 E. ROOFINGTILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 -FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 111 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong-Te see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 -FL1999.4 NIA 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels, FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/2512024 The products Ii StLed below did not dem onstrate product approval at plan review. I understand that at the tim e of inspection of these products, the fol lowing infbrm at! on must be I available to the inspector on the jobsite, 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Page 1 of 3 Building Codes and Standards li25=2 Product Approval Application Detail Code Data Date Qate Pend! no Entity o Type Vers Manufacture Contac Entaineer & License valwatesci validated Submitted FSC Approval Approved statu Revision 2020 Therma-Tru Ca "poriativin Steve Jasperson Lyndon F. Schmidt, RE Ryan J. King: P.E_ 071.2312020 07J12J2G20 07129/2020 1 Oil W2020 Approved Category: Exterio, Oooia (6M 843J628 PE-43409 (61 3� 767-65-55 suloCatepory: SwNing Extenor Door Assemblies i;Jaspeaon@themnatr..cc com Nianote Method! Evaluation Reponfrom a m Florida Registered Architect or a Leensed Florida F',.Ires.lcm.t Engthear Ann A Approved for Use Inivact Guertin sea 0 Erod t MoLelNumberor Name Product Dearcripflon ContmetExTa2tian Date Outside HVHZ Resistant Pressure I im -Trw I lber-Cla.sl. and Smoom�Stor Nominal 13&#3191,8 &quctImpact&quorI; Opaque 1 �JS Yes Yes yens N[A Otimposill. Edge Fbisnglaaa� Single Door X configuration) 2 In. Thermal Fiber -Classic and Sinuoth-Sbar Nominal 6&#39.8 &quot.Impact&qu IM11= Yes yes, Yes NIA C-Poeile Edge Fiberglass Singf. Lllrmul Edebtl`(.) (InsvonglOutswing: XO, OX or OX0 G-figpiall "s) 3 c, Therma-7ru Fibet-Clarsto and Smooth -Star Nominal 64439's 9qluotJmpact&quo1 Opaque 12)31/202.2 yes Yes yes NfA Composile'EcRe Fiberglass Double Door v�th or Without SkleUtes (Irswimq�Outnving, XX or OXX0 configur.ficn.) 4 J. Therma-Tru Flber,-CLalssIc and Smool Nomin2l 8&#_ER,0 &qwt;Impact&quot.. Opaquie 12t3la022 yies Yes Yes NfA Composite Edge Fiberglass Single Door 0 reaAng/Ourtswing; Xconfiguration) 5 a. Th.-.-T,u Fic-Cl ... I. and S-th-Sia, Nominal 8&#39,0 %quot;Impe±&qut Opaqlre 1213112022 Yes y- Yes NIA Composite Edge Fiberglass Single Door vvith Sidefib, (s) firev,�nrglOtoawrrg XO, OX or QXQ wnfigurationz) 6 f Therma-Tru FIber-Classic and Smooth -Star Nominal 8&#39r,0 &qWtIhrPaCt&qUct Opaque 1201= Yes Yea; yes NfA Composite Edge Fiberglass Dou ble Door Win or Wthout Sidelites 0X?O configuration.) 7 g. ThernaJirut Fitl6r-CPASsfeand Smooth -Star Nnmlngl 6&939;8 &qWtm1PQcit&JUa� Glazed 12J31)2022 yes Yes Yea N[A Composite Edge Fiberglass Single Door (I nswirg/Ourtswing; Xconfigiurati 8 h, Therma-Titi Fibor-Gimsic and 6mooth-Star N orninal 6&#39;6 Aquotimpact&quot; Glued 12J3112022 yos yes yes NTA Composite Edge Fbanglatice Single D-rWth Sidefile(s) On-ingfOutswing; XO, OXcr OXC configurations) 9 i Therma-Tru Fiber-Cl2sisp and Smooth -Star Nominal 8&#39:8 &quatimpactikquot; Glazed 1=1f=2 Yes Yes Y05 N(A Composite Edge Fiberglass Double Door Wth or vAthout Sidelliest inswingiOuts,,fing; XX or OXXQ configuration.) 10 j, Themna-Tru Fiber -Classic and Smooth -Star Nominal &qucit;Impact&quc1: Glazed lMlM22 yes yers Yes Nil Composite Edge Fiberglass Single Door (Inswirg/Oubswing; X confiI 11 k Thwma-Tru Fiber.CJassic and Smooth -Star Nominal 8&#-RG &qUotIn1pdCt&qiAcn Glazed 12131)2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with 'gidefitai(s) OnswinglOutswing: XO, OX or 0X0 configurations) 12 1. Thrw-Tfu Filb-CIP.,aic and Smwth-ft, Nominal %q--t;Im9--L&quot Glued I Z�3112022 Yes y.. yes NIA Ccrinp.sh. Edge Fiberglass D.0 III. D ... Wth without Sidelites (InsiminglOutswing: XX or MO configurations) 13 -ri Themna.T. Filb-Classfe a no Smooth -Stair Nominal S&#3S`,8 &qO0tJmrP2Ct&qU0t Opaque I 2J31 f2022 Y as Yeti Yes NiA Composite Edge Fiberglass Sin g le -Door With tquot;Non-lmpao1&quot; Sidelite(s) (InwArg/Outtreving; XO, OX orOX0 configurations) 14 n. ThermaJru Fibair-Clislunle and SmeeAlh�Star Nominal 6&*39;8 1quacimpactilquot Olpa�ura 12J31Q022 Yes Yes yes NfA Composite Edge Fiberglass Double 600r vkh 4mot;No"-lmpaot&quot; Sidelites(InswinglOutsaing; CXXO 00"Ifiguration) 15 Q. Thermal-Tru Filber-t3l and Smouth-Star Nominal B&#3S1,Q Muctimpact&quort; Opaque 12131 f2022 yes Y- Yes NIA Composite Edge Fiberglass Single Door withi &quo1;Norr-Imp.arct&quot; sideke(s) �meniingl/Outswini;;XO. OXar OXO configurations) 16 p. TharmaJw Fiber -Classic and Smooth.Star Nominal 8&#3g:D &quot;lmp2ct&quM Opaqu. 12131=22 yes Yes Yee NfA Composite Edge Fiberglass Double D-r with &quot;Ncin-Irnpact&quot; SIdelites (JnsVAngfOUtayAn_9; OXX . nfigialation) 17 q. Therma-Tru Fiba�Clsrssi, and Smoofin-Shor N.m9,n.'%&4S9.8 &q..kN.n-Impsat&q..I, Opaque 12P31/2022 Y- Y_ No NfA -cm pearls Edge Fiberglass Single Door (Insaving)rOutswing; X configuration) 18 r. Therma-Tru Fibpr-Cassic and SYnooth-Sar Nominal (IM39:8 8quQt:Non-fmpaIct&quct Opaque 1213W2022 Y.. Yes No NTA Composhe Edge Filbeiglass Single Door with Sidefte(s) 0rrsoiAng1OuttnMng XO, oX or OXO -nfi 19 a. Theritrins-Ti-w Fillser-Claresho and Sr .. th-Stair Nom=;S&quotNoo-lmpact&quot. Opaque I n112022 Yes Yes No N/A Comll Edg. 51bisrgibitas Double Do., Wth or without Sideffles (Inswing/Outeviing: XX or OXXO configurations) 20 t Therma-Tru Fiber­Casai� and Smooth -Star Nominal 8&#301.0 5cluccNon-Impact&quot Opaque 12J3112022 yes Yes No NIA C-P,crit. Age Fiberglass Single Door (Ime'ArqJO swing; X configuration) 21 u.Therma-Tru riber-Coansio and Smooth -Star Nornina] 8&#39;0 &qwt Non-ImpaoMquot, Opaque 12)31=22 Yes Yes No VA Composite Edge Fiberglass Single Doorwith Sidellih,(.) (InswingiO�bswira; XO, OX or OXO ceriffouY.U.n.1 22 -Thianne-Tru Fibsr-CI..ei­dS-th.St., Nominal 8&A39;C Cip.q- 1M112022 yes Yes No NIA Composite Edge Fiberglass Double Door Wth o without Sideliters OnswingfOurtswing: )D'w OXXO configurations) 4 w Thermo-Tiv Filbor-Classic and Smooth -Star Nominal ft#aRS &quot;NQn-Imp;noI&quot;� Glazed IM112022 Yes y" No N/A Composite Edge FibetIlilass Single Door fl "WrigiOutravving: Xcenfiguratim) 24 Th.-Tru Fiblar-Ciassic and Smiocth-Stiar Nominal fl&#39.8 klvotN�Impuact&quot; Glazed 12t3112022 Yes yes No NIA Composite Edge Fiberglass Single Door wth Sidellta(s) OnsWrig/OurtaWng. XO, OXor OXO configurations) 26 y, Thermg-Tru Fiber-Classe and Smocith-Stgur Nominal 6&039;8 &quat;Non. mpact&quol; Glazed 1213112022 yes Yes No WA Composite Edge Fiberglass Double Door wth or without Sidelltes (liewinglOutswing; XX or OXXO -fig-ficIns) 26 z- Therms-Tru Ftbsr�,Iassic and Smooth-Ststr 'NOM11101 8&039:0 &quct:Nw-"pacI&qu6I; Glazed 1213IJ2= Yes Yes No NJA Compoettla Edge Rbeignal" Stings Door OnswnglOudswng: X ""figuraticar) 27 za. Therma-Tou Fil�­Claussic and Smooth -Star Nominal 8&939:08quorthlon Impaut&quot; Glued 12t31t2022 yes Yes No NIA Edg. Fibgl- Single D­ ith Sideits(s) �inswing/OiAswng. XO, OX or QX0 configurations) 28 A, Therma-Tru Fiber-Classe and Smooth-Slar Nominal 8&439;08quc&,Nor,Impcact&quot; Glazed 1213112= Yes yes No NIA Composite Edge Fiberglass Double Door wth or wthout Sidelites, OnewngfOutawing; )O(or OX<0 c.rifigUralmns.) Florida Dapartmerrit of Business & Professional Regulation Pasi, 1 of 7 Building Codes " Standards I ffir2D21 Product Approval Application Detail Code Emily or Data Ows, Deal Penom Dat. T­ V,,I- M ... f-hurs, Engmm.'& Liciaggit validated Ov V ' . 150,111100 FSC A-I A,,r,v,d Star - Revision 2020 MI Wndms and Doors Brent,atingref Luis Roberto Lomas Steven M. Liner, PE IDAW2020 iOiD6�2o2a 10119?2020 12JI5/2020 spipcoved Category: Eitterior Doors tlrl?� 30-3300 PS- 62514 f717) 317-8454 truloCnatogtiry,. 'gliding. Exterlar Door Assemblies Compliance Method, E�Iilafior Report from a Florida Ragtarad=itd or. Licensed Pierce Pror-l-I erigin quality Assurance Appro"elfer Use 6ogroyodl for Use Impact poell S-Q 0 Name P= Pnochlct Descriptia contract expiration Dato In HVHZ oul9tdo HVHZ Resistant Pressure 1 =,Iolr 'MINUM SGID SERIES 420 ALUMINUM SGD OXO 12)3112024 No Yes No N/A 145- 3"&q.otx80&.q..t NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 42" ALUMINUMSGO OX XO. XK 123112024 No Yes No NJA 96&w.t ;' ZO&qud: NON-RONFORCIRO 3 8ER�EZ SGO REINFORCED SERIES 420 ALUMINUM SGID REINFORCED 0XO 12131t2024 No Yes No N;A :20ALUMINUM 4 SER ES 20ALIJMINUM SOO REINFORCED SERIES 420ALUMINUMSGD REINFORCED OX. 1nV2024 NO Yes No rVA XO. XX96&qu"S64cuoJ; 5 aERIE,5 42CALUMINUM SGO REINFORCED 6ERIES 120ALUMINUM SrD REINFORCED XXX 12JZ112024 No Yes No N/A 143&q...D6&qu.I; Florda Departrineril: of Business & Professional Ragulation P.O. I cf� Building Codes and Standards 102D21 Product Approval Application Detail code Eotlt� or [We Ded. Date Pend- El Type ygrsion manufacturer contsot Validated By Validate! Submitted Pao Anvinval Approved slalu$ R"don 2020 Wyr1Do1.r,. armision dOvemer.ol Door Oviryins K-Is John E Sclates Janney R Anne-, P.E. 10JI212020 OW29MM 1012&12020 12MV2020 Approved Corporation _�3-4�121 PE,511?37 (904) 821�5200 category: Entsor Doors doomishOwayn.-daltono is hC.u;2.ry! Sin.6-1 E�fisfla, D-Allembile, orn �orrrolltmca Method: Evaluation Report fr... Force R.91steredArchitect or a Ucensed Fends Pi-das.i.rial Engineer ocartitr miworucp Atimorrid for Use Aourayrad for IlAs turned Ignalar; .1.09 Fr It=Numborollillm, Product Description contract E.Pinallon Dan, In HVHZ outside HVHZ assistant Pressure 0 105 M419: Id.. kith. 1 4&#SS; M. he,igh I Gbarg 12131P2023 No Yes yes -31.03f-35.00 available In too or in tainnedl at a, a &of Ion. 1 1011141,1011210 11121 164#3a� M as width. 14 &#39. Max h elot, 01 uIng IniQ023 N. Yes Yes -30gof-nso avallab le In top or intsimeclate section 1 6000/8 G0M2DD#1124 I 6M9: M. Ividth, 14 $4391. Ma- height. U azing 1213112023 N Yes Y. 34,40f-38.30 evellbips In top or In t lum*diate seellon, Florida Department of Business & Professional Regulatlon P.g. I or 1 Building Codes arid Standards 115f2021 Product Approval Application Detail cod. entayor P& Paul loato Pending Me ly. Virtl Manufacturer comad Validated By Validated Submitted FBC Aminzaral Aror-ad Mat,% =a CWHOSErvison ofAADG. Im. Tom Ric* U L LLC Tray Bishoo. P-E. 12f10f202O 12101n020 12t2lr202O Approved Category: Exterior Doors (E41 1 494-2813 (954) 2-47-0580 SulbCatalgory,. Extenor-Door Components tcm.'aftyQ­bIy.'. Compliarce Merthod, Certification Mark or Listing octs QuallryAstruienw. Approved for Use Approved for Use Intraact postal sea Product D-riallyi-t Camnact Eimartillen Dale In HVHZ Xtald, HVHZ Resistant Press- 1 7"77"am'd 114 7 Single and P a Irs a Flush. Glued. and Louvered single and cairs of 1213lnM Yes Yes Y.s N/A Doors holim metal doors - Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 1rrD21 Cc& SWIN . act. ow. Date P.ndlnq Data 1xM Version Manufacturer contact Enai.ear & t-lo-e Validated W Validated S,bmittd FSC Atanurnal Approved Meous. Revision ZD20 Mt WrAms and Doors Brent Sitling6ir American Architectural Steven M. Urich. PE 11117Y2D20 1111712020 llt27n02O Approved Category:,yVindows 171 T� 365-n300 Manufacturers Association �T17) 317-B454 "Caleg.rin. Single Hung bsitlingeramildcom Compliance Method: Cenifiestion Mae, ce Lidng Quart, Assurance �ad Far usa Aco-nd for Use Is .. at oeson 43-04 PM Model. Number or Name Product coined Expiration Data In Hyliz Outsich, HVNZ R,99,rh Pressure 2 T� 52x72 FINFItinge Frarr. IGfSG Single Hung 10108,2023 No ya, Nd 601-60 "nitrated Glass 4-a > 0 (3) (3) CL 0 0 Cn Q) L) 0 -Co -0 _= Cf) -0 = 0 2 0- = 0 la) 3: = 0 .0 N CU U_ Ill,- 0 > Cn -0 W Cn E a) .6-0 C13 0" ca. CU -0 _#� C/) C�L < Z Z LU mi 0 =C- S C2 Cn 1= U) 0 0 Lij4- E =:3 C_ 0 > L_ C:)- 0 C:) < 0 C/) =:3 < 70 0 LU < Z a_ SHEET NO. PA 1.0_ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 6 of 12512022 Code Entity or Date Date Date Pending Date Twe Version Manufacturer Y contact EnalnesrSLicanse Validated v tlatad Validated Submitted FBD Approval Aooravetl S fetus Revision D2 T m r rp , i n 2 0 her a-T u Corporation Steve JA e L F. Stir A. R .an J sp rson Lyndon F col t P. E p King, E. rig, P. 10f0712021 091182021 10/132021 12n511021 A roved Pp Category: Eztaricr Doors 800 84 -762 - 3409 8 3 767-6555 & 8 PE 4. 4 1 (_J t } _ 6ubCatagory: $eingmg Exterior DolorAssemblies ejasperson@thermatru.Go Compliance Method' Evaluation Report from IT Florida Registered Architect or Licensed Florida Professional Engineer '.: - - - :.. o45 F LiCE1-fi7 Picducts Quality Assurance Aoprgvfldfor Use ADDWwdforUse Impact Design sea# Product Model, Num bar or Name Product Description Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal6&#3988quot Ncm Impact&quot Opaque 12131/2022 No Yes No. NIA Composite Edge Fiberglass Single Door (InsvvingfOuievving Xconfguration) 2 b.Therma-Tru. Flber-Classic and :Smooth -Star Nominal 694396&quotNon-Impact&quct; Opaque 12/31/2022 No: Yes No NIA Composite Edge Fiberglass Single Door with Sidetite(s) (I nsWrglbutswing XO, OX or JXO f gumti-F.) 3 ATherme-Tru Fiber-Classicand Smooth -Star Nominal 6&ft39.8&quot Nanlmpact&quot; Opaque 1213112022 No Yes No NIA Fipsrglass Composite EdgeDoubleDoor Meth or without Sidelines (I newinglOutsw,ng: XX or OXXC wnfiguratich s) 4 d. Therma-Tru. Fiber -Classic and Smooth -Star Nominal 7&#39;08quot N.h-Impact&quok Opaque 12t3112022 No. Yes No NIA Composite Edge Flberg lass SingleDoor (Inswingfoutswing; X configuration) 5 a Therma-Tru Finer -Classic and Smooth -Star Nominal 7&#39;0 &quct:Non-Impact&quit; Opaque 12131f2022 No Yes No N/A Composite Edge Fiberglass Single Door with Sidelrte(s) (lnsvAngi0uttamng XO OX orrOXO - pen igWations) e f Therma-Tru Flber-Clasalc and Smooth -Star Nominal 88#39O&quotiNoi-Impact&quct; Opaque 1241112022 No Yes No NIA Composite Edge Fiberglass Single Door (IhsMngA)utswing;.X configuration) 7 g. Thelma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3910&quokNon4mpa Mquot; Opaque 1Zf3112022 No Yes No NIA Composite Edge Fiberglass Single. D.or Meth Sidelde(s) (InswinglOuawing; XO, OX or OXO configurations) 8 h. Therma-Tru Fiber -Classic and Snooth-Ster Nominal 8&#39;0'8quot,Non-Impact8quot; Opaque 12/3112022 No Yes No NIA Composite Edge Fiberglass Double Door with or Wthout Sidelites (Inswingfoutsmngi XX or oxxo configurations) 9 i.Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&03984,quot;Nonlmpacr&quct,: Glazal 12131=2 No Yes No. NIA. Composite Edge Fiberglass Single Door OnswinglOutuwing Xconfiguration) 10 j.Therma-Tru Fiber -Classic and Smocth-Star Nominal .6&#39;8&quotNon-Impact&quct.Glazed 12J5112022 No Yes No WA Composite Edge Fiberglass Single floor With SidslHe(s) (irewingloutsWng, XO, OX or OXO configurations) 11 k ThermaTru Fiber -Classic and Smooth -Star Nominal 6&#39:8&quotNon-Impact&quot; Glazed 12131 Q022 No Yes No NIA Composite Edge Fiberglass Double Door with or Without Sidelites (Inswing/Oulswing, XXor OX)LO configurations) 12 L.Therma-Tru Fiber -Classic andSmoothvtar Nominal 7&#39;0&quot,,Nonlmpact&quot Glazed 12131r2022 No Yes No. NIA Composite Edge Fibarglaas,5in91e Door (Ins+Mngloufswing X,boniigurabon) 13 m.Therma-Tru Fiber Classic and. Smooth -Star Nominal 7&#3909quot;NonlmpadMquot Glazed 12JS112022 No Yes No NA Composite Edge Fiberglass Single. Door with Sk elfte(s) onswing/Outsvdng; XO' OX or OXO configurations) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&#39;0 &quot;Non-Impact&quot; Glazed ID3112022 No Yes No NIA Composite Edge Fiberglass Single_ Door 0wvm91Cutswhlg; X configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal B&#390&quot:Non Impact&quot; Glazed 1213IM22 No. Yes No. NIA Composite Edge Fiberglass Single Door with Sidalhe(s) (In.ning/Outsvvirg XO OX:orOXO configurations) 18 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal B&#39;0:&quotNon-Impact&quot Glazed 1215112022 No Yes No. NrA Composite Edge Fiberglass Dqubla Door with or wllhout Sidelites flnswinglOutsvvmg XXor OXXO cgnfigurotlons) 17 q. Thermet-Tru Fiber -Classic and Smooth -Sher Normnal 09#39:8 &quotNon Impact&quct Opaque 1213972022 No Yes No NIA Composite Edge Fiberglass Single Door With Transom (InswinglWilvvfng; O/Xconfiguration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotNon Impact&quot Opaque IW3112022 No Yes No NIA Composite Edge Fiberglass Single Doo-Ath Sidelita(s) and Transom (Ins+nhgfOuts,shq. OIXO. OIOX or OtOXO cenfiguraddhs) 19 s Therma Tru Fiber -Classic and Smooth -Star Nominal6U%;1i&gL.LNcm-mpacl8quo; Opaque 12Ki112022 No Yes No: NIA Composite Edge Fiberglass. Single Door with Sldelihe(s) (Inai^nn910uLs-ni XO, OX or OXC Continuous Hand and Sill configurations) 20 t.Therma-Tru Fiber -Classic. and Smooth -Star Nominal 8&#39;0&quot;Nonlmpact&qudt. Opaque 1213V2022 No Yes No NIA Composite g te Edge lass Sin le'Door-with - 0 9 . Sidelite(s) (Insv4nglOutswing XO OX Or OXC Continuous Head and sill configurations) 21 U. Therma-Tor Fiber-Classioand Smooth -Star Nominal 6&93998 &quotNon Imptiol"uot Glazed 1 M1120V No Yes No NIA Composite Edge Fiberglass Single Door ivith Stdelae(s) (InsvAngJ0ut cvArg. XO,:OX Or OXO Continuous Head and Sill configurations) 22 v, ThermaTru Fiber-ClassiG and Smooth -Star Nominal 8&939'0&quot;Nonimpa:g&quota. Glazed 12131f2022 No Yes No NIA Composite Edge Fiberg lass Single Door with Sldelfil (I nswtnglbutswing, XO, OX or CXO Continuous Head and Sit configurations) 23 w.Therma-Tru Fiber -Classic and .Smooth -Star Nominal 6&#398&quot;Non-Impact&quot; Opaque 121312022 No Yes No N)A Composite Edge Fiberglass Door Panels veith Vented Sidelde(s) (lnsvnn910utswing; XX,. XXX or XXXX configurahons) 24 x Therma-Tru Fiber-Classicand Smoo"ter Nominal 88#39;0 &quot;Non Impacl&quot Opaque 12Mf2022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sdelite(s) onswinglOutswing, XX XXXor XXXX nigunitiona) 28 y. Therma Tru Fiber-Classlcand,smooth-Star Nominal 6&039.89quot;11on lmpad&quot Glazed 12131/2022 No Yes No NJA Composite Edge Flherglast Door Panels with Vented Sidelita(s) (InswinglOutswing; )X XXXor XXXX. configurations) 26 z.Thorma-Tru Fiber-Classicarro SHiodth-Star Nomnal 8&#3908quot Nonlmpad&quct: Glazed 12131/2022 No Yes No. NIA Composite Edge Fiberglass Door Panels with' Vented Sidente(s) (Ins Anglautswlng, XX, XXXor XXXX Configurations) 27 za.Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#:39;0&quot;Non-Impad&quot'Glazed 1243lf2022 No Yes No NIA Composite Edge Fiberglass Single Door with 3&#39,0 Side fte(s) ( _Wr glCuI: vWr g' XO. OX or OXO configuretions) 26 zb.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39';8&qu6t Non-Impact&quot Glazed 121312022 No Yes No NIA Com oiteE Fiber lase ouble Qocr,wth s e p P d9 g 3 #390Sidelite Insr^rin 7Ou nMn O O' & s ( g is XX 9, configuragonj 29 zo. Therma-Tru Fiber -Classic and Smooth -Star Nominal B&#39 0 &quot;Nan-Impact&quat Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Single Dwr with 3&#39;0 SidAW.) (InswirglOutevdng, XC, OX or OXC conhyuratfdna) 30 n a-Tru Fib-Classi d5 ooth-Star zd T arm er can m mma188#39:0 uo o ..Gaz A4o & N n Ion not I ed t q P�9. . 126V2022 No Yes No NIA Composite Edge Fiberglass Double Door w"Rh W939'0 Sidelites (I n Wria/OutSW ng; OXXC oonfguration) 31 ze.Therma-Tru Fiber -Classic and Smooth -Star Nominal 78#39;0&quot1,lpn-1n,i &quoti.Sheksr 1MIM22 No Yes No NJA Series Composite Edge Glazed Fiberglass. Single Door with or wthout 1 W9;2 Sidelde(s) (InsWrigiCutswn9 X, OX,XO or QXOQ bon6gurationa) Coda YSLfiigr Manufacture Ito 'sip 2020 Lan rtco Revl n Category: Fooling SubCstegpnr: Roofing Accessed- that .,can I ntegral Part of the pectin System Compliance Math id: EVeluetiori Report from e Florida Registered Architect or a -Licensed Florida Professional Engineer 1411720aleaProducts -. F see # product Mad®1 Numhar or Name 1 flack-Ar"DA-4 or TRI-Bunt l)-k.Air DA4 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs of IFM21 Eh❑ty or 291k Vie-.. Data Pendlreg ante C ngin &LI-ensa Valued" i Supheitted. FBC Andrei E ornact Validated IRPPi4.Sg status Katrina Jell. James L auc' ar P.E.Steven M Urioh. APE i 32020 1)23/202 11 9202 0 din FBC A p h _ y .Ian 1 2 0 2 Q g PR (501)0836163 PE-M242 (717)317-8454 kntleA+lomanco.cDm- I sauranca Ap rewd for Use Approved for Use 1 Quality o fltlpdt peslpn Product Description Contract Ezrnrallpn Data In VHZ outside HVHZ Re Wes Pressure Lwi Profile, polypropylene plied,, RooiVant 1271G2025 No Yes No +97:51-.573 McOwleally Aft ached to Plyvood Deck. Florida Department of Business &.Professional Regulation: page 1 art Building Codes and Standards t+5I202/ Product Approval Application Detail l o Enlfv r �i Date Data Pentlina pffi5 7VD0 Version ' Manufacturer Cgritact Engineer License Validated By Validated Subt_ltted FBC Approval Asti Wilus Affirmation 2020 PGTlndustrles Jens RgsprsN MIemi-Dade BCCO -CER Mieml-Oede 3CC0-VAL 11W5/2020 1110512020 IIli v2020 Approved G tegaryc Wndn+ys. (04t)486-0100: (786)315-2590 suhGeleBary:5ingla Hung ifi lnduetneax I«emMPgt Compliance Method: Cedificaggn McAS or Listing ore PL1r238-R2s Products . - - - _ ,,.,. .11 Dualitir Assurance Approved for Use Aoorovad for use bread ❑salon See# Product M Odell Number or Name Product Description Contract Expiration DataIli HVHZ outside HVI1 Resistant Pry 2 SH5500 itarge Waal. Impact) Vinyl Single Hung Wind- 07MQ025. Yes Yes Yes NIA r Florida Department of Business & Professional Regulation) Pege1 at Building Codes and Standards ti5I2021 Product Approval Application Detail FlondaDepartment ofBusiness&Professional Regulatlotl Building Codes and Standards Product Approval Application Detail Pagalbri Irbizozl Florida Department o Business & Professional Regulation epartm f P ,g Building Codes and Standards Product Approval Application Detail Pagelprz i&2021 Code entity or pgtg Data Date Pelting .Date 901 Entityot Date Date Date Pending Oats mm Version Manufacturer Contact limanoK&License Validated IN Validated Submiitted FBCAoomwl Anoravad giptgg TL Vanden Manufacturer Contact EnolnaarBLw.aa Validated Rv Vandatid Submltiatl FBC Amoral Aoorovad Status Revision 2020 MI N4RdOw9dOd Doors BrentSltlin f American AYdli[ed[V21 Steven M. Urich, PE 10JOfi2020. t070.6f2.63r1 10119/2020 Approved ftey,slgn 2020 MI Wi dens and Doorc n 21 Brent Sltllriger AmeAcan Prchkactuml Steven fat UridY. PE 112 2020 11222020 11282020 Apprpurftl - Category: UVindpw§' f71773a5.3300 Manufacturerp Assxlatinn 'f?77}317-fi454 Category: Windows' (T17r 3fi5-3300 Manufacturers Assgciall 017)31T-8454 - SubCategory: Horizontal slider daMInger@,diFnd.com subCategory:.Fixed bsltl ngeramisrd,cpm Compliance Method: Clinificatlbn Mark Or Listing Compliance Methad: Certifictid- Mark cr Listing p Ldtf-s'i.Aa ProtlLcts .,: .. :: ,, .,. -.-.. •" •` ". ,: FL:reifi3A9-ilia Radgct11­a. •; .,. •; .: ,. ,.. , _. _ -. - Quality Assurance -'" . Usa Approved for Use. Aprin Design a,alltvAssurance AnrvnvadforUs, Armrnvedfor Us, 101aa4I Qe51911 Sun# Protluct Motlel; Number or Name Redact Descrtotian Cantrod E•eiratton Data In HVHZ Outside XVMZ HVHZ esi ista Resistant Pressure Sea M ProductR8ode6 Number or Name Product Descrlotlon Comrect EzolmlbnDate In HVhZ Outside XYXZ Resistant Pressure 1 HS I80 Fin and Flange Forma 73z621 ft-lated.Gless 02/16/2024 No Yes No .55/-55 1 is5 PW 73 x 721nsuleted Glass 04103/2C23 No Yes No +60/-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of t I WG21 (Iode Enllty or Ito 291 cat, Pending PAR EM Cry Enlit= net- Oats Date P,,,d,, ,IXst- Iygg Verslon Manufacturer Contact Societe, & License yoldead By Validated submitted FBC Adarc-1 Aorv.Ved Status jy,P-e Version Mae-facuer contact Enolneer&Ucevse. Validated Be Validated Submitted FBCAvomval 21111M Affirmation 2D20 PGT Ind -Vies Jens Rdaowsk. Mlemi Dde BCCOCER Mlaml Dede 3CCD- VAL 11/0512D20 11/05229 11H 112020 App a.tl - Rev'o2020 Ml Wind-. andDgora &ant stnger L Is RL ra- ,PE Steven MU 'gh,PS 10fO132020 101002020 1/p/2020 1.2/.15.2..20 -. Apprared CategoryWnddwd. (941348E0100, - (786).315-2590. categarytlyk+dosre, (717)365-3300' PE-62514 (717)317.8454- ' subcatogvrr: Fixed rrceovskllgipg9ndustpes.c sWcarsgcry: Muarns bsltlin9er4miv1d-corn Conipllime. Method: Certifc.t bMe&atr Listing am Compliance Method: Evaluado, Report from ' era L tensed Florida Podia Red Ee PU943•R24*04flots' - - -. - ; ;., _. ,.lor 9de 'hHect e ehaa QralbvA cur ,,,vsdfor Use cembvidfar Usa A A a �a Dacia n ,. Jel,a1� yph -- Sea # Product Model- Number or Name Product Oasariodon Contract allon Dale in HVHZ Outside HVHZ Relies Pressure - Q - - 3 PW3520.Large.Missilelmpect) UlnylFlx¢diA4ndax O413DR025 Yes Yes Yes NIA NIA QualiriAseurarpe Aoorovad farUso Amrowtlfor Use Moen Dogwn Soak Product Modal, Numb"or Name Product De -ied CantraCEooiratian Dale VH In HZ Uu[slde HVHZ Resistant Phicau. 2 5704 Vadlml Aluminum:Mullon i2J3f2024 N. Vas Yes NIA Florida Department of Business & Professional Regulation Paget or Florida Department of Business& Professional Regulation Page 2of2 Building Codes and Standards 11t WI Building Codes and Standards 10+a12021 Product Approval Application Detail Product Approval Application Detail S shk Ent ease Date Dale Paul Data clade Entity or Data Data Dare Fendna gate Wde Version manutedurer coded. Enolneer& Dcatse Validated By Valdated Submitted FBCAppmval Aproved Status iY21 Verslon. Manufacturer Contest Engine, &License Validated Bu Validated used FBC Amreval Ap%ad Mature Revision 2020 James Handle Building Products, Inc, Chad Dierck4 V. Andrew Tea Jchn Sdutherd, P,E. 61/05/2021 1211417020 O1N62021 ding FBC Appn Revision 2020 Alside Nick Thompson Lyndon F, echmtdl P.E. Ryan J. King, P.E.. 02115/2021 0271.52021 @222021 GiWX2021 Approved Category: Panel Walls rw9) 545-6364 PE-81662 (352)W-2526 Category: Panel Wells 1330)522-33Bg PE-43409 (813) 767-6555 subcategory: Sorg chad.d'rerske0ameshiedl Subcategory; Sothis nthompsgnQers)dasom Compliance Method: Evaluation Report front 1-th Compli-6.11lalhod: EValuatien Reparttrom z Florida Registered Architect ore Licensed Florlds Ponds R 9ieleredArchltect or a Licensed Florida Professional Engineer Professional Engineer 82 J3S Produdks : LSi3t. : idrIS27$-R9 Pitidlnds F __. -.`.:. ,; ,. ,.. : -,_ ,:":., - :; .._, - .. , '_- ,.: - _., _,.. , '. .r', ,. - r- Qudlty Assurance Approved for Use Approved for Use Repast pastern Quality Assurance Aopra4 for gas Aouravad for Use Inroad Design Sea # Product Model. Number or Name Product Deviations Contract Explratlon Date it, HVHZ Nitilde HVHZ Reslatam Pressure sailif Product Model. Nu rice-r Name Produrl De-lptlon Contract E3tmrallg Data In HVKZ outdo. HVHZ RasMam Pressure 1 Ccmplank Lap Siding fiber-vement lapsick,g 12/3V2023 Yes Yes WA NIA 1 a.&qua2T&quot: Sohn Vent or Sol Vinyl. Salt 121312021 No Yes No NIA 2 HardiaPlank Lap Siding dber-.cement lap sldlng 12Pe12023 Yes Yes NJA NIA 2 b.&quct:AINtres T46quot;eoigt Ventorsdid Vinyl. Shcin IV31262.3 No Yes NO '11A 3 c &qud fa7eenbnar Vintage Besded&tr39: SaKt Vent orSdid Vinyl Soffit 1213112023 No Yes No NIA 4 d, Lwat:05&qugt; Soft Vent or Sdid Vinyl Sent 121312023, No Yet N. MIA 5 e &qud,Charte DakBquot Set Vent or Sold Vinyl Son 12MIM23 No Yes Na. NJA 6 f&qud Super. Span&quot; So'Nit Vent or Scld Vinyl Soffit 12niao3 No Yes No. NIA Florida Department of Business & Professional Regulation page I of Florida Department of Business & Professional Regulation pagan ofi Building Codes and Standards 10&2021 Building Codes and Standards i 82Il21 Product Approval Application Detail Product Approval Application Detail Entity or ap (,e Owe Data sending gets Coe Armor Date tea, pace Pendlno Date Tvoe Version Manufacturer emdzet Enolneer& License Validated av Validated Submitted FSCAopmval Anomred slat"'. TDe Version Manufacturer CaNact Emmmear&License Validated By Validated submitted FBC Aooroval Aincr ,g NI$EBr• RoA.(en 2020 Building Products LLC Kerd Eden Robert Niemm4n John W; KnezoAcn,:PE 10/0412020 O9/2a2020 10)17J2020 I2/1312M Approved Revision 2020 L V Thompson, Inc dba Thompson Architectural Tony Christman Zachary R. Priest Steven M. Urlch, PE 05f1712020 090W2020 091222020 lW lD020 Approved C ogfin at d :R In eg ry 9 417 fi 4•fifi44 PE-5p166 p54 772.622q t ) E ) t C07 Ma als Gq an tTAM cop y 0 3 2 34 E74e21 rriT 3 7-8454 i 1 1 98 56 P 1 ) Sup Category' Uriderleymed5 kern_egentetemkg,com Category: Reefing_ ImyOggpreete lroofing.epm Compliance. Method: Evaluation Report from a "Category: Roofing Accessories that are an Florida :Registered Architect are Licensed. Florida Integral Par[ ofrhe Roodng System Profs mnal Engineer Compliance Method: Evaluation Report here a. Fondae91 R 'sterad Architectore Licensed Florida FL#12328LR9 Adducts . - . Professionel En ineer Duality: Assurance Arawasecita Use Agnrovad for Use rmega Dealarl FW fiifil S-Ra:"Produchr Sao it Product Modal. Number or Name Productescridlon contract Expbatlen Dale In HVHZ QutsMe HVHZ Resistaid Pressure - 'Ottallty Assurance Aoorowd for Use Approved for Use WWI Deslml 1 TAMKO Roof Underlayments(HVHZ) Roof.rdedaymenta. for use in FBC. HVHZ 06/292023 Yes No WA NIA 2291Product Model. Numlaur Name Product Desedgnan Cwtrad Encilrilmi Data In HVHZ Dutsrtla HVHZ Resistant Phil-, jurf4cGetiorm 1 TAMCO Flat Top Off -Ridge Vent wlth Bale for Tits 26 ga. slide 0ventraki-Ith barge 06f082026: Yes Yes NIA NIA 2 TAMKO Root Undarhymeds(NDN-HVHZ) Roofundedaymenla foruae In FBC rm HVN7 cersa23 No Yes NJA N,A 2 TAMCO Gooseneck Vent 26 ge. 051092026 No Yes WA +01'52,5 jurisdictions; 3 TAMCO Orr -:Ridge Roof Venhdtli Bath, 20 ga state ro0verdilator with Integrated baffle: 0910912M Yes Yes NIA NON 4- TAMCO Round Top CM --Ridge Ver ith Bafliefer Tile 26 ge. stalioroofY.ohletor with bgfga 08f0B2026'. Yes Yes NIA: NYA Florida Department of Business & Professional Regulation Pagel ofi Florida Department of Business & Professional Regulation pager all Building Codes and: Standards V70021 Building Oodles and Standards 1252D22 Product Approval Application Detail Product Approval Application Detail Cod. ,E, IIN ar 2" data pate Nation, owe Code, Entity ar Date Date Date Pending Date mm Version Manufactur" Contact Eng1neer90-0 Validated By Validated Submitted FDC Approval Aproved Status IW2 versigR Manufacturer Contact Engineer&License Validated Ev Validated submitten FBC Approval Appricwd Status I n Revision 2020 BomPRoWin g7 Rd n I P ntomiEvaNatlp 0 W. Walker Anderson of A MO U n G i1032D 0 f022 20 i 2 9i 0 1/D5/2 20 i 0. rwad. App. ReylSlan 2020. tJohn Gbbal Protection ProdUdts LLC. lie vch:.P E Tim RobinsonRobnsam Walter A.TI lh dr. P:E'. o n W..K za t E 0910BM 20 9109r202 l202 4 0. .. 1' 1 1 020 Q 0 12 2/1r202: 1 •,/ 0 .. r wed R - o p p. catagorye, Reefing (801)380-6091 3eMcesiLC. i205j 8540160: Category: Shutters (954)6897545 PE-44167 (954)772-6224 SulaCateg ryr Rmfing TIIes RcbinAndersonebo'al.00 Su sCategoryStorm Panels tint robmaon@gppentcom Camplart.. Methotl: Evaluallon 0.epdt froma m Compliance Method! Evalu lion Report from Product Eva ui uon Entity Flonda Registered Architect bra Licensed: Florida - Professional Engineer FL47114EL'R12 Products:_. - - QualltyAssurmice Approved for Use Aoorovad for Use Imoaet Deelain - - -- Q 9 k Product M daL N per Name o udl. rmo contract ExdrationDe[o. Pr d XVNZ �_ DUlatYe HVHZ R - "fit Presr, sure. a ualiW Assurance Angrovedfor Use Agrevedfar Use ion naaL Design 1 8 a -S sl le C Slate, Split tl English Sax n irk au 1 a Old y ry pit 9 . Flat fi Danvat. CO 12f312020 Pr f Jp Yea I N A PJ/ A S # Product Model Number or Name Pt Xp Product Description CpntractE Expiration Data in HVHZ Outside HVHZ Resistant Pressure Thatch & p� Impad 1 20 Gage Galvanized. Steel Storm PaneisJHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31r2022 Yes Yes Yes WA 17 Se9ony600 Slate. Shake 4,amp' Spilt Shake- Flat Progla-Stockton, CA 121312020 No Yes. NIA NIA or not. by tracks to provide hurricane protection, 19 Smelly 600- Slate, Shake Asmp SplH Shaka Flat Profile -:'Risks, CA 12t31Q02 No Yes NIA NJA 2 24 Gage Galvanized Steel Storm PaneIa1NHVHZ Corrugated Galvanized Steel Storm Panels retained lWi112022 No Yes Yes N1A 19 Saxony 700 sheiks, Slate & amp; Spilt Shake Flat Profile- Stockton, CA 121312020 No Yes NIA NJA or not byytracks ito provide hurricane .protection. 20 Saxony 700 Shake, Slate amp; Split Shake Flat Profs hiiada, CA 12r31f2020 No Yes NfA NJA 27 Te)as Espana I Barcelona High Flare Katy, TX 12f312020 No Yes NIA NJA 28 Villa LOW Probe - Katy. TX 12131,2020 Ng Yea NIA NJA Florida Department of Business &Professional Regulation Page:1 d1 Florida Department of Business & Professional Regulation page.1 oft Florida Department of Business $Professional Regulation Pagel oft Building Codes and Standards U7r02i Building Codes and Standards t/A2021 Building Codes and Standards 1002021 Product Approval Application Detail i Product Approval Application Detail Product Approval Application Detail code Enlity or usate Date Pepdiha g.e I :.e EnlltV or jjp.(g a¢�o Da[e'Pentllnd Data fggq •nfitvw. ,fig ¢*, Cot, Priming,Qptg MMIL Version W-ftecturer ColadEntilrew A, License Vatidelad Sig Wittiest Submitted FBC Approval AeomVad Status T Verslon Manpraeturer ",that Fnolnart &Lcense Valhratul EW Validated submitted FBC Aoomval Aoomyed status. Ir28 Version Mamlifluturer. Contact-. E00"iter& License. Validated Sy Validated. Submitted FBC Approval Aud�eved Status ftevl sign 2020 Alone - Stuani'exis ICC Evaluation service, LLC William M. Ranieri, PE 10r3112020 1b2z2o2o 11 ro52o20 11NtV2020 Approves Revision 202o Commerdel Concrete. Protlwts,lnt, RdSert Gillle Samuel A. Greenberg John Hoy 12/192020 12tY62020 122B402o ding FBC Appn RaUsmn zb2p MiTettlnc, Erin Walden ICC Evaluation Bonito, LLC ICC Evaluation Servile; )"12o21 9e11br2021 0812r2021 roved Approved Category: Structural Components t - -r v:' t321)71d 3377 i40 )60f 181- Caregory.Spudural CCmponents �81365g-3707 PE-34245 �357 586-5311 1 7 S 1 Category. Structural Components. 952 8 -8635: LLC. f } 58 Subcategory: Truss Plates slevaisp-alpinet. corn SullCategoiy: Products Introduced as. a Result of phadaagator@yehoo,com subcategory: Truss Plates emaldenl9rdit.eam (205)599•OB00. Compllanca Mathod: Evalusiion Repolifrom a Neu -Technology, Compllanc Method: Evalueum Report from Product Evaluation Entity Compllanca Method: Evaluation Repoli from a Product ezluatlon Entity :: FlordaR stared ArchRed or a Licensed Fickle i 9 - - FL16189&Ri Protludts ..- .. Prdessronal En veer L#Ii87•RaFrbduc[s ;. , �- ,;, QuatilvAssurance Aogrpred tar use Aoorovad for rise Hnoad pesos pL j-77A.+RSPreducTs ; z: .• _j, � - CWaIIMAssurance Approved felt Usa Approved for Use Impact Deb Sea# Product Model. Number or Name Product Description contract Eiblratlon gate InX . - Outside HVHZ Resists Pressure": I , '.." - I _ - - " I '- - &Baal Product Modal Nrlrsip-gr or Name Product Desenahon contract Emrrat{an.❑eta In X1�71 Outside HVHZ Reelect Pressure 1 BCG/AI ire, Higher Strength &am ::S ITW P (H P,. )1 g 9 12J31202 Metal Co Connector Plate. 4 Yes Yes WA NIA '# Product Name .Duality Assumnca 0-11hi A,,,, , c De rlbtlon Contract Iratlon Data. Produ t kk Rpprmedfgr Use. eyed for Use AncirevidifqrUs, A,r,v,d far use LPP 1 HVHZ outside HVHZ n H Z mea I- d. Irre. esl an R t'-1 ❑ Sian Prs� lie. M18AH S' 18 h 1 k a lee 1 2. s ten M use cannon i 1213 20 9a p g P 2 Vns ' Ye e NIA A NI. 2 -eCG/AI I Hinge Plate ITN p it g 20 Whit C nnedar Plat. {2I31 24 Y as Yes NIA NIA e _ Model. as u 2 Mil super su er i h strength uss con serer: late 2 1 422 16 ge, p i g tit n n D 1 f3 2 Yes yes NJA N/A 3 ITW aCGlAlmne Trulor Metal Collector Plena 12/312024 Yes Yes NfA N/A 1 Qua6tyPraCasl or Commercial Concrole•Products Precast and Prosiressatl Concrete Lintels 05252024 No Yes 'hl/A PI/A 3 16 Mil i& 16 tie. tress connector place 121312o22 Yes Yes NIA NJA 4 ITW 81GfAlone Wave Metal COnrieetor Plata 121312024 Yes Yes NIA NJA 4 MT1 aHS- 18ge. high strength truss connedor plate I M1 f2022. Yes Yes N/A NIA 5 a MT20HS TLIB. MT18 20 ga high strength truss connector plate f 2/31/2022 18 ge. truss connector. plates 12J312022 Yes Yes Yes Yes NIA NIA NIA NJA ' - TL20, MT20 20 g& these connedorplates 12nI 022 Yes Yes. NIA WA Florida De partment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I art 1171,2021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail. Page I oft ar2e21121 Cod! WIN of 2" P-4g Date Pandind ,gg,gt :Code entity ar pate Date. Dete PNtdlun Date 1,yiee Verson Manufacturer Contact . Endinaer&Cleanse Validated By ValldeigQ Suiptinitted FBC Approval Apipf-wd Status Type Verslon Manufacture Contact Engineer &License Validated By Validated Guilefithwil FBC Approval Acptovetl status Revision 2020 CAST-CRETE USA,. LLC Craig Pardno Mierrl-Dade SCCO -CER Miami -Dade 8C00-VAL 1Y202020 1027I2020 11272D20 Approved Affirmation M20 Nphe ANmmum, Inc, Jose Sava Luis R. Lomas Stevan M. urich; PE I1116/2020 11f1Ef2020. 1120(202C Approved Category: Structural Components (8t3) 6214647 (7am 515-2590 Category: Panel Wells f4071509-2008 PE62514 (717).317-6454 Subcategory; Products introduced as a Result of epee-tOcastvete.com "Category: Soffits a 1phaaluminummc45tyaho Naw Technology Method: Evaluation Report froma Conga o.urom Compliance Method: Certification Mark or Listing Registered Architect Fbrida Regisiemd Architect or a Dcensed Florida 'tGY158-R13Prddg`1i' Cs -: - = ^` I :- - - I I Professional Engineer Q^ality Assurance. Aporowdfor Use Approved for Usennoad. a n owrg rd4S5sf4;•Rb PrsddiSs ' 1, ' ,,, �(p , . :- :' .Sect.# Rotluct Model Number or Name Prodiut Descrinnon Contract rationcats h Y Outside HVHZ eats to resr Quality Assets, Approved for Use Approved for Use Inmact. Design 1 High Strength Concrete Lintels 4. S. &antl 121noth.1de Ilntude M12022 Yes Yes WA WA Sig# Product Model. Number or Name Product Dascrlmion ComreatExoiration Date I -Z out lda HVHZ' R-esistant Pressure 1 Alpha Aluminum - 8did.8amp:Vented Aluminum Somtf CMU $amp; Wood Alpha AlulnimJm SdkJ&amp; Vented Aluminum 07J3012023 SoWcm &amp; Wood No Yea No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Psgei oft i/d12D21 Coda Entity or =1 2299 Date Pendnp Data TV*, y6ralon Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Aonroyal Adrovidl Status Aftipnati0n 020 2 PGTlnduslries Jens Ro--iif Miami-r3ede BCCD-GER. Miaml-Oade RCCD-VAL 11l052D20 11rtii512020 1 120) 1 H t 20... eyed Appr. , - Category Windows. (941)486-0100 (786)315.2590. sullch eggry::Munons. )rw WskiMpgdndusrnes;c ComphanaeMathod: Certildafion Mark w Listing om FLri M! Rt3 Pt 4fieta , ,,,, r - ....... Duality Assurance Aimreved for Use A -roved for uea d .:, epee . Deal n � Sea # Product Modal. Number or Name Product Descriotlon Cohered Expiration Date In HvHz outside XVHL Resistant Press re i Mullions WAll Doors and VVIndoas .Aluminum Mullions 05/262026 Yes Yes Yes NA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of.2 Ifd12021 Cod. ENIN or LOptt Date Oat, Pending DAe Verslon Manufacturer COMart Engineer B Cleanse Validated By Validated Submitted FBC Approval Amprosed Status Revision 2020 GAF Michael siren Robert le-1,en Jinn W. Knezevich. PE 0926rAn D9212020 1=22020 12/15/2020 Appr-od Calegw. Rpokng (800) 766-3411 PE-59166 (954) 772-5224 SubCalagpty: Asphalt Shingles mstkhQgaf cent' Compierice Method: Evaiuelltri Report from a Flonda Registered Architect or a Licensed Flonda Professional Engineer ;11 FLA A-R2a,Prlidupfs- '" / , ;': -' I -1 - - Quality Assurance Approved for Use Approved for Use impact Design Sao Product W.M. Number or Name Product Description Comr,t.E,miration Date in HVHZ Outaide HVHZ Resistant Pressure 1 GAF Asphalt Roof Shingles Flbefglass retntcread 3Hed lwhimetad, 5-tab and I2/16f2022 No Yes NfA WA In p4idge asphalt shingles Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page: t cf 1 Ir&2021 Cgde Ennri or RM Dec. Data Pending agate Type. Verslon Wouflacturer Contact engine"&Decease Validated 9y Valldated Submitted FSC Approval Ali status Revs n 2020 a Florida Met - Products Inc. N P Clark Jonas James L Bucker. :E J s. P Steve M. PE n M ch, 9272020 6 0 0 a 0 tiara 2 10N42020 12MW2020 d eve Category; Rp n ofi9 f904 783-8400 7 CBUCKEn Engineering ry 9 1717 317-8454 ) Subcategory. Roofi g A essaries that are an clank nameo:eom PE-31242 Integral Pan oftha Roofing system C mpliance Method Evaluation Raped froma FI rd RaghteredAchltact or' a Licensed Fiends Professional Engineer I_LiignMA2 Products- - - QualityAssuratwe Approved for Use Awaked far Use Impact Design seek Product ModaL Numb"or Name Name Product Product Dah-wbon Contract Expiration We in HVHZ Outside HVHZ assail Pressure 3. 3-FLAMCO&quor,RV l 0 Aluminum Ridge Write for pitched roots fabricated 12J312024 No Yes No NIA from 0.025' Alumnium Florida Department of Business& Professional Regulation Page oft Building Codes and Standards 125M22 Product Approval Application Detail Code. Entity pr ggu Date Date Pentlina Date. Tvoe Version Manufacturer Contact Enalnaer&License Validated ev Validated Submitted FBCAooroyal Approved status Revision 2020 All nc n Shutters and Glass Area a Stu e Mli a Barbieri Frank L. Ban hard.. RE Troy'Sh P.E.1012612020 P, 10115I202 11105/2020 D 101512020 roved Approved Category. Shudiii (561) 712-9882 PE-0046540 (954) 047-0880 subcategory; Storm Panels mikel,@.1.merncanshuhe Cemphahcelaethpd: Evaluati-Repmtiroma ra:com" Florida Registered Architect or a Licensed Florida Professional Engineer - Fj`ij]• m,fr3Prdduot - QualityAssurance Aporovedfor Use Aooroyed'far Us® ImpactDesign s # Product Model, Num ter PrNam e. Product Deacri lion P Contract Expiration in HVHZ Outside HVHZ O I Resistant Pressure 1. 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12f3112022 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pager of 6tW2021 code Emtty or Ding Del Date Pentlina Date T V � version Manufacturer tat Engineer & gleans Validated as Contact Validated Submitted al sated � FBC Apcumsel Augmyaa to S tus Revision 2020 ihaeuser Rob Ba dwin ICC Evaluation ServiceLLC Ian Lehrer P.E. 02f0212021 10/13/2020 0210312021 Approved e IC eta Cat : Snuctura . qn Dn n gpry, p 253 $?4.64P6 608 839•3288 1 ) f ) Subcategory: Engineered Lumber Rob rtB.Io r@,wcyerlre " Compltanee Method: Evaluallon Report from a sus...n - Proolird Evaluation Ertfty - , Flies ?d1 1 Adducts Queltd A-u Aggrch sd for Ilse �Agg oved for use Imes at okelkah $# Product Model. Number or Name Product Description. Contract bolration Data kit HVHZ -outside HVHZ Resrstan[ u Press re 1 Michell- Mir 1- atedV er Lumber 03131262: n lie r 1 Me Yes NTA N/. A 2 rallam 54 Pe P erel StrandLumber her 031312023` P m No Ye e NI A NIA 9 Tlmber5trendLSl L.minated Strand Lumber g41312023 NO Yee N(A NJA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 031312023. No Yes NIA NJA board Rim Board 5 Wayerhaous"Rim Board oriented Strand Board Rim Board ('sni2o23. No Yes NIA NIA -A a) a) j --a U 2 L a) o 0_ o _0 0 C M-0 }e U a) ^ I.J. A l -�/�s N -0 ({� �`� 0-0-0 O . 1J/ C L 0- - L ^, W O E U_ O - .Ln to -0 a) O a� 0 CD- 1E `) . = ��/BL. /�� Cn C 14 0 Z w J . - o - C14 ® I () ¢' "l �'Z � /r( ® rlr' I l p-r+- i Cs td) t1S - ; i3 I- � . -1) 1-1 - -- 16) + i-_ . .� (h __ as t N% cf) -Q W <1`_"'_ J y-p '� - -' Q `P a (L`­ s V 1­1 .`, •L AD Y 10 J) U r- S._ ✓ 1"5 Y-- LLI (n L. W -0-J W M CIO o O CD L < L. -0-1 U O CL W C.0 `V m =:3 Q -0 � O L ICU W Q ^=^W� :Z Z Q J 11 SHEET NO. PA 1.1 - _ f-L 111.. I N U) O U O '.•m.. n' C O • � _ Simpson Strong Tie 2020 FBC Approved Products Updated 1213Of2O20 A '... ,. _ Simpson Strong Tie 2020 FBC Approved Products updated 12/30/2020 '. • _ Simpson Strong Tie 2020 FBC Approved Products Updated 1213012020 • � t7n tro'n -Tie 0. 0 eived Pod UCt8 Si Simpson S g 2 2 F C Appr r Updated 12P30I2020 w Q O For Fdirect inks to all SST approvals listed below, CLICK HERE � "- - , For direct links to ail SST approvals listed below, CLICK HERE , '�-'LL For direct Inks to all SST approvals listed below, CLICK HERE _ „ For direct links pall SSTapprovals ls listedpelove, CLICK HERE 's (1) �✓ P1 " or additional inform r r pr lurid 's Statewide Product A N f ce t n. FJO C C HER F on ego d_ g F a c pproval System eirtl Miairp Dade County oboe v Ac pace 1. A), U K E a For additional Information regarding Florida's Statewide Product Approval tam and Miami -Dade County Notice of Acceptance FlD CLICK HERE. F e9 ... g AP System 1Y p : - ( A). R n For additions] Information regarding Florida's Statewide Product royal tam anal PJlaml-Dade County Nance of Acceptance (NOA , CLICK HERE. eg . 9 Approval �. tY p ) .� tlt�one Information regarding I- Ste[ odu t r Approval to -D I+Pp Ys County For additional I pier nF orlda Statewide Product o system and Maori ode Cori n idol ct n O -HER Ice of A ce ace INCA), CLICK E. P . _ FL#2=-R7 FL#10446-R6 FL#10456-R5 11 HUS; HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3. =3 9/16' and heights ranging from 4-5116' to 11", Concealed flange U Sad* Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O 1 Titan Stainless Steel Concrete& Masonry Screw (ITN -SS) 114"diameter Titan stainless steel masonry screw A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, 8TH Brick Ties greaterthan3-9116". C O L L O (3)2 APA21, APA4, APA6 APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMSTI4, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7J8"to 3- Q 3 AP644, APB44R, APVB66 APOWR, APB$$ APB8$R APB1010, AP6101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9.114" to 15'; 0 O 7? FL#9589-R6 APVB44R, APVB66, APVB66R' APV888, APV388R, APVe1O10, APVBID1 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU325 SDS, LGU3 63-SDS, LGU5,25-SDS Face -mount hangers (� O -0 4 APDJT2 4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfFension Strap 14 LU24, LU26, LU28 LU210 Face -mount hangers (Q O > Sea # Product Model. Num bar or Name Product Description APVDJT2R,6 6 DSP, SSP TSP Saud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers , � � O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH461R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H 16-2S Hurricane Ties 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- (3) L' 2 SD9112, SD9212, 5010112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6; APVL4, APVLB, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown SIB" and eights ranging from 3" to 10-15116". (n O 3. SD91125S, :SM125S 'Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR. :Outdoor Accents Light Hangers 9: HS24 Hurricane Tie. 17 MGU3X3-SD5, MGUS:25-SDS, MGU5.50-SDS, VIGU5:62-SDS, MGU7:00-SDS Face -mount hangers C r ^ 4 r � SDCF 434 DGF 12 DCF 2 SDCF22700 22 S 22z , S 2 614, , SDCF228�S, SDGF221014, n P i Strong -Drive g Drive SDC T mbar CF Screw - 8 BV Z L Brio Veneer Ledger Connector k g 1D HSS2 SDS1;5 HSS2 2 SDS3. HSS2 3-Sb53:. HSS4 SDS3: - Heavy Stud Shoe Y 18 sir MIU Berle hangers ens 9 „ 5 - - Face -mount hangers m widths ranging from 1 9J16 too 9 9 9 � � ._ v J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z; CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST6 Straight Straps 118 and heights ranging from 6-15116' to 19-1I2" 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z,.CJT42, CJT5Z, CJT&Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 19 1: MUS25 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ. HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614 SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop: 14 LFTA Light Floor Tie Anchor 9118 to 3-9116" and heights ranging from 3-1111510 13-314". 7 SDS25112 SDS25134, SDSZ5200,SDS25212., SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw g y 13 FC4. FC6 Framing Clips 15 LSTA9 LSTA1.2, LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 'Straight Straps Concealed flange version (SURC, SULC)available for all double 5DS25500, SDSDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps y acute flange Is concealed. 2X and 4X models; on lS256oD, 8 SD525112SS, SDS25200SS, SDS25212SS, SDS25300SS.SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging. 21 U series hangers Face -mount hangers available in widths ranging from 1-911G'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H25T, H8, HIOA-2, H10S, HI 4. HGA10 Hurricane Ties 18 LTS12, LTS16, LTSIB, LTS20 Light Twist Strap 6" and heights ranging from 2.5/8" to 11.1/4". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27; MST37, MST48 MS760 MS772 Medium Girder-Tiedown Straight Straps FL#10007-R8 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9,. MSTA12, MSTA15: MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-IRS 20 L30, L50, L70; LBO Angles 22 MSTC28, MSTC40, MSTC52, MST066, MSTC78 Straight Steps Sea # Product Model- Number or Name Product Description 21 1 Post Cap 23 MSTC4393, MSTC6883 Pre -Bent Straps Sea # Product Model. Num tier or Name Product Description 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 1 LS50, L570, LS90 Skewable Angles 24 1 MST136, MST148, MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATU09-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20 MTS24C, MTS30, MTS30C Medium Twist Strap 1/8 and heights ranging from7-118'to 59'. 3 BP318 2, BP112, BPI/2-3, BP5182, BPa183, BP3/4, BP314 3, BPRTUD3 d Bearing Plates 24 LSSJ2BLZ, L55J26RZ LS5J28LZ, LS5,128RZ, LSSJ2IALZ, LSS;J210RZ Field Adjustable Jack Hanger 26 NCA2x10 12, NCA2x1212, NCA2x8 16 NCA2x10 16, NCA2x12 16 Bridging 2 DGBF Banes Bangers o an " Ravailable.rn Top fl ge angers widths ranging from 3 518 to 7 4 CNW3I8, CNW112: CNWS18, CNW314, CNW518-112, CNW3J4SI8 Coupler Nuts 25 1 LSSR2.1 LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 118 and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available In widths ranging from 1-1 J2' to 3- CTUD98, CTUD99 27 1 ML242, 141-282, ML26Z. ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114"to 24". 6 1 N4, I N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down W SP1, SP2, SP4, $P6, SP$ Sind Plate Tie 4 DGHF series Bangers Top flange hangers available in widths ranging from 1-3/4"to 3- 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTU05; RTU06, RTUD7,:RTUD8 Ratcheting Take Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS 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, MMLU2$-2, MMLU210, MML0I211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2;5, SS3, SS4.5 Stud Shoo 5 EGS; EG7, EGO serves hangers Top flange hangers available inWdths ranging from 5-1/4" to 8- 9 TUW3B Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST1.2, ST18: ST22, ST292, ST2122,. ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11"to 32-1/2". 10 URS3 3i8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30; TB38, TB42, T948. TB54, T056. T960 Tension Bridging 6 EGO series hangers Tap flange hangers available in widths ranging from 3-518'"to 7- 11 URS4 112" Uplift Rod RunTledovm System 33 1 RTC42, RTG2Z, RTC44 Rigid Tie Connectors 35 TW610, TWB12, 7WB14 Wall Bracing 1M" and heights ranging from 11 AWto 32". 12 URS5 578" Uplift Rod RuhTiedown System 34 STC, STCT, DTC, HTC4 Ttuss,Clips 38 VGT, VGTR,.VGTL Variable Pitch Girder Ttedown: 7 GLS,series hangers Saddle hangers available in widths ranging from 3-114" to 6-71$" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 7JC37, TJO57 Truss Jack Clips 37 W8106 WS1000, WB126,. WB120C, W6143C Wall Bracing and heights ranging from 8 112" to 28", 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 116" and heights ranging from 11"to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9J16" to 7- FL#10447-R5 112" and heights ranging from 8" to 30", Seg # Product Model. Num ber or Name Product Descrintion Seg # Product Model. Number or Name Product Description 10 1 series hangers Saddle hangers available in widths ranging from 5-114" to 8-76" 1 DTT2 Hold-down Sea # Product Model, Num ber or Name Product Descrintion 1 C9H2,37x5:5, CBH2.37x7.63, CBH2.37x9,75 Concealed hangers and heights ranging from 10-1l2 to 28"- 2 HDC1014, HDCIC/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 H008, HHDQ11, HHDQ14 Hold-down 2 DSC2R-S0S3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9116" and heights 718" and heights ranging from 7-117'to 37'. 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace: Connector ranging from 9-118" to 23-15116". 12 HGLTV series hangers Top flange hangers available in Widths ranging from 3-1t4"ta 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCPI,81; HCP2 HCP4 Hip Corner Plate- 3 HGU3 33•$DS; HGUS 25-SD5 HGUS 50-SDS, HGU5.62-SDS; HGU7,00-SDS, HGUT25- Face -mount hangers 118 and heights ranging from 14" to 33". 6 LSTI LSTHD8RJ Strap -style hold-down 5 HHRC2.2, HHRC42 HHRC42-2, HHRC411.81, HHRC44, HHRC52513.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5I16"to-3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9118" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1..81, HRC22 Hip Ridge Connector 318" and heights ranging from 55/16" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35: PA51, PA68 Sirap.style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5:62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16'and heights ranging from S-W8"to 13-1/8". 10 PAI18; PX23; PA128. PA135 Strap -Style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9 00-SDS 15 HUTF, HUCTF serieshangersTop flange hangers available in widths ranging from 1-9tl6"to 5- 11 STHD10. STHD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 1 HHUS28-2, HHUS210-2, HHUS46, HHUS48 HHUS410 HHUS550t1'0, Face -mount hangers 112" and heights ranging from 3-7/16'to 15": Concealed flange 12 STHDI4,STHDI4RJ Strap -style hold-down 10 TC24;TC26;TC28 Truss Clip HHUS72511D version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2 THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSURC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9I16". N THAC422, THA426. THA422-2,THA426-2 118" to 5-118" and heights ranging from 4-3/4"to 15-314"- 16 HWP series hangers Top flange hangers available in vAdths ranging from 1-9116" to 7- N 12 THAI1,81f22, THAI2 06122, THAI2.1122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for Woists Concealed flange ve s on (HSURC, HSULC);availab e for all 118" and heights ranging from 5-318" to 28' , v} 13 THAL422 THAR422 Skewed Truss Hanger double 2Xand III models only acute flange is concealed. 17 1 series hangers Top flange hangers available inwldths ranging from 1-911'6' to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26: HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers I72' and heights ranging from 5.3t6" to 32"- 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-911Or' to 3- { TSBR2-24 Truss Spacer-Restraint 112 and het ranging g a heights ranging from 9.1 to 11-1 17 VPA2 VPA25, UPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 J8 series hangers g o8 flan Width p flange hangers available in vjdth of 1-91f6" and heights a �= 18 VTCR Valley Truss Clip 9 reaterthan2-9/16". ranging from 5-3/8" to 7.114". -_ y - � 10 HUC01,81/9SDS, HUCQ1.81/11 SDS, HUCO210-2-SDS, HUCQ210 3-SDS HUCQ310- Face mount hangers 20 JBA series hangers Top flange hangers available in Width of 1-9116" and heights SDS,HUCQ410-SDS, HUCQ412-SDS; HUCQ5.25JO-SDS HU005.25111-SDS, HUCQ610- ranging from 9-3118"to13-118". SDS, HUCQ612-SDS 0 J^a` N 1 N U W y yy Lt0 O U O /�° c- i1J .-/ Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30t2020 . Simpson Strong -Tie 2020 FBC Approved Products p g pp Updated 12t30t2020 For direct Inks to all SST approvals listed betas, CLICK HERE. .. For direct links to ell SST approvals listed below,.. CLICK HERE. For direct links to ell SST approvals listed below„ CLICK HERE Fordirwt links to all SST approvals listed below CLICK HERE. .. , - .. :- i i CD K H RE For additional information regarding Hondas Statewide Product Approval System and Miami Dade County Notice Acceptance {NDA), C E ... -. .. Statewide S e M e Ceu ' NoticeAcceptance, NO - CK HERE. For additional Information FlvndasProduct System and ami-0ad my v of ..MCA), SrjJ ,.. .. Faaddkional infvrmatr r ardor Flarldas:Stetewide ProdudlA royal System and M mi-0ade Count pn 4g g pp ys a a i .I IC:ir'H FRF Notice of Acceptance NDA --._..-_, y p... ( ), . . , a Fare dddional information regarding Flondas State Ida Product A royal System and Mi D de Count a e9 g W pi PP Ys a am a i[:K HF J RF r Notice of Acceptance D __. _.- .._ _. v A... pt (N A), 21 LB series hangers Tap flange hangers available in Wdth of 1-9116" and heights FL#11468-135 18 SILBVI.56, SILBV1.81, VL5V2.06, S1LBV2.37, S1LBV2:56, SiLBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1l8": S/LBV3.56, S1LBV3.62, SILBV4.06, S/LBV4.12, S1LBV4.28, S1LBV4.75. SILBV5.50 6 Strong-Bolt2 (STB2, STB2.4SS, STB2-6SS) Strong-Bolt2 Wedge Anchorfor concreteavailable in carbon 22 LBAZ series hangers Top flange hangers available in wdth of 1-9116" and heights Sea # product Model NUm bar or Name Product Description 19 SILTT20, 5/DTT2Z; SMTT14, HTT4, I Holdowyns steel and Types 304 and 316 stainless steel ranging trom9-3A6" to 13-115". 1 HHUS210 3, HHUS210-4 Joist Hanger 20 SJMST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, 7HD-H6SS, THD=CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in Widths ranging from 3-114" to 5- 2 1HRSB, HRS12 Strap Ties 21 SP4. SP6 Stud Plate Ties avaiable with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Widths ranging from 5-114" to 5- 4 THGB2, THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718' and heights ranging from 9" to 32-112". 5 THGQ2-SDS3, THGQ3-SDS4;5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TDD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-911.6" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH THD37212RH, Titen HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24". THD50234RH, 71-1010212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-i18".. FL#11473-R5 F1.413904-RS (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in Widths ranging from 1-9116" to 7- Sea # Product Model Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#18230-R8 113' and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSH0G, CCQM4 62-SOSHDG, CCQM5.50-SDSHDG CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQMS.50-SDSG, CCCQM3.62 SDSG. CCCQM4 62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16-2,H1&2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#108(i 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM462G-KT,ECCLQM5-50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesivefor masonry 5 HETALI2, HETALI6 HETAL2C Embedded Truss Anchor ECCLLQMD4.62G-KT ECCLLQMD5 5OG-KT, ECCLRQMD3.62G-KT, ECCLROMD4:62G- 3 SET-XP SET-XP H igh-Strength Epoxy Adhesive for masonry 'Sea# Product Model. Num bar or Name. Product Deschotion 6 HGAMIO HMO Masonry retrofit con nectars KT,ECCLRQMD5.50G-KT 4 Strong-eolt2(STB2) Strong-BoI1:2Wedge Anchor for masonry }n,� 1 ABA44, ABA44R, A8A46, ASA46R. ABA66: ABA66R Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHE-FA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50Q HGUM7.00, HGUM725, HGUM9.00 Heavy Masonry Hangers 5 Titan (iTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder T'iedown 4 LGUM26.2, LGUM2&3, LGUM28A, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, TH D-CS&SS) Then HD Heavy -Duty ScrevvAnchdr for concrete available in 304 ABU88R, ABU1010; ABU1010R. ABU1212, ABU1212R 9' LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48: LGUM410 or 316 stainless steel with hex head, and 316 stainless steelwth 3 4 ABW442, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66FZE ABW7-7 AC4,A04R,ACE4,ACfiAC6R,ACE6 Adjustable Post Base Post Cap 10 11 METAI2, META16, METAIB,META20, MSTA24, META40 MSTAM24,MSTAM36MSTCM40,M5TCM60 Embedded Truss Anchor Strap Tie for Masonry 5. MBHA31219.25, MBHA3.12111 25, MBHA35617.25, MBHA3:5619.25, MSHA3.56I11.25, MBHA3,56111,88.MBHA356114,MBHA3.56116,MBHA3.56/18;MBHA5S0/T25, Masonry Top Flange Beam Hangers 7 Titen'.Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry U) 6 SC4, 6C46, SC4R, BC6, BC6R, BCB, BCS2-214.. BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5,5019.25, MBHAS 50111.25, MBHA5-50111.88; MBHA5;50114, MBHA5:50116, 6 CB44, CB46 C848, CB66, C1388 Embedded Column Base MBHA55Ofl8 7 C85044-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ85-SDS2, CBS088-8052 Embedded Column Base 6 MBHU3 5619.25, MBHU3.56111 25, MBHU3,56111.88, MBHU3.56114, MBHU356/46, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps A th W1 ranging from 3-14' to O.117' and FL#11496-RS MBHU3.56118, MBHU55019..25 MBHU5.50T11.25, MBHU550t11.,88, MBHU550114, W2 ranging from 3-5f8" to 7-1f2" MBHU5.50116, MBHU550118 sea # Product Model. Number or Name Product DescrfAlon � O 9' CCQ-SDS2;5; ECCQ-SDS2,5 Series Screwed column caps with W1 ranging from 3.114" to 9.112" and Sep # Product Model. Number or Name Product Description 1 X34DIOI 5K, XiS1016, Xi B1016.4K, XQ1S1016, XQ1 131016-4K #10-16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-518" to 7-If2" 1 DTTi Z Deck Tension Tie Drill Point /1 10 CPT44Z, CPT66Z, CPT887 Concealed Post Tie Base 2 1HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T`I224, XLQI14B1224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EP644, EPB46, EPB66 Embedded Post Base 3 1 HD5B, HD78, HD9B Bolted Hoidowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base 4 1 HITS; HTT5314 Tension Ties Aea # Product Model, Num ber or Name Product Description 3 XM01'14SI224, XMQ11481224-21< 912 24 Strong Drive XM Medium -Head Metal Seif-Drilling, O 13 1 LCB66 Embedded Coluln❑ Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY 5erews Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDVV22634 4 XQ114S1224, XQ114B1224-2.5K, X114S1224, XQ112S1224, XQ11261224-2K #12 24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 F"111 15 MPB44Z, MPBM71 MP288Z Moment Post Base 2 SDVVC15450: SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point v 16 P8441 PB44R, PB46, P866, PB66R Embedded Peet Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH19600D8, SOWH19800DB, SDWH191000D6 Strong-DriveSDWH TIMBER-HEXScrew 5 XUMS1016, XU34B10165K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screv s with 17 PBS44A, PBS46: PBS66 Embedded Post Base 4 SDWH27400G, SDWH276DOG SDWH27800G, SDWH2710OOG, SDWH2712OOG Strong Drive SDWH TIMBER H EX HDG Screw #1 Dril Point 18 PBV6, PBV10 Round Post Base Seo # Product Model, Number or Name Product Descrintion 5 SDWS16212, SDWS16300, SDWS16312, SDWS10400 Strong -Drive SDWS FRAMING Screw 19 PC44-16: PC46-15, FC48-16; PC64-16, PC66.16. EPC44-16: EPC48-18, EPC48-16, Post Cap 1 SB518x24, S67t8x24, SB1x30 SB Anchor Bolts 6 SDWS19800,. SDWS1971 Z SDVVS22400;SDWS22500 SDWS22512, SDWS22600: Strong -Drive SDWS TIMBER Screw (Interior -Grade) O EPC64-16, EPC68-IS 2 SST816, SST620, SSTB24, SST628, SSTB34, SSTB36, SSTB16L, SST620L,SST624L, SSTB Anchor Bolts SDWS22800, SDWS22900, SOWS221D00; SOWS221100, SDWS221200,SDW5221500 FL#35320-RO L 20 PC4Z, PC41RZ, PCSZ, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230OD9; SDWS22400DB, SDWS22500DB, SOWS2260ODB, SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44.6Z Post Base 8 SDWS22312DBB, SDWS225120BE Outdoor Accents Structural Wood Screw 1 DSSC643'-51 DSSC645, DSSC648, DSHS Bypass Framing Drift Strut Connector ^' 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS27600SS. SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FGI3A3_51 FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector 'W SDWS271 OODSS, SDWS27120OSS 3 FPHS034S1016, FPH.SD3481016, FPHSD3481018-5K; FPHSD3451214, #10-18 and #12-14 Strong -Drive FPHSD Framing-to-CFSSeff- Sea 9 Product Model- Numberor Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.)K Drilling, Tapping Screws CIO FL#10866-R5 I CMST12, CMST14; CMSTCI6, C814, CS16, CS18, CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFCB 25, SFC2.25 SFC4 25, SFC6.25 Steel Framing Connector U 2 HRS6; HRS8; HRS12 FHA6, FHA9, FHAl2, FHA18, FHA24 PHA30, MSTI26, MSTI36, Straps 97 mil (12..ga) 5 LSSC425, LSSCB 25, SSC2.25 SSC4.25, SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description M8TI48, MSTI60, MSTI72 S/MST27 SIMST37 SIMST48 MSSC4 25KW, MSSC6 25KW 1 FJA, I Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5 RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49; LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (16 go) 7 SCB43 5, SCB45.5, S0847.5, SC649.5, SCB411.5, MSCS45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 G1146$ GH46-8, GH48-6, GH48-$, GH410-6, GH410-8, GH66-6, G H6&8, GH68-6, GH68- 8, GH610-6, GH610-8 Girder Hanger 5 6 1 LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, ST292, ST2122, ST2115, ST2215 I-SUBH325, SUBH3.25, MSUBH3.25 Straps 33 mil (20 ga) Bridging Connector Seg x 1 Product Model. Num per or Name AS IS, AS 1885. AS 1836 Product Description 18 ga. Truss Plates 8 9 SCS32.5197, SCS62-5197, SC5625(118, SCS82-5t118 SOW25, SCW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 305A, 01-6513, 01-65C GLBSD, GL87A, GL87B, GLBTC, GLB7D Glulam Bearing Plate 7 1 Lateral Tie Plate 2 AS 20HS 20 ga High Strength Truss Plate 10 SJC8 25, SJC10.25, MSJC8,25, MSJCI0,25 Steel Joist Connectors' 5 GLBT512, GBLT612, GLBT516, G2LT616, GLBT520, GBLT820 Glulam Bearing Plate 8 LTS12, LTS16, LTS18 LTS20 Light Twist Straps 3 AS-20 20 ga Truss Plate 11 SSB3:518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBS, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 1 MSTA36, ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7801414 #14-14Strong-Drive XLSH Shouldered Seta -Drilling, Tapping0 t V 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST8238 Straps 68 mil (14 ga) Screws w 8 UFP10-8D83 Universal Foundation Plate 11 MT912, MTSI6, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium TwistStraps 13 X01S1018, X01 B101&4K, XQ1 S1214, X0181214-3.5K, X07881224, XQ78RI224-311 #10-16. 412-14: and #12-24 Strong -Drive X Metal Self -Drilling, 9: URFP Universal Retrofit Foundation Plate 12 SIB1,56, SIDI 81, SIB2.66, S162 37, SI62.56, S16268, SIB3.12, 5163,56, SIBS 62, S764.06; Top Flange. Joist Hangers FL413730-R4 X0114SI224, XQ114211224-2 51<X0112S1224, XQ1 12BI 224-2K. X$461016-5K, XIS1016 X1B1016.4K, X1S1214, XIBI214.3.5K Tapping Screws ¢ 13 SI84,12, SIB4:28, SIB4.75, SIB5.50 SIBA2.1218, SIBA2.12I10, SBA2.12J12, SGA2.12114, SJBA4.1818, S1BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description W Z J S/BA4.18M2, SJBA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SI 1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75 GDPM-100, GDPS, GW-50. GW-75 GW-100, GTH Gas actuated fasteners and assemblies 15 SIHD8S, SIHC80, SIHD1.08. S1HD106, SIHDI5S, SIHO1513 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SIHDU4, SIHDU6, SlHDU9, SHDU11 Hotdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA PTRHA3, PTRHA4 J 17 S1JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 U) —C1 3 > 0 MIAMI-DADEM P6T IfidbistriesInc. _0 Fl� PGT Emdustries, Ine, FRODUCTCON-MOIL SECTION CL 0 I IWS SW26'Sr* Romtu2ft 0_ "WE OYACCEPTANCE: EVIDENCESUBMUTEDL NOTICE OF ACCEPTANCE. EN-MENCE SUBMITED Co -0 0 DEPARTMUff OF REGVIATORY A" ECONOWC WESOMM(RM) Wkm� Florj&.33175-2474 NOTICE Of ACCEPTANCE.- EVIDENCE SUBAETM DCURD A" CUDIE A]DRIMSTRATION DrUMN. TV96)M-25W F(7W315-2399 Z (n D. QuAun, ASSURANCE NOTICKOF ACCEPTANCE (NOA) I. Evidence submitted under previous NO -A =3 CZ CO B, TESTS (continued) I., 3&ami Dade Depmlmient ofRegulatoryarid EcoiJamic Resources (M)- -0 0 -0 A. DRAWINGS, 0 -2 1070, Tethadag Mitt, L NLIMIfachwl!es.dicdl2wi�pandswtims- 5,. Testreporton I) Air Imfiltram Tesk, per FBC, TAS 202-94 0 NorthTeake, FL 3427-5. (SuhwWAf zmder.�VOAJY& 11-010Z #4) 2) Uniform Static Air Pressure 1esti per FBC, TAS 202-" MATERIAL CERMCATIONS 0 LL SCOTE1 2- Dowing No- MD-5570.0, titled'-Virlyl Sliding Glass; Door NOA sheets 1 3) Water Resigame Test, per FBC TAS 202-94 1. Notice ofAccep=ce No 15-0:528.14 issued to Vision Extrusion Limited for their ion A dated 4) Laur Missile Impact Test perFBC, TAS 201-94 -N%Ihke Rigid PVC Exterior Extrusions forWindaws and Doors-, dated 0&'13/15, U) 0 0 > 21 of2l. acturer, dated-IOV05115, with wm -0 E 0 TbnNOAt&bemgus,uedmndff&eappheab-t--nitesandreguktmsgowmmg, weD through prepared by manuf L_ -1 Per docununtidon, submifted hasbeenrevwwed and awepW byMaini-Dade Coutty RIM -Produ&Control Sertkynto OV05117, signed and scaled by A- 43,mn NIOM RE 5) Cyclic Wind Presmare Loading FBC, TAS 203-94 expiring oa 09130/19. U) (1) be used in Mami.Dade -Covidy and odormeas where allawedbyihe Au&mi�rHavwg Juris&ctim (ART� 6) Fwed. EWy Tfst, per FBC TAS 202-94 2. Notice of 'Acceptance No- 16-0120�eS issued to Vision Extrunon Limlited fbr their -1-E M -C= 4- Control Secbm B. TESTS diagramof vinyl slidin&gJass doorprepared an 202 and lWiter Shades (No This NOA shallaotbevAd aftrthe expirafma date 1000 1 u-N11dw) Rigid PVC Exterior Extrusions, for F_ CJ) < (In Miami Dade Coupty) anAlorthe AIU (in arm other thanMiami Dade Ccn�).res erve the right to have this signed and I Test rqmt on I) 'Uniftm Static Air Prmure Test, FBCr TAS 20�44 by Fenestration Testing Lab- Inc, Test Rcpoo No- jFTL W49,, dated 1 LVdq 5, Windowsandl)oers7' dated�l2Uil6,expiringen.12/29�2I- Per product ormAerial te-Aed forTality asnzanceputposes- If1haprodad of underiatfails toperfarminthe accq'ted 'FBC-, TAS 201-94 3. Notice of Accept qnce We - 15-W28.15 issued to Vision Fidrusion Limited for their 2)Lj!geNFhsi1e1nlpad1es;t per . sealed by Idalmis Ortqga� P. E. (Iksl report revised on 12MA 5 and GM 1116) numner-thema etu m- will inmithe expww of such testing andthe AlUmayim=Bdiately rev ake, mo dify, a r -94 -Brown Coated (Painted or Laminated) White Rjpd P* C Exterior Fxtivmons for 3) Cyclic'Wind Preswe Loadingper FBC, TAS 203 6- Test report on 1) Air Infiltration Te-,;L per FBC, TAS 202-94 mupend the - Use of such Product of Material WOM their jurlisdid=. RER reserves thLe nj&t to revole this a1ongw1thAq4wd-tq drawinp arid inst0ation diagram oftinyl sliding glasA d=. prepared 22) Uniform Static Air Pres=e 11ast- M FBC, TAS 202-94 Wmdows and Doors-, dated,08A3115, otpiring aq 091/3011-0- acceplance, if it is detemined by-MaMO)ade CountyProduclConkol Sectionthat this productornu&erial rails:to 717,44 12A,7715 Resistance `11est, -per FBC, TAS 202-94- eptanceNo- 16-0712.02 issued tGENERGI Fenestration Solufions�USA, by I�eneshr�tion Tft* L;�b, Inc, Test li*ort No- Fn 9 signed and 3) Water 4� Notice ofAcc Inket the requix�ts of ihe tWhcabte,building co& R terto it approvedas 4escn'b-,Jhemin andhas been. designed to =4Ay wilh 1he Florida'Building Cade, On546 and 64116) 4) Large Mosile hopact Test perFBC, TAS 201-94 Ime. fat their , ANT3440 and Lighter Shades (Non,-Ul FN'C Ex r This product P_ L (Tlbst on, , 7j'04121. 2,_ Test Tes� Extrusions- for Windows and Doors' dated 09J15116- cKpiring on 02 ineluding the lhgbL VekxAy Hurricane Zone. upw on I Air Inftmfion -per FBC1 TAS 202-N 5) Cyclic Wind: Pre-Amw Loading per FBC, TAS 203-94 5- Notice ofAcc:cpfttnce No- 1"71:2.04 iss;ued tGENEK1G1FenestmfionS1Dh16DM USA, DESCRIM O-N: Series 7 W_ 770'" Viny I Sliding 'Gla ss Door (RkinforreA) wtwo, 9 GF & 1 &50 corner s-L MI. 2) Uniform. Static Air Presswe Test� per FBC, TAS 202-94 along with madied-up drawmgs and installation dagram. of vinyl sliding gUss door prepared C Exterior 3) Water RmL �, Test, per F13C. T-AS 1,02 94- -enm Test Refmt No- FTL 9$52, dated. 12AAq5, signed and Inc for thek "Bronze and Lighter Shades of Cap, Coated Riod FV APMOVAL DOCUMEN.-T- Drawing No_3ML5570.0 RevB, titled ­Vini�4 Sliding Glass I)oorNOA �EW, sham by F tration Testing Lab- Inc- 4) I_vge Ussile Impad Te5 t revi Extrusions for VLI-mdaws and Dem. "dated 09/1 Silo- uTiringon 0411&20. p&FDC�.TA$ �01-94 sealed by, Idalmis Oxtega P. E_ (17est report sed 6A 0211512016) 1 througii 21 of 2l,prqparedby=a=facftuer, dated 10/0545and last re;dsed on 02A)II211, signed and sealed by I � I cENERGIF=estrationSalutions USA, 5) q�* Wind Pressure Loadingper FBC, TAS 203-94 7. Test report on �1) Uniform Static, Ak- Fiessure Test, per FBC, TAS'202-94 �6. Notice of Acceptance, No- 1"712.03 iss;ued t A. LymNfiller, 'P-E., -bearing the County_?i6duaCotttrallle staW vith the Notice of Inc. for their "White Rigid PVC Extemi Extrusions f9i %lindows and Doors - c dated. Are-epiancenunAwand eVir�date bythe Nfiami-Dade County Product Contol.Section- 6) Forced Entry Test, pei FBC, TAS � 202-94 2) LaTe Miss& Impact Test per]FBC, TAS �201-94 along wdh=mked­up drawings and m9allittion diagram Dfvuo sliding gbw doorprepamd, 3) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0811Q47, expiring on'02tM8_ NIISSILEDffACT RATENG- Lirp and i A byFmestration Testing Lab, Inc�_ TCSt RqXXt_NQ_FTLS5*S_ dated 11)W15- *icd and akog with marked -up dravvinp and kst2W' di vinyl sliding glass door, prepared 7- Test reports No(s). 10_w_�792(A), 10-06-MOS27, 535753-09.� per ASTNEE-K on lagram of' sealed by Idaimis Oftega�, R E_.(Test repoitievisied onOl-W6 and 02AL'20,16) by Fenestrafion Testing Lab- Inc., Test_Rrport Na..FTL 6638 (samples A-1 tbru A-22),,dated ASTUD:1929 and AS-MM-635. issued by EXOVA toVision. Extrusmi for cehilosic 1. See table I (sheetD andiable 2 (sheetD forapplicableSGD unit sizes, desigare&mes-_ reii3forcenentsbroes, 3., Test report an 1) Airltiffitmtton-Test, pa FBC, TAS 202-94 1149,110, signed and sruiled by Jixgt.A_ Causo, P. E_ (Submi#*W wtider AMO-4 Al"k If- con4msite material glasstypes, sillriser(see tables B-1 &,B-I,gheds 7--$)=4�awlwTLvyout���vequinmeatsin 11 ftu1W 0107.04) 2) UndbamStatic Air PRssure,Tegt,_ [w, FBC, TAS 102-94 (SubnrilW under ATO-4 Xx 11-0197 04) 2- Rigid White PVC.-Tano;on-white) RigidPVCaaRrown-coated (Paintedorlarn white, Rigid FVC to be fAS 202-94 8- NoticeofAcceptanceND 14-0916.11 issued to Kummy America., Inc- fortheir. labeled pef reftenoeAOXs requivenkffb. 3) Water ReAstance- Test, per FBC� 8 Test report on 1) Air Infiltration Test, per FBC, TAS 2P-94 Air Pre&qxe Test, per FBC, TAS 102-9-4 -SeuttlGlasig, (Clear and N81ke) Interbyer`% vEpiiiag on 071"18. Z I Egre�is operabledocdstumt ccanlAyrwithmin ekwwidth.orb�dgfttperFBCfeqokenunt as apphtg6le- 4) LmZe Aftstle Imp. -%I Test per FBC, TAS 201-94 2) Uniform Static 4. Pocket-walts under separate apptcn-aL to be fevieviedbyBuilding official :5) Cyclic Wind Ptessure,LoWingper FRC, TAS, 203-94 3) Water Resistance To, per FBC, TAS 202-94- .9. 'Notice ofAcaTtanceNo-16-1117.01 issued toKivaray America� Inc-ftflicir LABEMiG; Each unit " bear a pennmentlabel with the or logo, c-4y, state and series and itry Tcst, per FI11C, TAS 202-94 4) Lwge hfissile InVact Test per FB -94 "Trosifelt "traclear, Ctmr and Color MB Interlayerf', cq*ing on 07M/19. Foriced Ej CJAS 201 follow- - stattawnt 'Mami-Dadle County Product Control ApIrovW' noted herein- along with naftd-W dawillp and insuM ?A(xm- diagram of vinyl sliding, gh_s� dom, pqm�d 5) Cyc& Wind, Presme LDadmg per FB C, TAS 203 -94 Ing, TA&2:0 -TS RF'-N-EW--ALof'gi�NOA.Aabecm"acii!dafteratenewAamllcafimhmbeeaffiedandidlerehasbeeciLno by FewdrZion Testing Lab, hw-, Test Report No- IFM S547- dated. I W15z signed and bjbmed Enfry Test, M FBC, ,_94, IF. STATE-NIEN W change in 1he apphcablebuUcl*gcodenegatitely affficting the perfounacce ofthis product. v-*d �y Ldaluis, Oitegk P_ E-frest _mport mi.sed onl.02IM6) al�mg withmaa1xd-updmw-mgs and fiLstallation digram. of vinyl sliding gLiss doorprepared 1. Statmentletter oftonformance with FBC-5th Edition (24014) and FBC-601Edition -7 4- Test report on 1) AirInf MXion Test, per MC, LAS by Fenestratim TeAmg, Lab, Inc- Test Report No__FTL 6137 (&mR*s A- I thru A-5), dated (ZOI � mued by m2nuf2ctureL dated 0&14117, signed & se2led by Lym Miller, PI_ T ERNINUTI 0'�N-1 o f this NQA vnill oc, cur afIer the expiraticta data or if them has b een a revision, or change, in The NOA AT&. 11- dated 04/1&17- issued. by manufacturer, signed materials, use, anWormmuhiclare f theproductarprpcess, Misuse of this NCA's,weadomementof my,prodii1o, -7) Uniform. Static Air Press= Test', per _FBC_ TAS 202-94 12MI10, signed and sealed by Jorge A- Cam, P. E_ (Submiaed tinder 2- Statement letter afto financial inteumt, 0 , a Ej Water Resastmrr Test� M FBC, TAS 202-94 & sealed by Lynn Miller, ?T_. f"sales,advertisingoT` ototpurpme-iF"t*=a&any*minated&NOA.-FaAumtmcca*ly*A - -any WW 4) Ixg Nftfle ItVad Ted perFBC, TAS 201-94 1 Le.tterof lab complimerpart of the above.test wpoils. AD . VERTM-t EMEN, T: The NOA nu niwx prec eded b y thEvioids hfiami-Da de Coun ty- Flonda� and fo llow ed by th e 5) CYC k"lid Pressure LoAdiagper'FBC, TAS 203-94 C. CALC-ULATIONS 4. RER.Test Proposal No. 17-=7� dated 05�05,117,sq;ned bylshaq Cbanda� P.E_ expu== dat may-bedisplayedin advestsmgbteratme- -If anypoAmnofffieNOAis displayed, then it %hall be 6) Forced Entry Test, per FBC, TAS 202-94 tions and structural anab-tis compbying with FBC-2DI I Anchor ver�on. cakula K done in its entire�. along with m2riced-W dn wings and in�t ion diagr;tm of -Vnyt sliding - glain door, prepared '1540 lag m Apned-andsealed by G. OTHER _0 pepued by PGT,-dated 12%, xised =02/15q6. INIVECMON: A�copyofthis entireN0Asha1lbePrqvi&d10 the-user-bvihe by Fmegmtion Testing L*- Inc-, Test�Rppoftwb. M &548� dated 12*4115m sigi� and 1. Notweof Accepta= No. 15­121k0l, issued to PGT Industiks, fortheir Series AAthxY&yL, P�E Subm V Xa� 15-1210 � -> .6- 0, ftd­imd-rN0AJ I- 1 .01 - (7) �- C) seaWb-y'1da1mis0tteS;k?.E.. estrel�odwvised,mOlitWli5mdO2lllfl6)- Vith,AS 300�09_ -557012770" Vinyl Sliding Glassboor (Reinforred).- Lxl', CX13iing on,"1*21- 2. Gbzink rbmoes PS ThisNOA revises &rvnevs'_N'4DA#20-0429.05 and emsuft oflhispa.ge I and e.-videncepar%E�l, E-2, E-3, E4, 154'. 7 Z 41 0" E-5 & E-6 as well as approval documentmentioned abow. Iskaq L Uw4s_ P.E. Ishaq.L Cb2m&, PX. iz CU 1: GO The submifted &x=nwtmftcn was reviewedbylshaq1 Chaida. P.E. Product Coutral Uxit Sldpemisor Product Cow- el r!Lik Sup—o r Product Comtrol UBit Suptrviiar _0A Z"M NOA No. 214-205M 7D NOA No, 'a-0206,93 NO- 2141 ApritI4,,24-24 AprA'14r2bZ6 Avril,14,2#216 Approval Date-41brok 16, 4pfova I h�tel" NLwevus"16II Approtajl)atei:Xj�rch _15,2021, XNri`h'1#,2#.21 j) PA gie 1, 1E -1 'E -2: < j U _Q 0 c) PGT ludu.strim Inc CG1'Wmdowi7and1)Qom Inc. PGTIndastriesiLte. 40- LU NOTICE OFACCEPT-ANCE: ENTDENCESUB-MiT TED NOTICT OF, ACCEPTANCE-- EVIDENCE SUBM][T TED NOTICE OFACCEPTANCE: ]EV'IDENCE S-UIBMITTED 2. Evidence Submkted under pmioussubmittal E;.. MATERIAL CIRT111CATIONS (continav) 3. NewEVdence Submitted. 5. Quanex� Pat Suwr SDacer Stnudm-d compb6ag with.ASTM C518 Thermal,Conductivity A,. DRAWINGS 0-98 1 IITU-�e_ br_4!�T, ASIM F 1J549 UVM­�P2%_ MIM: W985 Dxygm4m, ASIM1 A� DRAWINGS 1. Drawing No. MID-59,570.0 RevB, titled 'Vinyl Sliding, Gkm Door NOA aW, sheets M90 I.G_ Dumbility-No Fog -Pass, (S&bntdkdunderpmwus NO 4 X& 1S44499 05) 1, Dizqdhg No. AED-5570.0 Rev W titled --Vinyl Sliding Glaas DoorNOA Wy% sheets I I thmgh 21 of 21,-ppqmrr-d bym2nufacturer- dated 10/05/15 and last revised on through 21 of 2 1, prepmed by manufacturer, dated 10105115 and last- - rev mied on 02M t2 I o4p- 2-co, sW e d a nd s ealed by A_ Lynn Miller, RE 6. Quanex Part Dar coupbring with ASTM C519 Thmnt Conductivity 2-22 BTU -in/ - hr.-WLOR ASTM. F 1249 WVTK-Pass. ASIM D 1434 Argon Permeauc*-_Pass, A$IM I E signed andsealedbyA_ Lynn Miller, P.E_ revision �cansistsrephcement of sanc existing nistatlation screw wa flat head - Note: Ths L B. TESTS 2189 1-6, Dumbilityl-N9 Fo& ASIM E 546 Dew Point Development -20'F in 48 hm I. Test iepcdts on: 1) Air Infiltration -Test, per FBC, TAS 202-94 Owbiff"Td' under A10.4 No. 15-64#_A,0.�). B. TESTS 2) UnSonn-StaticAirPirssm Test, LoadmgperFBCTA.S 202-94 7- Vision ExtrusimLs, Ltd. Pwis complyi4g with PVC-AAMAI 303-13, Vokukary Specification 3) Water Resistance Test, pef FBC-,TAS 2V--94 for Rigid P*v*4 ChbrW (PVC) Ex� Profiles f(w Vision Extrusions, ftd_­VEY_-1 by 1. Nam 4) 1AW Missile Impact Test MFBC, TAS 201-94 AAMAL Fewmhatian ExtetiorProfile Ctrltifi=fion PrQg=n,(&bmhZnd under NOA IV& 15- C. CALCIJILATIONS 5)Cyct-rWindPessureLo�bdin peFFBCTAS'203--,94, 0409.,05), - � Mg 11 with PVC-AANIA 303-13. L. Now - along, with madwd-up drawinp and inst4llafi(ndiagrm of"AH PGT industrim Inc. 8- Vision F-mlusions, Ltd- Parts ccupbling representaftw units listed below and tesird to quWy D @Wsil 791 atd. Dowsff 9 83 sfficones� fSubmiffed under NOA No. 15-"" rqmed by Fenestmtton Te&ftag LA)"oty Inc Teg Rqxffts No-: PVC-AAMA 303-13- 1 Vokmixy Specification 'for Rigid Pobvkyl Chloride (PVC) Exterior D. QT-T-UM, kS.SU&kNCE mi Rewuices (RER). FTL-7897, PGTPW5520PVC Fixed Wmdovk, (imit 6 in proposal), dated 09M/ 14 Profiles for Vmon EVmwns, Ltd ­VEX-1 by AAMA Feriestailmn Extenor Profile 1. -Nanu-DadeDepzhnentof,RegLAatoiy=dEconomc FTL-20-2107.L PGT SGD780 AluminumSliding Glass Door (unit 7 in proposal) YTL-20- Certification Program 2107.2, PGT CA74.0 Akal, outswing.Casevient mudow (unit s in qwpow) YYL-2o- 10. Notice, of Acceptance No. 19-1217.14 issued to Dwq� Fenesuation Sobltion, USA, Inc. for E. MATERIAL C ]ERTIFICATIONS. 2107.3, PGT PVV7620A Altiminum Fixed: W-indow (unit 9 in pwposAD and IFTL-26-21,67.4. their "fait 3040:& light shado (non -white-) White Rigid PITC Exterior Extrusis for L Notice of Acceptan&e-No. 19-005.02 isw� to-Kurar-ay,America, bar. fbaheir > PGT PIW7620A Aluminuin fted Window (unit 10 in propo&* dated 07/1,31X, 9 dgned Windows, and Doore, ea#ring on 02/04�QL "Trosifoll, Ultrarlear, Clear, and Color PVB Ghm Interlayers', eViong on 07)GV24_ 0 and sealed by Idalmis Ortega, P.E_ 11 Notice of AccepUnce No. 18-0 122.02 h-wed to Baergi Fent �sir� Sabilion, USA, lnc� for 2. Noticeof Aceqnance No. 17-080&02 issued foKurway America, Inc. for their tbar opes -Ulute Rigid PVC Exterior Extrusions for Windows- atndDoors7, e4umg on "SentryGlast (Clear md%de) GJm Interiatviin -expiring on 07AAn-3- > CL C. CALCULATIONS 02)2V23 3- Notimpf Acceptance No- 18-1106 10 issued To Vision E=usions, Limited for tb6rBrown CDL 1. Andaor vmfkaftun cakulations, m,d structural =*sps, complying with YBC 7& 12. Notice of Acceptmwe No-,2"203.05 issued to Enem Fenestmtion Solution, USA, tar Coated (,Painted or Larninawd), White Rigid PVCEU#zior 0 < �ft Exhl"kes f6rWilid6ws Edition- (2020), dated M1'20� prepared by manufacturer- -signed and sealed, zby their "Bronze & light shad# cap coated Whiik- Rigid PVC Exterior ExtrusiowsJor and'Doors"'. exlwag on 09130124� 0 AntbonyLymiffgji!�, P_E_ 11"Indows and Doors', expuing on 0414SP25, 4- NoticcofAcceptaaceNo- 19-1106.11 issued toViswn Enraswas Limitedfurtheirsenes; =3 2. can4kes, with ASTIME1300-04,-49,-12 and, -1.6. "VE 1000 Tan 1.02 and lighter shades - -A - R'%Od Caular PVC.Exterior _0 F* STATEAIENTS Extrasioms for Windows and Doors7, o4iring an 12t29/2 L D. QUJ�UXfYASSURANCE 0 1. Statement letter of confomance to YBC " Edition ('2020), dated 04122?X. issued by Mi.�Dalde, Dqmtnvnt ofRqnahtory andEcmomic Rtswrces XER)_. MaWfaftfff, Signed 2nd se%led by Anfhany Lynn Millm RE, F. STATEMENTS CL E. MATERIAL CERTMCATIONS 2. Statfinent letter of no &MCial interest and -Gf iSsue�d'by ff=f2dufff_ dated L Statemsit le-tter of ronfbFmaw,* to,1YBC` 7* Edition (20-70), dated OMI)21., issued by L Notice of Acceptmrr No. 19-03(65.02 issued toKurarar America, Inc. farth& 04/1 R020, signed and sealed by AnthoqyLynn Millff.10 -AE� mamifhaurer- nthonyLynnMiller. P_E�' signed and galed by A "Trosffelt- Ultraclear, Clear, and Color PVBGlam . Interkyers7, e-V king on 3. PfivRte Labeling Ageement dmmment between PGT dated'03305 and signed bry all 2- Pnvale Labeling Agreement dated G3,0&21 between PGT hdustr�-_, Inc. and CGI mvohrd pmties.� Mlindaws; and Dom Inc_, signed by Dem At Ru?Ac, P�E, Vk Ehgine�l on behalf of M -0803.02 issued to,Kuraraty America. Inc. fortheir both ODMpauies- Notice of Acceptance No. 17 "Sentr < yGlast (Clear and White) Glass Inteflaverf ' Iff on-OlMaI 'G. OTHM 0- -3- Notice of Acceptance No- 18-110&10 issued, to Viswn Extrusions LnEited for their 1 Ibis NOA revhlms NO-Afl: 17-.e420L0.6(PVTw/CG1) and updates toFBC26r20 (7&Ediflan), G. OTEIERS 'Mr -own Coated (Painted or Lamimted).Vklke Rigid PVC Exterior Extrugions —0 expking 041201- 1- 11�Ls NOA revises & renews NO.A# 2.0-0429.05 (PIAw/CGI), explUng M4/26. 1br'WJndGws and Doors7% mpiring on 09/30/24- 2- RER Test Psoposah #1194155 date& 01/10/20appmved �y Idn #211 2 . L_ q L ChandaP�E,e2q)iring 2. -1he cum=t associated PLA CGI fi �-0 0-1kOL oTiring 04/142C isionExtnuions Limited forther' 0 4, Notice of Acceptailce, No. 184,10611 issued to Vi 0411+21- serim "VE 100 Tan 201 and 10ter shades (Non -White) Rigid Celular PVC LU Exterior Extrusions far Windows and Doors�-, v*ing on 12)�_JW2 L V't" 7 1 101- Z 4 < .1daq L Chmadst, PJ_ Ishaq L Chanda.. ]VE. h4q, L cbsVA'a, TX. Product -C-Rrol UuR Supervisor Product coukrol unk superrir"i Z Product'cionft�ol Unit Snoftrvis�or N0A -No, 2 1-82 0-4.93 WTOA No. Apn] 14.2026 NQA, No. 2.1-82@5.03 Expira tion DaU April 14,2 61t� -Am, a ApprovalDstc: Uarcl� 19, 19,21 Approval Datv Mxreh,lk 12121 Approvill)aw. E -S E 4 SHEET NO. PA 1.3 r /fffE! ilvc. TILLIT TESTING & ENGINEERING COMPANY PRODU CT E\'A�UATION 2 1tEPOR'Ej(tl. TO (�72a:9]I 2.2. TEST REP ORTg: Large missile impact and fatigue load tests were performed under Protocols TAS Code. Uniform static loads WELT TRR A TTLLIZ JAL.; P.E. f tern NL PY. Lll NA, h41A7 r1.cn11,_,aN"W06719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing,Inc. Reports # 96-569 dated 08/09/1996 #96.670 dated 0911811996, p PRODUCT EVALUATION REPOT R— #96-T30 dated 09/2011996, all three signed and sealed by Hector M, Medina P.E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 0411611998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. DATE: July 26, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009. PRODUCT CATEGORY: Shutters s' n R3 ed and sealed by Frank Grate, P.E. PRODUCT SUB -CATEGORY.- Storm Panels 2.3. STRUCTURAL E:NGINEERING CALCU ATION&- On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with MANUFACTURER: Global ProteWon Products LLC section 1616 of the Florida Building Code. Calculations prepared by T°fteco, Inc., 4800 S.W. 51 Street dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Florida33314 p�Ros of I=_vALUATI 3 MISSILE IMPAC RESISTANCE: . This is a Product Evaluation Report issued by WalterA. Tllllt Jr. P.E.(System P Y I vs Large missile impact under section 1626 of the Florida Building Cods as per g l. TAS 201 Protocol. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 614320-3, Method 1 D of the Florida Department of Business and 4. WIND LOADS RESISTANCE: Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building r Code, and to verify that the product fs for the purpose Intended 20-176, Maximum Anchor Spacing shall beasindicated an sheets 8, 9, 10, 11, at least equivalent to that required by the Code. r 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.); drawing No. 20.176, This Product Evaluation Report shall be subject to review and revision in case of 5 INSTALLAA�ON' a Building Code change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 2.1 PRQDUCTEVALUATION DOCUMENT{P.E.D,I: (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Drawing No. 20-176, titled Y20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets .8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets i thru 26 of 26 prepared by Tiltecc, Inc,; signed and sealed by Waiter A. (P.E D. ), drawing No. 20-176. Tillit, Jr., P,E.; dated 07128/2020. This drawing is an integral part is 9 all HUH{, Evaluation Report. a``Aa itil I(`f�A'�i .``INN" A rlw'l�� / 17�- a��.' �mN "....VA `�_ ��CENSF /tea'"/_?,a ;;, g_ * ` , i .fir' - ". - - . STATE OF � t 11 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Plione: (305) 871-1530 - f, . �i& 9"�[9�i �F�;pen411loillkoo MOD YfCTY.YAr,UA7`iO,�,a N PQMKNO.'2a•07aa:o7. 3 6 MATERIAL CHARACTERISTICS -AN SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20476. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.ED.), drawing No. 20-176. 7. LIMITATIONS AND -CONDITIONS OF USE. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 prepared byTilteco, Inc, and signed and sealed by Walter A. Tillit, Jr„ P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 4 67 President of Til Inc. 4 1 ), teca,, c. (Florida CA,0006 19 ; ) `�-V` -.fJ�� ;ry>. • ��CEN,� .9 s ____I s Rtn -� 44167 i `'----�- _2_ r ; '` 'fit ` h ,,W�J,O-'. STATE OF r'>sc. WArLL DA TILTECO: ADMON RECORDS IF. E. REPORT-20 1 GLOBAL. PROTECTION PRODUCTS, LLC 120 GAGE Gs LVANITED: STEEL STORM PANELL DRWG;*20-17b 1 REPORT I3 20i0728.01 �; /el I L I ECO N TILLIT TESTING G ENGINEERING COMPANY WALTER.A, TILLIT, I.R, P.S. tilteco@w).com MODUCT EVALU.1IQN REPORT FLPT L No 44L67 FLC A. LiCelue Ntt. )0a6?I G REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Prot; cte tan ProduetaI 4800 S.W. 51 Street Davie, Florida 33314 1! PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tilsit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC; Rule Chapter No. B1G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended d at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 21. FRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20-176, titled "24 GAGE GALVANIZED STEEL STORM PANEII sheets 1 thru 18 of 18 signed d prepared by Tilteca, Inc„' gned and seats by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an intecRKKt+pq �IFo�rjflis Evaluation Report. `.AA: �R . 7QlC 'f'f,, '� ��-�� ENSF `F- l 167 �- STATE OF 1°`-.1..eIORipP 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phooe` (305) 871-L' , `t'tt�t� 10%, i-1531 )IN+IIIDHIHA PRODUC r LI'.YAi.liATTOTAI REPORT 1W(1. 2A-0727.02 2 2.2. TEST REPORTS: Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 r ASTM TM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11 X2 witnessed by William R. Mehner, P,E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09+{ dated February 25, 2009, signed and sealed by Edmundo Largaespada, P-E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by Amencan Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E, Tensile test report. No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test at per QC Metallurgical Report No. IGKIIM8, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs- design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations ,prepared by Tilteco:, Inc„ dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTA I-CE; Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 WIND LOADS RESISTANCE" 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1.0, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. PRODUCT EY4LUATIOTY. RFQORT RO. 20-07E7.02 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16. 16 and 18 of I8, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 6. MAT--ERIAL GHARACTERISTIGS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 b, Tlltecc Inc. and signed an sealed b prepared y gn d d y Walter A. Tillit, Jr., P.E_ 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E, (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). -N r 71<�. �.y wATILILL 410 I, q tl�lWJQF S., D•1 TILTECO pDMON RECORDS l P, E. REPORT:20 l GL AL PRO - j N P t GALVANIZED STEEL STORM PANEL LDRWG3):20-1751 RE,PORT*20•U727B2 „C•. IORiD :, '';,,00NAL'O 4-a N N r_ in _0> Ca O (3) "� -r-A U � (3) N Q O O C — M-0r" -iI.- U (1) — to (3) -= = =-coU) U C 0 O Q — = L 0 N -O LL — U) Q) C i M L .- M -0 12 .— C0 0 Q a Z W J GENERAL- B.a) N chsE THAT PRECIS S70NE. OR PRECAST coNCRE E PANE s, sTuccA a1 YDAD BOAms BE Fou+D ON THE COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS MILD FOR 7tl GDE DAH4NN¢EO >O✓Ot s nitif am" DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE $E)6ND SUCH PANELS. (SCALE 1j2>zt "} i'W/ Z/4, 3/4, 4/4, sjs, 10, 1w/1D, 2w/10, 3Wj10, 4w/1o, 6/5 I. STORM PANEL SHOWN ON THIS PRODUCT EYALUATN)x OOCUNEFNT (PLC .) HAS BEEN VERIFIED FOR COMPLUNCE IN ANCHORAGE SHAH BE AS MENTIONED IN ELI) AM IN $.2). �._- .._..,�--_.___15.t9$' (TOTAL wA➢TH)------ n 15.198' (TQEAL. N81TFi}--__ n3Wj1 D, 6W/11 & 7W/1 t ACCORDANCE WITH THE 2020 (7tN EDIitON) OF THE FLHXitikt BUN.OHG CODE (C) m._otmm MMOD D96. SPECIFIC r tint f OS� MN ); __-12.500' (EFFECTIVE WIDTH)- ----•� 1 -' 1 4'0 TAPCON ANCHORS, A$ MANUFACTURED 8Y R.T.W. $UIIDEX, INC. �I. ° 3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9 3' MAX A� .�- DESIGN "NO LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE NONT10h'EO CODE, / I i t--'--- 8.2'So' 1 "�-'�" "- VJ FOR A DING SPEED A5 REQUIRED BY THE JUftlSDICROfd WHERE THESE SHUTTERS WILL INSTALLED AND - 914-10 PANEUMATE FEWAE kD AND PANFJJMTE PLUS ANCHORS, AS MANUFACTURED 6Y ELCO CONSTRUCTION PRODUCTS. i "----_ `-'$ t/4'__. -•T p' l " -!" MIN. FOR W0� SEE SECTIONS ON SHEETS fl! dr 11 1• WR7. ,' ' (� FOR A OEtEcrN)TUMitt FACTOR KO-085, USING ASCE 7-16 AND S)LW.L NOT EXCEED 714E MAXIMUM (AS.D.) - i/4"0 RAG SCREWS PER N.O.S. ,--t.3t50' ^`-•t r•--ILO"--+ L✓'�e.s00• I �� O 7 16"0 x 5 1 I I € .+1'..\ ,,J` 1.33WV --1 /h, OA36' WL TH ICK 1.350"- b o % O f'® ® . DESIGN PiiE.BSIifE PATnNGS INDICATED ON SHHEETS 7 7HRU tz, 14, lb, 19, 19 A, 20, - / f0" WOOD BUSHING. AS DISTRIBUTED $1' ALL POINT SCREW, 99Ott & SPECIALTY CO. - ®IdtP_ • i ',� 1..r _ _._.± ___`,. ZED SSiFl.5 [�{' (���7 - - C"a i7 IN ORDER TO VERIFY THE ABOVE CONORION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 ,,��DII' I • 1, 0' - - r 1}.tYl, ,, /D. (, )! (& - - - - -- .T�...__.- „ , ABRM. A-r,a3 , (--T- T--7' r-r- r "F-'F-- r_`r----r--r'-`-r--r-'t__"s---t__ T` I- ._...._�,__.__. y .y� C.,) MINIMUM THREADED PENETRATION INR7 Wtl� tit TAPCON ANCHORS SHALL f# t , f2 AND 2 FOR ELCO PANEI.MATE PLUS .,}T'' ''., a .'. , F --t , , , , `' I v _ , , I I , 1 T , 1---` i L' y - S SHALL BE FIRST REDUCED to A.S.D. DESIGN WHND LOADS BY MULTIPLYING THEM BY ors IN TxdYER TO AND PA17E'LWALE FEADd£ ID. - t).tt36" MIN, THICK HEMMED / % I GRaD JO YIIeM HFANM T' /•� y.� . r - t .� - 'a COMPARE THESE W/ MAX. (AS,D) DESIGN PRESSURE W440S INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, /9 & 20, y/� H 1 '� 2.657" CALVANI2ED STEEL EDGE ,� �t I { ) 2.e.S7' 0.-50 OALV. EDGE ! 4 3 .1 A 1,@ I { 8 } .. , i I •.!. ' � , C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO 114E WOOD FRAME UNIT SHALL BE 1 1/2 NO THREADED 2• � *,-> 1 M TYR _ GRAASTM DE $D -6�H6WLI i>E'FAR. 2.ODD" .2 0` - � HEMMED TYP T - �J t', I /� (. I .I t_p f IN ORDER TO VERIFY THAT ANCHORS Oil THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE N ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PANT OF THE REGURED THREADED PENETRATION. EDGE \ / i # t� STRESS FOR WIND LOADS WAS N2 USED IN THEN ANNYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN �Y' C--90 OALV- I F- 4 ACCORDANCE WITH N.D.S. 2018. C3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING LpiT+ML A 480 I] L.D,- A I I 48.0' � � G! ® 7^ I- . I __ 570RW PANEL'S AOEOURT.7 FOR IMPACT AND WIND RESISTANCE FNB BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF - L ! / ? i ° Ep u=r p� G THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINs'EERNC & 'TESTING INC. REPORTS 95-569. 96-570 & 96-T30 AND C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/e'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM 1_ t.3hko � l zk- ,;.__..I _. __.--�-�-L�, j§ r - T� I�� - `L FENESTRATION TESTING V5. INC,. REPORTS 12032 It %12T25 . AS PROTDC13LS TAS-201. TAS-202 AND TAS-203. SHOULD STOCOO. EXI Ti . AND I" MINIMUM FOR WALLS WITH NO STUCCO. ___._____1_----^6.28TI• _ V ..- ALI - _ i � I," D "r,Z AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT /a219.01-09, AS PER TAB 201, TAS 202 AND C.S) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING © �, •RAt PA�IlEL87 -� 14 END STORM PANEL i V � � � "; ---- - - `� 4 I � /� `� TAS ALU STANDARDS. WALL. ANCHORS SHALL BF LONG ENOUGH To REACH 114E MAIN STRUCTURE BEHIND SUCH PANELS, _-) -- 1 �' l � . � ,, _ .^` ; 2.. ALL Al1/MNUM EXTRfIS10NS TO d#E 6063-T6 ALLOT AND TEINPER. (WNLE55 01HkRWiSE.NOTEO). SEE SHEET 2. ANCNORRAGE SHALL BE AS MENTHONEO N. Ct}. C.2) & C.4) : ,... I ,. SD• it "�,. {- { .L ,L 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SRALL HAVE 3105-H14 ALLOY. T.". __._ ._."..."`^y f iI I i _ (0) ANCHORS SHALL BE INSTALLED FOLLOWING htl. OF 714E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCfMMR'S MANUFACTURER. 1,.+'` ,.250 . R ..2.187'-- , +` _ I, e ,-- 4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL ROLLED). STEEL hSfM A-653 GRADE 50 MINIMUM, G-60 PARRS €AO LIP �, ! L E � q .126` 1/4'$ 1{4'f-�, 12S" 6. RAVELS MAY ALSO >$ INSTALLED HORIZONTALLY FOLLOWING INSTALLATION PETALS 5ND'WN ON SECTION 3 1NRWCH 40 (SHEETS 4 _`_'".""."... ` 5:250` 'I�- .ffiQ '9 r- 750'f -104 EFRetRS SO4 SEAisS :�' UNBOLTED PANELS -_ � ' BOLTED PANELS W/ 1" ... GALVANIZED STEEL DESIGNATION W/F1'- S&3 Wi (AFTER ROLLED) ( W 1ffMYED f6GE. I I TOO• 725 t; ---r 750• ( - S.S. M.S. BOLT W/ 7/8• x 3 32" i _- THRWGHI 6) EXCEPT THAT HEADERS (� & (� SHALL NOT BE USED. / 1 " }I { I.-._ j TO ANNGGLE "MlE7E0 N ANB E �DA`ETf�,' _ i-' _ SEE SECTIONS A5 /% i + - 1'INONUTS O EA. p1'ER1AF' / - 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER - x-GII + - F w { 1 1a iJY OG Ix 1/2' O.G APPLICABLE} ! i i (SEE SECTIONS MS APPLICABLE) ii) 9. R SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE NINLRE SHNufifR 6 TO -+ 1.500' ' 1.50D' / I 11 - DIN 50618 W/ 50 WI YIELD STRENGTH AND 90 Hai TENSILE STRENGTH & SHAH COMPLY W/ FLORIDA BUILDING CODE t0.08• .ttltl ,gNj3- , I l ) 9 0) ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHAU. ONLY 8E ATTACHED TO CONCRETE.BLOCK OR YN006 FRAME - I .093' 093' 2125 2.000' SECTON 2411.3.J.i flJEDNVGB. ,093' , I L ¢ SEE i l t -� 6. BOLTS TO BE ASrM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 36 W° MINIMUM YIELD `� . ' 2.125` - )t �i-��- J ./% r __ _ T�: t0. EACH REGULAR STORM PANEL WITH LENGTHS OVER S`-8 THROUGH 12'-4', AS PER SECTIONS 6. 8. 9 & 10 AND ALTERNATIVES SW, 6. I R �5, i 1 .S3 t L7 F ' 1 , '- ' �i .Q h { DFI SiRETNCFPI N d R. 325 .Y3G' "I j L-I .14s• i SEE- / i _ I i j ° r`"n CtJ U Q% 7 ANCHORS TO WALL 91AU. BE AS FOLLOWS: 9W & iGW ON SHEETS 5, 6 & 12 RESPECTIVELY.' SFiAU_ 11AA'E A LfGf$LE AND READILY YHSlatf M/JtY(INO ENSTRULTNC OWNER OR " I P I I , _- i jI TENANT 10 SECURE PANELS WRN APpLJCp$lb REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 1_, '�! (A) LrLEffiSn*N POURE9 CQjtC�ETE: Ii. THE INSTAlARON CONTRACTOR IS TO S ,/ .-_ ,_..._.,,.„_,_.^8' MOX; _____»__,...,-..,-.+-1.500"--••, `--.T.SOO•-+,, , i -- t� FAL/CWLK AL, SHIRES COMPONENT EDGES WHICH REMAIN iN CONTINUOUS CONTACT WITH � i_,..-.»- ..: J FpA,L R, t r`/ I - 1/4`0 TAPCON.ANCHORS AS MANUFACTURED BY I.T.W. SUIDEX, INC. (Min. f m3192 P.I.) THE BUILDING TO PREVENT MND/RAN NTRUSKYN. I OMETRIE' ViEW DETAIL A ".- � �-.,90"l { :. _ __ ,__.__ I. ... _.....__ _- __ I .; J '`� I 4 a x 7 $" CAN�t-IN ANL7IOR5, AS MANUFACn2Rm 01' OEWALT NC. (MIN 'c-3DD0 W L- 2.D(M=--•--= /;� H I / / P.A.H.) 2.000" ---*- !r ROUNDER CORNER O ENDS OF PANELS ,y D.M.. �FJ.+� / __.. _. ..._ I/4 0 x a/4' SCUD -SET ANCI{fIRS. AS OISTR18UTEO BY Al POINT SCRtIV, &N.T & SP£CIALIY CO. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS R, _ --- .-- _- _ - _ _ .. _ j, ,�. j.A A --_- /T PROVI➢ED 8F THE dURSOCtION WERE PERMIT IS APPLIED TO, END UP W HEMMED EDGE. G 1 4, 2 4, 3 4, 4/4, 5/5, 7/5, O _ __ ,T..___._.__.! - - - ' - ,y�, .Q (Ain. 1'e.30d0 P.I.L) j ) "h" HEADER Q ',{E`,;�}DER #'j,l. (N ANGLE WITH STUD ANGLE WiTH4 + 6•�4 +� ®on '� M.-_ (fitN 1 3350 ATE FEMALE Na & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY E1C0 CONSTRUCTION PRODUCTS_ 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER Is GENERIC AND DOES NOT PROVIDE INFORMATION (N.T.S REVERSE STUD 3' MAX J j j 3- T.MIt_4 ¢ •• y� (M1-0 CF TAPO p.s.:.) FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE COMMONS DEVIATE FROM THE P.E.➢. - I/4"a CF TAP-MP"ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (EC-36DO P.a1J r -� VARIES 71• MIN.-� 1' MN, � (3 t� SEE ov. Iw/10, 2w 10. 3W 1D. 4w/10, O A. 1) MIMYUM f3if3£DMENT OF TAPCON ANCHORS INTO POURm CONCRETE SHHALL t 1 3/4": 2' FOR PANEIALATE FEMAt.E (a) CONTRACTOR TO BE RE4PONS481E FOR THE SEt.ECRON, PURCHASE AND I6TALLATKNI INCLUDING LIFE SAFETY GF 1N15 PRODUCT / / 6/5 < _" BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.{ 1/14 & 2/14 0 1YP TOP EOOE •374" 374• SW 1D. fiw 11 7W/11 D `� O AND PANEMALTE PLUS AND 1 1/4- FOR CIF TAP --GRIP ANCHORS. _ '�1 096• Dab' 'T 75D , / / f T CONSTRUCTION( SAFETY AT SITE b 114E CONTRACTOR'S RESPONSIBILITY. r.__.____._ -L 380" F PAtffl, .168•' TII y310' E 1 ' 1 7!4"0-a0, 304 SERiR I ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS 8 !t 9�„-„__.__-__�.._.= ¢ f s""' y A2) CAI( -IN & SO11B-SET ANCHORS SHELL BE EMBEDDED 7 8' INTO THE POURED CONCRETE. NO EMBFDNENT INTO i _._._1 °""-" r- _ ��i Sitlb RIVETED TO FOR WOOD SEE SECTIONS ON SHEETS 10 & Tt (C) THIS PRODUCT EVALUATION O)CUWENT ALL. CONstpflt® INVAUa TF MOORED, I 0 �° 270",8$6•640' 7,�'},,�.�. > > STUCCO SHtAL. 8E PERA{R1E0. 1/4" 0-20 SCREWS USED SHALL DE 1 1/2" LONG MINIMUM SHOULD STUCCO EX1Si, i I. 1.447'f.O6:i' -3 ,u" )" __--_ �1 ;' I NNOIE a la 1!a' D.C. 4-- ND I" MINIMUM FOR WADS WTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, (d) SALE SPECIFIC PROJECTS SHALL BE PREPARED Be A 97.ORIDA REGISTERED ENONEER OR ARCHITECT WHICH W#U. EECO" THE , I '; � `_jZ90- � � 1.87t ! 1.6� r 1�.�•,.. ",•... BUT WITH Mf1G NUT'S. ENGINEER OF RECORD (EO.R.y FOR THE PROJECT AND ti511O WALL BE RESPONSdBLE FDrt TIE J ,. t._.-. _ ,- 3" j 1 3,3• x" T.DIiS' -{C ' REGULAR STORM PANELS j, & ELEVATION PROPER USE OF THE P.E.D. &GREEN OF RECORD, ACTING AS A DELEGATED ENGRIM TO THE I Ie`0 tHgLE FOR I i A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE P.ED. ENGINEER. SK41 SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAWNGS FOR R]4EW, I MJDATRdl AT ` - 1 ' EXISRNC WALL OR FLOOR ANCHORS SHALL BE LONG V40 GH TO REACH THE MAIN STRUCTUX BEHIND SUCH I { tMY PANEL OVERLAP 957' I i-..I_ - 090" --) i_.. .�.�._._� N:T.5. PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A1) AND IN A2). W INKS FED. SHALL BEAR THE DATE AND ORIGINAL SEAL APE) SIGNATURE OF THE PROFESSIONAL I I - �' 'CW. i•"--I '.-+: --• ) i KEY HOLE WASHER '�"a /-� ENGINEER OF RECORD THAT PREPARED R. 7 _ g�) (B) TO /4 : T CONCRETE jO ANCHORS AS MA FAC C ^^-_ 14, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISI0i LOCATION AT STORM � •� J 2.87- - 1/4" a T 7/e CL-4AS MANUFACTURED AC i. T. B OLNLDEX, INC. PANEL SHUTTER IN AeOOROANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 01.E LABEL LAGS' (� "F" TRACK ANGLE ``l NiNL $" "F' TRACK FLAT PLATED / 4- Mo.. GAP 1/4' 0 . 7/B' CAUi-N ANCHORS. AS MANUFACTURED BY DEW'ALT INC. (WIN. Yc=150D pt1J SISAL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE OD36' (RIVE) '-_1-'--094' MEMFENL WITH STUD (MN DYt3NA° �1 NHOE VN1E17 1/4"0 X 3/4' SLXIO-SET ANCHORS. AS DISTRIBUTED BY AL POINT SCREW, BOLT & SPECW.TY CO. FLORIDA BUNDNG CODE. f Chi VANILEO STEEL C-4-i �,,�,�iA1+N IMAy -- , 4 (NUN. %3/4' 0 P.a.,) _ _.,._.._.._.._.. � ,a,.��"-reP �. �'// A�r/A,. THIS ORAMND SHML Ow.Y BE USED TO MIu. IV LONG .,{L `•4. -9i - /t4-10 PAN£LMATE FEMALE ID AND PANELNATE PLUS ANCHOR$, 0.5 MANUFACTURED 13Y FLCO CONSTRUCTION I 4 oT ',y,!' I PRODUCTS (MIN, Fca207T D.B.i.) Mt110lIIIIINN.,. t'A1N PERMRS IN THE STATE OF fLDRIOA r_-.•' .""' I y,44 • o iiENs`F ."r - i/4" 0 OF TAP -MP ANCHORS. AS MANUFACTURED BY TRU.-FAST CORPORATION +��j. A. Tl�- )%, 3A"o 0 .67b ox 9!4" -- ..` A"ol f ail4ti . 11r 1_ I ND. 44167 MAX. GAP `�. E _...,L$.I) MINIMUM EMBEDMENT OF TAPCAN ANCHORS, ELOO PANELMATE5 AND CF TAP -GRIP ANCHORINTO - CON�2ETC: 't� 'FLORIDA SU{{"DING CODE Hi h Yatoei HMrF)CODe Iona f I 3BLocK u x s NUN sE I ,/r. 20 GAGE GALVANIZED STEEL 5TORI1 PANEL oRFAN - - ' ' *' * * = FLORIDA BUILDING CGDE Ht h Ye{acT NUT One Zon• EN FLORIDA BUILDING CODE (High velocityNun)cane Zone) 11 : 3 • : = axtsa Ta1Ew. Bc. % FP. .may.-! , , NICKEL OGEOF PANEL earn.'s $TOTE Q 7•ly f' as 1r�Eco. Irc' 20 GAGE GALYAN{ZED STEEL STORM PANEL Fp. _ i a 0 T"' 0' 20 GAGE GALVANIZED STEEL STORM PANEL F.P. ' B2) UtK-NN & 'sOJO-sEr ANCHORS SHALL BE EMBEDDED 7/8• INTO THE CONCRETE BL6L1( uraR. NO EW Mom.' N0. 4 167 _ ,1- .7875' PLATED LYING NUT �7 �N, pRgM gf: S ND 441 �7 DMO N Bn INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 5/2' LONNG MIENUM SHOUT Sfix;cD -^ lsypzn L_._... .T .12s- O'•.. t0 ,,, . - : * - EXIST. AND I' .... FOR WALLS WITH NO STUCCO. -p : �GJ"�T-�" GLOBAL PROTECTION PRODUCTS, LLC. DOL I (51i KEY HOLE s r4 ,. . _ a l��m SECT N A-A� * TIT = _ 07/se/sam -1 OF 4BOD a.. e1 m,Fcr ` -2 �70 ` I I, AT PANEL Ay t GLOBAL PROTECTION PRODUCTS, LLC. GLOBAL PRO CT10N PRODUCTS, LLC - F7AT n Mn TEaTYNO E C O 1 N�� MnE ti 333+4 t -t A d � .T L ATE 's '•, FOR 9P .: , OM Ma a a am woo wwe n mw F blR fe54)& I , A FAX (aatMbl E' IT TD 176 w • " V H3ME A 4aDD aW. 51 SIRIED '., y .yA F's Aa-, DaN m-,b},-.. t=) m.wa a 4w .,,.. OW.M No: ALTERHATRIELY, tlSE WNFNG Nut WJOlT 0 R = arMPANY hu.� MWF. n_ 33314 rEgrIep TD-17b 8 2 X7 Xt 4 I L Ea O IMc. °cE a__ 4�a ar. s1 sr6Et S ••' "'•• CA-ofp6710 ••• •. ••,, - bs•)6a9-,BN. FAY: (as4H6I-6ra7 I L C O rFrc• (454XNNf 515, FAX: O44)50e-870T ILF d,a M ,Ie: xllaws 44�A. 1 1 PNIp,F AW a,n. a Ma "Aaa4e,A Aaom. n mr PFIaxE 20-176 ,A` at ,a . ar," sac 4aAAYNG N,: ,a.,. , rNn n,_ D DRt a EN9UNURIIa COAe.ANV MARL, R. 333IA I� / Y SFAtIdaNATUNIElb1E i1kNk kN aN[:I C INDMOt1i19C WASHER w/ INN. Nm . m < T1o10 On-1m. i F Ax.. ,non m-,nI . rm : Afay n,-iaa, �'XA ©�(A y RAPIER A 14iA Jr.. P.E. Ckhe7i -.-••• , ,n ". ,HYMN M G NZ "�iA R� •••••••p CA-aIDIY1a a1a.,. ,"M,MIi. pa +h A` Aa _ _ « _ "aLT + ar as 7/9"r,eTl32" WA'9§ER tSauNR$'Ss C+-9 8tHa , - Y apt' s ar m MV�kF NN1Lgi` F � NALTON A Ilttf Je,. P,E. _ i - PW 3 6f a6 STEF.1. 0- NICKEL PLATED SKID) WNTFA A Ta1R Ur. P - Oa INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELSn1i CONCRETE OR CONCRETE & '(9 BLACK STRUCTURES meoIm.Cmn soinuu: ON (SHEETS CONCRM MICR IRS a THROUGH 9) taO aCHf01AE ON - CONCRETE ANCHORS SONCOUIL -.-,5 - TH _IX 9) - SHEEFS a nONLNN. 0) 3--�---f.D.- EXIgflNG PI)URED { j CD 11CARETE ANLE ON � � 9FIEEfa lEi�1WOUge 0) e4 ���, �RED�U } -� CONCRETE Cw4. , 4'Y-.adµ' 4 \ Mn " '`o- cwNG-ERE r i 3 } ;5& .[ -.-1' Mtn. r-i T' M n ,-F aac 2 /2'l {, a8 i i2` t 4. \1=\� \ Xr t r- , E _1. � JI ♦ I PWNEEDPWMED F� 1 ° I i " I° EP o ED. \ f IF MWNRED. 4 I 2 Ir t 1 i 3 Q 1 1 iron, D EX5R rG POURED \ I CONCRETE -EGIRI . 1' i i DarA i � � 1 T--. IX -I q 6{ I� I., W .• `-h`�\.... r , I .. r I EF Rk(fWS# lam 1 aTgf ° 4 1 1 I BQIIE i FOR I'WW,.`�aFFIN-NIWI' I � F 1 1. t H 1 IAER,' sKU • IDER, STUD• 17 t/r nG i 1 12 1/2' ni:. ) FM - ARH 1e T ��R1 I 5 r4wss I I I I BBC >xNaiYAi ° �FDp I % SP ''C ! 1 I W." 1x610,F -+ I 1°t1Nn."3�PANnnI r To tsASA Art. BRP.MI I 1 ro 1aA9S DVtRS I -{_. __... , .... N ._ �' ___1____- i I i Is 1 I I B5 I 1 S 1 I F G I I `9 i �11:�._. ___i I 1 -! .. l -, _ i 7171111 l '� / % 1 i I 1 i i 1 �.�..l ..\`•. �' i 1 1 EXISTING POURED ' L P, ,} 1 Wm I ;{-il- Drt1N'ARSIIBae � "1 1 1 °lz�TI EtAn• mu a ,01/2•GG , 1 I ?� Cam. _ ea fF 3 CONCRETE OR "-' .f CONCRfTE BLOCK � 1 , i...._.. ;wr $ f LNEN'r SRn e i ,l ,/Y O,C, , 1 ewe. I N.. 1 ( VV E.p. I EMSTif1D PDUY6E4_! I 1 CONCRETE �`. EXISTING P i E0, � 1 t2 1/Y O.G OUP... ' O'DNDRETE D- 1 �� ____...__ CONCRETE BLOCK d .. __ REOUIREO. f'' t+t t 1E 1R' nc Y H , _ ,.. \.'. S",o CONCRM BLOCK - BL REOUIREO 1/2' 1 REO IRED. ,' \: I/2' f -�_ 1 , m�wt �, T-'`," n,'\,\,; e ' E J / �i' Mm. I / L ! _._ EXISTING POLRE➢. T _ a, _ ' ._ Yin. L-.__1 s..e / 4Y- aS l - CONCRETE Nd/SN f - � cam.. IR O Ma REQUIRED. 1,'4 \j , CONCRETE ANCHOR&----E.D:-`` MA L'pWCOFD CONCYIETE ANCHORS j ' L4 I t 4h- 55, � F "-'a a•a • 9 DA CONC EIE N/CHORS �` ` L/ aHXI ,.,W+' STAGGERED w/ STIb (SEESHIE Sca TwR (SEE '9pipJLE oF'- SNESTs a THROUGH 0) \ (SEE StHEOILE ON" G,t MEETS 8 THADUC H 9) _- INCEM a Ti1R0 m e) (SEE Sam \ lam. eMs. • 6. 0.C. : SiIEEiB a THaamAl 9 J Sf.S�ALLl��Jl SE SCAT 3/6•-1• GEIUH AIRIIIII�L SSCAUF 1/8-1" BUILDIQM SCALE 3/8-1• YQUNTSN4 LSI eu>rr JHM SCALE 3/0-1' —1/-- -T I V E.O. EDGE DISTANCE - Sweat t �y t (SEE SCHEDULE ON -i aR 3 1 SWEETS 8& 9) m i i I SM FO.R- "Id1MBINAMMON OF eFr"S10NS: NU/{-yy� H 1 1, siln, 1 I to t/Y O.G 12 , c r TOP & BOTTOM MOUNTINGS CAN BE rD COMBINEDINSTALLATION 1 i e,"IS i;A�ITI(1Sy� ANY WAY sun MIN FLORIDA LOGE Ex" RDOR �}�Cow_I�+''i ` /4 > i 7 a*ply • BUILDING (High Velocity Hurricane o2om TKaEw. Zone _ N:EOu 11 * INC. 20 GAGE GALVANIZED STEEL STORM PANEL DRAa,F , ar• { £ SCIIDXA.E ONE 5NEF + a iHR0U4H 9) \ ' * ` Z ^•'• _ ,ate 7ATE .; %C��,•. GLOBAL PROTECTION PRODUCTS, LLC. iL E C O kNe. NeDD aw. e1 sT�tT 07 "'M + $, NA,O��ntot �`A}"'%sy� a F] NCCRNa OOMPAMT MAIL. it 20-176 I. '._•� '•I ,YA� L A/ ,m: x, M,. ,,a maw. papp� n mar PKIRlL (964Ma9-764G TAX: tss4}�9-e7v Fft ( ,e"',.:, i PNI , __ . Fr , aeN H-1.1 fiGL£. 5lB�1 NI/., �" aA-DSNbita a' "a*u"X U"M" aer OWANO Ne: E 1E - WATER ale, Jr„ E, BERET 4 OF III aT INSTALLABON DETAILS FOR REGULAR PANELS3 & EM CLOSIM WAU FOR INSTALLATION IN POURED CONCRETE 11JM EXISTING POURED CONCRETE QR CQNCRETE BLOCK STRUCTURES gkl= BLOCK OR WDOD -.N OR FARLMATE FEMALE ID. :. ,+/ ., y�WD FOR BEAM M 11F,E SAFETY AID E _Z HM1G STORM PANEL SYS7EA1 PLUS Kai 6F L,P-NAWP M SCHEDULE ON . SHEETS a THROUGH 0) I"' I. i SEE SC19DlAf O,1 SHEET e a 9) Mtn.- ' 0 ___. i t ' -T /2 rwsz 1 Y,N. tr I I A �nda 1 i FJaeTRA7.PHOla?!p F .' t. :: _i 9 _'!fY'A, ". _= 1 tan E . 1 I ae. ) � i i //N4�} I n '1! I I 1 I �y fA,`a. W D "cta,a 1 \aJ BLOCK in i$8 I IE�OU i T I i 1 i SSE A fPLAN) ©°"�' (i4'a�cI a� , �i",a _ 3 A__.. L :.„:-1-- _ _ _,...L-...... SCAE 3/16.1• 1jaa4Ar r:4 . A.R.A I 4. m :• a I t GASE B t'PIAN) I *LRT i I/x' scuE Sits-1` R i NAM., o< I , M. IANaa ......_ 1 ._.._ ._..._L_ , _ S� N'i WAY. I I 1/.` .., I - ,`, r x a•,• aw±w'e SIT m-n .uu+,Ba. d ir--=- .__- --r I� . .. aH'a* i 1 Pan".` G' . v.. Ee i i RJR m , � gr__NWa 1 �oN ��. mKEr i 1 1 1 j I m1AAffi. I "-i i I { F s•. 1 .s .aVeN a 8a 1 1 I , I 'Nell ." ,K `_. '� ,..,..a t ,N I w N 1 _ , Axa'm.."W A is w r�y_�I ..JJ"��.� l/,'%,°., r'a ,� ' 1 ]F° 1 * aNP I I a a.0 '.. ,x1 , 'I 1 I-l:J""0 ✓'_' _ if % T I Maw O.P rauw aonMlm, `,-.-e • woe r xHe r E "o. � I 1 I EXIST POURED N EXISTING i l i C°"c�TE dt "' l i -' i I CASE C (PLAIN'S T E! RERR AM 61O9f j % I I EXtBTING POIRtED C : t'Aee. " 1 SCALE 3/18-1- CASE D PULN1 ! CDNCREtE aR ✓ .-i SGW.E 1/�6-t' 1 COHCREif BLOCK \ Pdem >rn REFNIBNED. '-. t /a` QALif-INN qN PANElYA . 1 L J' /4 i� ; $ * ;/D;' � �' +�,4 I"�iM,[ 4aaaart -" �i�m+il . Hwui d, 1 FOAMS IDPL # TM I CONCRETE ANCHORS 9 ,>i; Lit le...: '\'\'`w\. `--'\�``a:: ,�. :*'!\ -. - _. - _ _ P .v'°°"nd I ,•.Ern i'" lami:4 n Jir SCHEDHN.E ON -� t SC14eE)S off SHEETS a THROUGH 0) ;' BOA. I LVe 1 IM ,.�A 1 44 . IANLY M'RAAF atltlND--. SCALE 3/8-l' SCALE 33 f----trill OPDaaa aatN) IO.. X "A.J M � qIfa TT� iOIa n:R +IRIS.,YN,4,E" /--aPt ,SEX * NEw t" WIDE x vynE3 VS* E•D. EDGE DISTANCE 1 w4 oeoF wr ea+,.au ® THICK ALUM. TUBE OR I (SEE SCHEDULE ON i r'� CASE F SON) '-`.+/. -SHEETS 6 & 9) S `! _,��NO� / P.T. WOW PLATE SPACER SCXE 3/ta-f' f -{��;+} ( a NEW I" WOE . VAR" x I/$- / I 1% I� F'DR CD�(j,1[NATFOA[ Or SECTItNS: ALUM, TUBE OR I' . VARIES {-- { ,.. P.T. NWDOO PLATE SPACER i TOP & BOTTOM MOUNTNGS CAN BE Mo TRACK 6 r. ODWAM AANPHORSI COMBINED 1N ANY WAY TO SUIT ANY CASE E tPLAN) �i INSTALLATION. SCALE 3/1E-1' L' I SHEETS a THROUGH 0 j'p✓ 1 ADR Call.. F C--JJfff iR LIST, 1. 1 + t "•, d £XIS'RNG PDUR�D y14 . FLORIDA 13UHMNG CODE (Nigh VewcN HMErican& Zone COHtl,E1E +M:110•s ' --:' CONCRETE a1_ W x 9PKat WIM a A•. _ AIM. YAae 1H01Nf1 m FE tNNE aped.. 1 1('a" L9n. q(R1CRE'FE alocx ` nYY4 a Hp16A91 INw 9 ': - oxOo TETw >wG TD GAGE GALVANIZE STEEL STORM P1diEl FP. ON aeOr e • D 3 �. REQUBFEO. . tAaI+3 HOIOM. - ND 44167 - WASH B . _ xiii. SECTION X-X 3*. * £ 1 0/21/� SCALE 3/8-1" �; GLOBAL PROTECTION PRODUCTS. I.I.C. air, TOP OR 7:9% TE _ 11LlC_ OkrEc. DETAIL FOR SPACERS REQUIRED w)oaw.61STRE @OTjbli TRACKS ADJACENT 19�(� yIQQO BANDS y;�ria RiO�.. M. I. MMBm a» wM« « PHo t"Ste-7 a D"'Dcia64)aN-M z0-176 s ne... I (W n,-,a" . Ii. , aeN m-,m - DRA,•" Ha. / ,a MMLMi`. RE/ n TCY.TIR A,LNWIWM7kRall;ft, 1 tT.w. -" sm n 5 DI 2a INSTALLATION INTO EXISTING POURED DETAILS_ FOR REGULAR PANEUCD CONCRETE OR CONCRETE do A BLOC STRUCTURES CONCRETE NICK CO.j8LQ aR L'ONCAETE (�OR �OCONCREfE 9t.Ot7L CONCRETE �OTUFNCFffTE BLOCK !3' Max, ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9,_�_„_ F WOOD SEE SECTIONS ON SMELT' Ia 2-67' 3" REDtIREL ANCHWS - ""-sle 3+CHEWLE aM I REQUIRED ANCHORS i -�f SCHEDULE ON REOUIREO 1 ANCFIptE j 1! W., i-�ECNEDUIE aK ��N MDW -1 IISkE WILEY) 191 A a m 011yu 1- - - 3 919fT 4) SHEET 9) r SHEET 9) —1 Y i j_; �-I i I I I _ l _ _4 C_ i i f I I I i� I ;III I �'I y is ir1,: i r'r _ _ _ I � h � T I j 1 1 � i ? H f i � I' I l i E p I' i 4 - 3 i [ i \ I i I f �Ii 'Il li 11, l i 1 I 1 I iI I II; II i III I. OF 1" I I I I � MAX m 1 1 al '1 I 1 I `\ \ A 1 \ '+`\ I "\\ � �� ``ti' �\ i � I I TT, -T-TT ,I,1 TT T !1f.Y-last•'' ! I 1 lI wI I I I III sS SOUS w! III ( ° i f i I 1 ' i T 1 soommo ! 1 l� {- 9GaeHIE I. t W i i ,_ ON i5� I 1 th + t 1 ,all m I i f'.. at3aaAC ON I ^y, : I i _i ;' I, Fi0�HG0 ,3a M3/3aiE i i t { s..-f- =' 1.-H ` l l 1 j fi HWERAAP. a 1R"�� ( ( i 'I I , 1 ! ! ,. i - -- f E 1' I't�'F i I ° I j ) 1 i s I l� l I F 1 l i �1''-,",Tjly'-.I g <a I Wr S+IRf Ei i I Fan BY , t NnT 0) I I I I , I t _.._# l j ` I I i 1, I i' I j I .;-y-{ - 1 1 1 I I; I- P i I Ii V;-_- . __.__ i'.4, -oast i ; G1'- ! V yt as eOUs w%t HrNa WxlR a ACME ---� a.. __ _.�._ _ y _. 9 I / syiayaDLTs rr/'- I I? 4'F7Dst•_ _` , i i 2 Rtlald wr a FICA i- -1 T ._--_—. y/ - T J" ! t� 4Y-.I.t'7. j '._-_ 1/�801'� W 117nG MNf a FAnt l -._. �._.. •50% i , -iT j -H OF I I I F I i I I I I I MAK �• i I I 1 I ° I 1 : f i ,H 1� L °OW7aM I HO4EaVP H y7 h'A4ftlAP, I i I. I I l I'I; L_- m ` _YE i e �'i I r� ._" f,---: I :' w 1' N i, -- _.. ,l _. iI i�— i PR T ' I� I` i i i j i i I 4 i( l I i 1 f I i 1 i � { i 1 I I f i 1 1 1 f 60% i 5D% I I OF "L' _... a OF "L' i /•� yA)H - I r _ MAX 1 t I i -lY I R 1 I I { ) i I �'3`�Ytit 5HN4 I I t' Mtn i OF 1 ,,.._.�.____._1 •+v •• XIa A 9 #'LLrG, rM 2r - T _. D.Y.. t" Yrn.' D• ANCl1oR5: 014 TM / WO01LTSIONS OWN SHEETi2T- D SEE E , I • ✓ a,01 i {P _ ..� y` 'It ac. I i e1 T. ; i . / i i if i , REGULAR STORM PANEt a t� k ELEVATION 5014E 3/32'=t '-E-?- i �._._ _. 1 iT t .800`' - 1 1 I 1 4" / MAX. CAP 2.67, � "- , I----li/4' I I r NaX. ` _ , I �I ',1j4'e-2DX3f4' S.S. BOLT I '1/ 7/B�M•I/32• MNG NUT O T2 T,, 0 k t - _L� f I j CONCRETE AxanaR5 (MN ANEIaM -, WtnE VA11Y) ^t _ . ...� _ - - 1 1 . 1 SL3HE'tY tE RX, i _ - „ )E ANCHORS STAOOEREO i (. CONCRETE ANCHORS f SCHEDULE ON SEE I14. ��A lY w (sic saeDmF aH SHEET 4) I OR ^SECTION A -A fTrre.l OR BLOCKREQUIRED am DONc9E E atR '- M BLOCK nnE Our D SCALE 3/32's1' SCALE 3/0-," SCALE 3l , I: ", 111z%i r TA ,4; •'• +Z'yt� ,�GENs 9 's FLORIDA BUILDING CODE (High VelocityHurricane Zone E.D_ (SSCHEDULE �EON tF FOR 0WIMMON OF SECTIONS. TOP & BOTTOM MOUNTINGS CAN BE a :, NO 44167 3 *' D .._� °tea mom' ! 20 GADS GlJ.VANIZEO STEEL STORY PANEL �0 GLOBAL PiKiTECTiOH PRODUCTS, I.I.C. IL ORAWi -N: WE. SHEER 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. E C O 16tG. 4WD ON. 51 S:REE'f S R . F ..�,,,. , ��, R4DP'.•.. TiLLn & .ANY O+bl€, Fl. 73a14 20-T 76 /,'y''Moog �,S YA. -. In. M. ,M E: M,AAoa A L1M .0. tP64J6e0-TD46: FAX: f9D4)0el-e2n n-,.:Don n,-1av . rr : SaN e•n-w+ ft 71=RF✓MTE N, 141 ` } 014, W43FNM TR1 „ F,E, i + T sow a or 20 11 SHEET NO. SH 1.0 SOL aRTIaM 1. 3 A 4 ON 94ET 4 ,nNGInY Amoafa (SaL so"I RAN SNOU 11.0 Die t _�J�a �� i ► •i !. AULA ab,AALON WPDK� alOABV1 aN aR3T e I _ 1 m �• �R"I l SCALE 7 4 .t• L��•N•��� I i DETAIL 1. I I RMEL • -0' MAa P.NI@ k llrsn ,1,r�L4s RAta,o sSa'4 I • r o.c t aa,raroK16Txm�m+mTl q i L 1/4- H MO%. CYJYsI,Mf'U Y , 1-6 1 0 L26�i10I I Ss.49 S!� 6' oa ® 1� nU" BLOCK t NI. PF4R,RATCH Rio ' +' r I Y � (:O,KJETE oR ,RWUT at BOO. I ] 16 1 � PFNCL-B' Rea PMRi. - (SI /4Y TNNJ BaIE i IOF +3CAPaJ., -7Ro Ps4 MULAN' I 00- L � t nYA+/4T4I'x AIUA. AINIE 1 rb YI® \3 Tin,TOP+ 1M® ` COW or WALL Oft IAAB (RL OGNmIimR) MULLION SCHEDULE aNms e k e5 Aaa FOR J.LS:%"t� PRESSURE RAITHG - PARAtLE STORK EI. Omwo SECTION ! SCALE 3/8-1- NOTE MULUON CAN ALSO BE BSTALLED WJo STORM PANELS ON TOP OR BOTTOM SO THAT IT t3 LOCATED AT TOP OR BOTTOM OF OPENING. CoNE PAER3. O+FNINO W/ TUBE TOP k BOTTOM) M44 MULLION WOLIIRLT MIN. SPAN (FLJ • TUBE MULOON - 4 4'-S' 2• . 3' a 1/6' i C-6" TD a-r 2' x 4' , 1/6' > 5'-B' m 5'-10' 2' K 5' x a 4 x 114 � e'-10" 10 B'-0' Y e 6' A 1/Y V Psi_ -tLo W. (-�' i,waB,E Allaplla tall Sp6ptA2 ON LL'Rw� aNH1E1 e . of le 2 I 2 ,A4WN • ts>•y3NaAar w L1Elro. `` .;. � I .._. KMfmR BAN • (SfE NIA, Vti SN 1 SPLIT STORM PANEL ELEVATION ` W H'P&.A1wC SCALE 1/a`-I- D INSTALLATION INTO DETAILS FOR REGULAR EXISTING W99D 11S111B- rl NW W RW[ STRUUCT�IRES, PANELS(I & dA +N'r ,K RMrrs r r ac. - ". 4 a.w .,. Ri/~� w,. n�wvana r � iI,JY rlPA,rWM / I 1a H00eIBo B°°B KJgA N.N[NYBB�V aNA TMOW4R. � 1 /y^� SA ROHY( p • ,'` �t�rf4' •u • � Ala BYBNAi WPC H.WeI. , WB4A R%O IBS,PPL T- � M � MAE,�aNAB � , Ij ; � I� 1 , 1 ( � 2.: �,Y+ saw[ sPBlo M unRmx — -- X� /Y � r Jr M M Or+lr OKL wo"" w l I aH AMe, � �MWI • 1a ,tr aR. N i�i `Rr�R>. r r . - HCONRP CY °"'I i t W ' Sea 8 t '10 IK aAACG I M c- i m F AeA a Mare i ° aMs aelm i 1 Ef r I rorOM""ausa i INSTALLATj- i N WALL MOUNTING ALTERNATIVE 3w - 1/4' 1• „r>Pan r .AWa aRo r ea err ce ua '0p° ' 11f RPM, um, awe NR,art„N,a® I>~' sRWW 1i r 2r�Gc BUILD -OUT MOUNTING { 1 '>' AV FWetr `�• '---3 INSTALLATION -ALTERNATIVE 1 W o .r I� 1 1!p' w ,WrAPa AMAnrrxN M MOPOd a' pM[ _ , < � � � _ _ `--• srxE 1f4• . ,• ,. cEluNr; FLOOR MWXTINc WALL & FLOOR MOUNTING WALL MOUNTING INSTeLLA7fON - ALTERNATIVE 4w INSTALLATIONS - ALTERNATIVE 5W (SECTION AT TOP IS LIMITED TO +55.5-97.0 MAX. SCAM 1/4- - 1• �NSTALI �{�,_� TERNiifllE 2W A.S.O. DESIGN PRESSURE RATING) SCALE 1/4' .. I' SCALE: 1/,V • ,' reA NR Ares Auaw El Za NOTES: MTuyuHunN N. 7(�/f Alyy FLOOR MOUNTING INSTALIATION - SECTION 4AW SCALE. i/4' . 1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +SS.S, -72.0 p.s.E. AND PANEL'S LENGTH UP TO 8'-8". .yP�.'•'vCENS.''✓�g: FLORIDA BUILDING CODE (H(h Velocity Nu a" Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY of 0.55 OR EQUALDRom ;` No. 4167 c Wzo2v a �° INc' 20 GAGE GALVANIZED STEEL STORM PANEL `•"'efi N JE, EDB COMBINATION OF SECTIONS: z *' GLOBAL PROTECTION PRODUCTS,r/:e/m2o I.I.C.• DATE s:. $T E OF ..-.-.--._. '�} TOP' & BOTTOM MOUNTINGS CAN BE ,fir • FL R14P . ' 23e'. y iMC. 4600 sw 51 soar TLur ,Es 'iNa k s O rOAPANr WE • I' I"" 20-178 Y. W+A W. a4 30A 141Rrp e1APa4 a SWIM PNOlE: 4W)SQI-7346. FACt, 1a3{)eaa-e7e7 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i,Fii'. `\ hgaSgO Im m-,m1 IOW r tlMN INK,. A yalSf'J., P.E tM ,Fes N DimM aT S,eET tOOW ffi CONCRETE ANCHORS (SEE SCHEDULE ON-+� SFEET 14) \\ I CONCRETE ANCHORS j (SEE NCHEDIAE ON }. SN,EET 1{) COCCRETE ANC10R5 (SEE SCHEDULE 4) PCtmED WNGTREE .._._ POURm mom wom. one In om __.- CNET scHExu ONCRETE MOKIO SLEET 14) WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING IjALIATiON — SECTION t SOME: 3/6' - r —SECTION 2 SCALE; 3/e - 1 R07F5 ON RIFE SAFM SIORM PAk L SF SF YINSTALLATIONTF_M M . 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN ENO PANELS). LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLEDREGULAR AOMCENT TO PANELS (W/ DR WIO REGULAR TRACKS.) 2. LIFE SAFELY PANEL. CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL. AS PER COMPONENT , SHEET 2 OF DRAWING. THIS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. J. LIFE SAFE11' PAN¢ REOUIREB TOP TRACK TO BE COMPONENT O & BOTTOM TRACK TO BE COMPONENT ®AS PER SHEET 2 OF TH5 DRAWING. aA" r�rr COMPONENT O IAiY BE INSTALLED WALL OR FLOOR mwwn FOLLOWING SECTIONS 1 2 ON THIS SHEET. AS WELL AS DETAILS 1 & 2 ON SHEET 14. 4. Min. LENGTH FOR COMPONENT fDrs SS", ( Mu. ANCHOR SPAONG FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN ON i' , SCHEDULES & 2, SHEEP 14. CDMPONENT MAY BE PERMANENT DR REMOVABLE 5. SEE DETAILS FOR INSTALLATION INTO WOW FRAME BUILDINGS ON SHEET 1S. 6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLAWN OF SPACERS AT TRACKS INSTALLED AOAACENT AND BEYOH81 TO STUCCO/WOOD BANGS. ' L-P7/41 2/4, 2AA 3/4 OR 4/4 I L *11. 2 DOL T W/15 L-rri, 1 & 1w/15 ALTERNATE LOCATION ,E ON LIFE s m PANEL L AREA W/NO UFO; SAfEiY PANES i LOCATION OF UFE (SEE NOTE 'BELOW) 1.s. REGULAR PANELS W/ O4 __.._--.. - ---... SAFETY PANEL --) w/o REGULAR TRACKS (SEE NOTE I BELOW) Je UST PANEL. TO bE Ia5TA14E0 AS SWAN LIFE SAFETY PANE). OPERIINO SNHLL F - OPTION Al FOR WEE ACWAYS P1tiTA0ED W ROAR FLWOE TO FAC2trATE M9TA1 tF R D"& ELELEVATIlATION TO SrRUCTUH INSTALLED OR REMOVED FROM INSIDE 3/32•-t• qh/y {SCALE . }-1/4' Mma OAP "-' "� Or 1 ♦ 1 P I/4• M. ` I 1 B Ai 1 INHFJWOR PAMO.S. 8 (ALTEPMAIE FAR4TOf SFE HIM 1) AT EI@1 PA•�LS SEE NOTE 1) SECTIM B_9 SCALE 3/32,.1* I UM eMCL LENGM "L- SCHEDULE (VALID ONLY FOR & 2FSTALUTHOS AS PER SECTORS 1 TFHIRU 10. ON 5FEEETS 4, 5 & B)MAXINUM MAXMWL"-D- • BaTM M/ 1/4"P-ffitt• SS. MA k wdKI AT 0~ k MMLO BM OF PANEL DESIN PRESSURE RATING AND CORRESPONDIKQ MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS j� INSTAUMIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS itD& @ INSTALLATIONS AS PER SECTIONS i TRW 7, ON SHEETS 4 & 5) AIAXaaSM A5.D. MAXIMUM AMLP,O✓M SPACING FOR ED. TO To lo v ``1,i A �T . � `�SE.......FPO" lyk a'UGENSF'' it W FLORIDA BUILDING CODE H(h Ve(ocf Nu cane Zone ' tt No. 4167 rzn2o 1iTEd NO 20 GAGE GALVANIZED STEEL STORM PANEL 6 F.P. * ONNB BE: `"JuJ2B2o s 9'•. i �, GLOBAL PROTECTION PRODUCTS, L.I.C. �.i °ae F Et .�2 r j '-O�•. C 14P:'YWBN.5,S y�Ss`Q EtEt. FIL IE - - ••4 G�rrNWrki. >e,: 1ea,A sAWAaa R a,N PIHN$, DIN)✓Iear6rG, FAi� {xH{)aee-SILT , : DIN m-wo . m , ialNY m-�a, 20-17b Nr,l E wAI.A"vaUREJBATE rA-oOl6T1a Aar mnor ssaw +ee t - , NITER A. Te.INi k., p.E: eFW A- % Ra aMET a t# sa RATHc°tp:rAP. lsExL. e"�N 4INWNAN 4EPARAIXRN mtxASS P bbNDnoN ''� +e8.6. -72D Y-5' OR CE6i x 7/4' 1AYBaTEO 1 THOU 5 A. 7 +55.5. -72.P s7'-5 m 8"-8' MCA. 2 SJ4" UNBOLTED f iNTW1 S k T +aso, -72.a rNF-e m 11•-x' NIP.. x 7/a' +43.8, -i0.b 12 -4' OR LESS 3 , fx` ' �aH�lArslAotETwTH 0. O k 50 fMTFIOHi �� ) - 3 1/2• - _ SEOpfOK !R k �tP nNgIT� 1M%MUN pANEI LENCnt 1" (R') TV.H:ONN CIF TAP -GRIP CUA-H PMIENAMIE PbW.SD pN10.N4TE PLUS m WIC.NEIE. OaONGce lE ro GOI4CRETE BLOCK Tb E,E Cl �EIE BLOCK TD CONCfLL9E et m COMPETE a' N/A N/A N/A B• N/A (iCf7 e• 5' N/A N/A 4' 1 (BOROM) tl• WA N/A NIA a' N/A e` N/A B' N/A ,.NJA 2 (TOP) 6` RIA N/A N/A :8". N/A a' N/A 5 2 (BOTTOM) I NJA NJA N/A a' NJA 6' N/A a' NJA 3 k A (TOP) 1 7'-6' OR LEA OR t135 r S' N/A NJA a' S 6• M a' S" 3 (��) S N/A NIA N/A tY N/A e' WA 6' N/A 7 OOP) fi' S' ....NJA i(!A N/A b•. NIA Ix iJ2•.. a ,/A' B 7I4" 6 1f1".. a 1/4• 6 1f4• 6 SEE SR$T3 10 k I i F1k1 ANCHORS IIPE k SPACING FOR tSMLU71DOa W,IC WD00 FIMLff etWOpO. MRIMW ANCHOR SPAORAS4 AND YWMW EDOC dG1'ANCE ARE RmICATED ON 17116 SaMMAE FOR E0. 4FSS THIN YRNClTEO ON 9fI8:DUt£ AEWCE ANl2HOF1 BPALIO NY MULiPLYNO SPACPo S1,LMIN Oi SaHOXITE O THE FOI.OMflRG FACTORS, Fi3R INS fN'ERATION ro % PW81elE. REDUCED SpACMNt QDTARED II&tlNG FACTOR SNMLL NOT BE 1E&9 THANMNWUM BRACING RNRICATE6 FOR EACH IAIp,OB TYPE Al ANCHORS �NNO. �� SaBWS • 4' OA W >A h DIUCTMa!l�IIItiG INSTAL "N ALTERNATIVE BW STALE 3/8-1- NOSES, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55-5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8` 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STUDS O O 1 ,2 Its HOLD 5) IAA • e \ � \ ;,..:. a ,. :.y1� 3. � ♦ . \ . a i : it �eM A LL a e\ A. "R E\ �. •1 C e A. A : T STUBS a NEF OrERU (12 1/2` 0. C TO HOLD PANE 5j6' IWn t� I) a• tBe. CASE n aC r FLORIDA BUILDING CODE ALTERNATE M►A)L1R B SCHEDULE 3J 12 FOR f2 FAR--3•---1 ANCHOR MDR. ANOOR I '. SPAONG SPALznG 9 DETAIL 2 FLOOR MOUNTING INUALLATION (APPLICABLE IQ SCHEDULE 2) SCALE 3/Id . 1' AXiMU A.S.D. DESIGN PRESSURE RATING (,R.s,f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "0 SCHEDULE wpucr%z QK% TO AEGTKtE i..t #.3.,EiDKL1TE0.- . StlE Itti1Y.= Ohs ,SYS.(Ey,,,£tCL,SI{ELT 331. MAXAILM A:M DESIGN TAPWN OF TAP -TRW CALX-IN PANBM41 rowu m Psaw fo of re" MMIOMW PANQH tO101N l' (R.} WE9EfA1NCRETEcomlow XICK TO BLOCKCCRETE TomClE`1i.owc" TO CONTo MOCK TVus CONCRETECON b' N/A NJA N/A 8' NIA 6' N/A 8' N/A 1 & 2 (FOP) 55.0. -72.0. 9' 7' 9' 8` 9' 8" S' 9' 9` D. 1 (BOTTOM) S'-O" OR LASS +554 -72.0 6' N/A N/A N/A 6" N/A 6' N/A r N/A 1 & 2 (TOP) 5'-0' TO 7'-B' 8' S' 9' 6• 9" 7 1/2' 9` 9' 9' 9" 1 (BOTTOM) +55.0 -72.0 8' N/A NJA N/A 6' N/A 8• N/A 6' N/A i & 2 (TOP) T-8• TO B'-B'... 9" 4. ;p. MAgMUM ACC. DESKIN PRESSURE TeGCORCIRM I (SRO. 5/I' Iw Amfl lop O' MRXE) F.WE E (SPAT • 3' WA ,ION tM ff AN:'IL) AP PLIGABLE TO 5ECTIONNS & OF ,NATO MAXIMUM P LENGTH "L" (Tt TA+ICON i +49.2 -61.5 3• 3" 4 1/2- i 4 1/2• 2 (BOTTOM) 7--6- OR LESS +52A -86.0 3' 3" 4- 4' 2 (BOTTOM) r-8' OR LESS +55.0 -72.0 2 7J2" 2 1/2' 4' 3 1/2" 2 (BOTTOM) 7' 6' OR LESS 2 1/2" 2 1Jz• NfA I NJA 2 (9OT10M) 7'-6" TD W-w #SS.O -72.0 N/A N/A 3" 3" 2 (BOTTOMI 7'-6° TO 8'-8". Rr101AA1 DAD. OE3MIN I)ANna Na... %a4i Ra„MTiN GAIN +To .m -726 Kam• 2 3/4' ueaTEa SEE SNOTi 15 FOR ANCHORS k SPACING FOR INTO TYpE INM ARE Ns HOOD ISFAAMESC DOLE . ED, U I ANCHOR SPACINGDCATMS AND 11MILE, EDGE E ANN O ARE 1NOICC BY ON T NG SPACE. FTN ENO. MSS THAN, RNOMAT60 ON FOLLOW E REDUCE FORT 6 BPIF AI MUHTIf%,`ANO S QN RCNE6UIE 9Y THE LNG FACTO FACTORS. FOR ENE OPERATOR A &• ACIPOSSIBLE. REDUCED l! AT AK MSPIALL NOT >E LESS 11LAN AWAWIN SPACING R®UCEO =MR A H ANCHOR A4DIGTEO TOR EACH ANCHOR ilF'f AT NIrUIORs tECEto. ANOW 17►[ tJ4'r r 1/4'. W. 1/41s via" a TAP-owkwwwOweon nlMUt. PlAa fiNJhN Mb. ARKHOt SHADOW, EA.) $ 3 3 3 2 t/2 caw (h) 3 3 3 3 3 4EA a,W RSA 00 _ 3 3 3 1/2 3 1/2 { ACe7L LQ WK FRGYGIt n - - - �_ _- m- IAA AS m31.Y-1.oP - lA0 ...:..,,. ,. e. tl t L •:... � i i.: \ • :\t �iA. i. 'e t a :\ eei . t e * . �• 1t:.• \ VrB SPRINT (k x mkxwjm il"MA1 ANOgRB SPACWIO FDA EA - 3 1/Z• •' - :.. A.S.D. TAPCON CF TAP-tRtP CALK-HN PANEtMAIE FOAALE ID PANO.Mat PLUS SOLA1 SET srcTIONS / k MAID" PANEL RATING ro CONCRETE m CONCRETE BLOCK m collcl rfe m CONCRETE EROCK ro wNCRETE TO CONCRETE BLOCK m CaNCRLTe m CONCRETE BLOCK TO CONCRETE To CONCRETE BLOCK. m CONCRETE m CONCRETE BLOCK ANY COMBINATION OF THEM LENCM 1• (a) 8" NIA N/A N/A 8" N/A 6'.. N/A 6` N/A N/A N/A 1 Cw) 6" 4' N/A N/A 6' 8' 8" 6" 6` 8' NIA NIA 1 (BOTTOM) 6• N/A NIA N/A 6• N/A 6" N/A 8' N/A N/A N/A 2 (TOP) B' N/A N/A N/A 8' N/A S" N/A 5' N/A N/A N/A 2 (BOTTOM) 55:5, 72.0 8' N/A N/A N/A 6" N/A 6' N/A 8' NIA NIA N/A 3 & 4 (TOP) >7•-5" TO W-B• OR LESS 8" 4" N/A N/A 6' 6" 8• 6' 8• 6" N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6` N/A W N/A 6- N/A N/A N/A 7 (TOP) 8" 4" N/A N/A 6' 61 6" b' 6' 8• N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2` 6 Tf4" T2 1/2' 6 1/4" 6 1/4" 6 1/4` 6 1/4• 6 1/4" NIA N/A 5 (TOP/BOTTOM] 50.0, -53.3 N/A N/A - 12 1/2` 5 1/4" T2 l/2` 8 ,J4' 6 I/4" 6 1/4' 6 tf4" 6 i/4' N/A N/A 6 (TOP/BOTTOM) >8'-8' TO Il'-2' 55.0, -72.0 N/A N/A 6 1/4" N/A 6 1/4- N/A 6 Ile 6 1/4• 8 1/4• 6 1/4" N/A NIA a (TOP/BOTTOM) 8'-8' TO 11'--2" N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4" 6 1/4` 6 1/4• 6 1/4- 8, 9, 10 (TOP) 43.Q -48.0 6" 4' NfA NIA N/A N/A N/A N/A 6" 6` 8 1/4" 6 1/4" 8 (BOTTOM) OR 5 4' NfA N/A N/A N/A N/A N/A 6" 8' 6 1/4' 6 1/4• 9 (BOTTOM) ,2'-4" OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1f4" 6 1/4' 6 7J4' 8 lj4` 10 (BOTTOM) SEE SH" 1% 11 AND 12 FOR ANCHORS TAPE k SPACING FOR GNSTALLATIFN7S INTO WOOD FRAME BUILDING. MINIMUM ANCHDR SPMANTS AND MINIMUM EDGE DISTANCE ARE INER IN ON 1HS SCHEXU E FOR ED. LESS THAN IND"YED ON SCHEDULE REDUCE ANCHOR SPACING BY MAIL LYa1S SPACING SHOWN ON SCHEDULE by THE FOLLOWING FAL`IORS. FOR THIS OPERATION TO LE POSSIBLE. REDUCED SPACIN4 OBTAINED USING FACTOR E1,W: NOT BE LESS THAN MIN! M SPACNG BRYtAM FOR EACH ANCHOR TYPE AT ANCimRB lfOI. Tw t/r. 1/4•. 1/4'e 1/4`r 1f4'r 1/4". _ TMW11 CF w-CFEN" v 6VX-w =&_BET 4k1. YNaIGe »Ao w K 3 3 3 3 2 ,/2 3 ••LaK4aAMa RnaN4a) 3 3 3 3 3 3 ,/2 RBA tIa2 HBreMP eNa, S 3 3 tJ2 3 1/2 4 AMft ft. $DE4 DEDM M F A•T.• T D TE 1 1/2' -pS - 2 ,/2• - _ _ _ ,6o Lai 3 yr IN AL '(ION INTO DETAIL FQR _ EXISTING WOOD REGULAR PANELS STRUCTURES O) & I {/14-10 PANEIMATE PLUS ��'"''•..,� , il a 1/4- O.C. W/ 1 7/8' 1 14-10 PANtflAMTE PLUS ' ( {`-� 6 I s' O,C. W/ i 7/8' ! �I-j14-10 RANELMATE PLUS e fi i/R' O.C. W/ 1 7/8' RATAN 10 i ED PENETRATION i0 WOOD ryryEEAAppEA l ;' Tl#EADED PE9NEIRATION TO EX)STINC WOOD HEADER l ;:.. .' EXISTING WOOD HEADER REOHRREOa F, I J+ EAsTINO WOOD HEADER ` ' TlAY,33R2' �� ' � I� f i EWNiR3i1f4lp�e wow HEADER f l I.B. WYIpk1 HEADER t'- ` f �>1 I z ! I E1PRf Same a 1J4• eA. i H•�i4 I E7A9ff�e N \ / x' s tJ4' oa i / RBOUI H j /'}� REQUIRED 1 StlkiAAE SEE SCHW AE ON , s1a rraN tO NXABa. .,.-..'s SEE oR FDATo SEuPARvKDON GIASe, - -_ --- lIEE 9pEDUtE ON FOr TO W.13.i A WH ._ )"J .__ ...1J4Y-IINtt (�' ,.....�-.. .._... M,a. PANEL LENGTH J it4Y-2QKi S.�f (SEE NOTE 1) M3. W/ 7/aY • ! 3}g2 WI& NU1 - T i E+hIW WERLW � tjb'IH--x6MT` MS, w/ 7/4'r 3/3x' WRIT NUI .FIF]!V - Ma PANEL LD MW. PANEL. LENGTH (SEE NOTE 1) (SEE NOTE i) MS W/ 7J'8•A —•---- 3/32' WaW Kin l.___ OF T" OFF"L _ MA%• j E 3 AIM E 111 HINT a �. L� - 'A1tr0 IATTa4tSNER ETD. S` � STUD • a lx 1f2" o.C. !O. It 4 �. 3 2'R4' WOO"WE 2'K4- WOOD PU7E ' ( TE i i t e o.C. 2'si• WODo TE �, I, 1 WN nIRFAtlF�O k : t S4-'0 PAHEIAUIE PLUS REBORED - 11 4'TJa' tOLlIEED i REQUIRED I PENETRATION APLATE ¢ I O 1 MIDWOFFH OF WON OF KAYAYE �" H ' 1/4"I LAG SCREWS 4 -`a' O.C. STAGGERED W/ 1 1PE,iL'sRAno1, L rDIRECT IN ......_a_.._ f.,.-_l AT NIDN1Otl, O PLATE BW STALE 3t8-/- - - �: SCALE 3/8-t` SCALE 3/8-1• 1. INSTAWTIONS FOR ALTERNATIVES BW, 9W & NOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +43.8. -48.0 P-J, AND t1ys1}yT1iiENMM TIy, PANEL'S LENGTH UP TO 12'-4" BE aMAA`�Ap sI. 'LL`;,., . . ,, iJ'V4• puAl.. TO SOUTHERN 2. FOR NEW NO. 2, wf 5PE .ITCH C DENSTY O€ O:Nk WOOD 55 OR EMBERS EQUAL. FLORIDA BUILDING CODE Hi h YalocN Nurrlcane Zone) NOTE FOR COMBRNATLtkN OF N0. 416 = * y e2om 1lTEC0, alb. 20 GAGE GALVANIZED STEEL STORM PANEL a+w x• e+: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ' * ' 4 _ —�� ' �r/e GLOBAL PROTECTION PRODUCTS, I.I.C. �� G �r O INC. " M g INSTAL1AT10N, aA:., R70 J ,� (E•i1n - ...... 4eW SAE. 51 sam TRLR k ENHRNE[HE-TT 4 Z. Off* • . �1r NAl JIh al Y MA MA0,44 orCWGI 0. 3NM PNOIE: (I34)CeR-75Ai'. FAX (e6f)te8^B7fi 20-176 LAN cD,< tp+N R3m1 nl-,aww.,EtW m-imp ra. eaMiM Ore Nnr em.r aW LWAmNa at; iu1a4 i ATE a-owarla - ,METER A 7AU13r.IdE pP ,FeN a1uTiY a 2B INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM / '/4'' " aG "� INTO EXISTiNQ WOOD STRUCTURES I' , 1/x Min. THREA6EO PE/A.11Mi y t 1 — K � � De r EOF WaW ., R[OVRED TO I RI#FFCER . WNG O M)f EYTRY ; $RHO a 12 1/2 ..G I ALTERNATiVE 1 ALTERNATIVE 2 /y 1 $M7` MACFNNE 1 HIT w Ls )1� # 2 1 I IDS Fam S $D"ATON m CLASS. 3 EEDDj — I' EQ (L--�- ED ` ' d ED .�. 14 OR o- E° L I Y y H ! i WOW PLM REOVPEO fi s ALTERNATNE 3 ALTERNATIVE RITOUMl+� 1/4�,LAG C. / 1 4Jr PONE1RATgN kII IS,,. TKAE# ED OR IJ4•LbZ4 LORD BRASS BUSHING W/ 1/4'h202' SS R.S. • e• D.C. ALTER Lys 0012 CONDITIONS E W ANCHOR LOCATIONS R 1/4•a-20 PARO.MAR FEMALE w DR PANOAN7E PLUS O 6" O.C: W 1. 1/2" Attie. TRRGOED PENETRATOR To WORD MINE ♦ FRAME 'III 3/a" - r N PLATE NOTE = SNUFFER TRAMM Not SNcwN FOR cLANTY WALL MOUNTING INSTALLATION M4yyxE,2Hry ALTERNATIVE 1 stAm 3/r - I' NO 7 ': FLORIDA BUILDINO CODE (High VelocityHurricane Zone 900II. - It * . S e 02004 Tom'' 20 GAGE GALVANIZED .STEEL STORM PANEL T w: ' ST OF 44� -.. 1, OCTAL.. -72-D ARE ONLY VALID FOR BIALDINGS W,- AS.D. DE$6N LLU05 1P m " 4 t_Ss.. +s5z, azD PM AND PANEL•s LEwG1H UP m e•a•. "%r 9 Ft R14 �� -��".�'� /� /� ' C O INC. _ GLOBAL PROTECTION PRODUCTS, I.I.C. ,PaE 2 FOR NEW WOAD FRAME WNSTRUCTO�t WOOD MEMBFFRS TO BE SDUnHRH PRE No. 2, W/ SPECIFIC TICHISM OF OA5 OR EQUAL lCs' rO /'1f`i4 'Ai, M�I AL / ' j TeJ.R>w. 4,m0 SW. W STREET DIAME. m 20-176 - "Nit, IIMM"r`` L ]W. aH. >ti YPB YNx. ww , aR m-,ifC . w , aun m-Lae F3"14At l54kea-anY P,wE: (os4 7R�RFARN P.E. TERCA',IF." F. . Ktr• mer WG An r ssr.: rn Nw r ,T-t a - • - _ JRe'I ,5 BF Elf. -4_e N N U N +-R U N .� Ca U a. � N -�••� O M Cn O W O U- O .� In JE Co 1F� .� //`-Ir/�-�4V W CL N f N ✓ as O., cc Lk N > >\ L) (^U � IJ V i. e `0 j) 0 0 > > CL W CIO Q Q C U CIO O Vi LJJ = ME z Z Q J a SHEET NO. SH 1.1 -- ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)------ -- MAX• 3A/17. 4A/17, 30A 3I)J17, 4B/17. MIN. LAW/19, 7AW/19 a &Aw/7A ww/Ls. 76W/19 a eaw/2o 1' b 0 0 0 0 0 • , I 141r-?/7/1S.S. MS Nm WASTE 4 OA/TSY I i I � T-- - I l 4 7 PATIEL BOTTW I �` P P i11� i P iFlO IAIT A UST t RO4 "'1 3 MAIM . 7AW.86/tA tSAW/18, ?AIR/19 ! 6AWj29 aW/19. ?BW/i9 AIM 3,1' MIN. t MRN.I ,.._._ .._.....v.e...__.»._....� ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 & 20)-.--...---.___"__.____. t OPTION #2 FOR LIFE SAFETY STORM PANELa ELEYATION SCALE 3/16--1" 1/4" FLAIL GAP • • • \ � .c L . I. a :- l _. \ ■ _ a � _ _. MAXIMUM A.S.D. MOH. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.B.N•) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 B'-B" 2 3/4" UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY 5JQRM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES j>� NEMER "'-S, j W000 MOWER 'r TAPCDN a a' O.C. 1 , 4'r bWCOM o 6• ae '\ /1 7/2" MAN. THREADED / I - ff H/2' WN. THREADEQ 1 PENETRATION AT WOWPEFETRATON AT 11000 li tll / M9n I A.M 1 EXISTING Ift -' , GLASS SNME OIL SHEET te) 1 T.• 4m. PANEL LENGTH (SEE NOTE 1 BELOW) EXISTS 1/4 )} GLASS MAX. PANEL LENGTH (SEE SCHEDULE) i 1 . � 'L- MOH. t"lAS5 in MASS i PAX LE IS. aiy tq 1 BELOW) (SEE TOTE t � 7/B'r X 3/32• � �, � I I ; L EO t \ I --� 1 II CONT. ` US. W/ 4w5mSc NM L 3CR. WASHER o 12/2' .C. I y/e"M X 3/32` WIG N) OC t 4"f TAPG#1 0 6` O.C. t^, ? i ) L. • .. 1 . f 14'r TMCON 0 B' O.C. '- CSTA+DF7iED W/ STUD),,, W I 1 2 LMt:. THREADED 4 I, y� /'. j 7:(STAGGER®. I I; ( - 1 4"P TAP(X)N O' 8- O.C. 1M/ StiJA) - W 1 / MOH. 1H9EAD® i '-''i } } i 4 i { I '. J1 tJ2 MAN. TREADED PEH@RRAIION AP MtDW1DTN { h �I } ., 1- fiS1O d I N AT MIOWIDTH (. '! F� 'FIN A MDWIDTH i '`•. .- 1' I f, I OF PLATE ` yx4. OF PLATE h OF PLATE . ` `+ t WVOD PIA. ' 71YV00 PLATE JOUIRED �""� L_'� RUED OD �� WALL MOS 77N0 INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING � TERNAiIYf INSTALLATION BBW ALTERNATIVE 7AW /1 REGULAR SCAE 3/s"-i" PANEL ALTERNATIVE 7HW O LIFE SAFETY PANEL ' 4 Ll SCAT 3/8':1` ,SA��PANEL- SCALE 3/6'. i" AIiTINIMa��,,I, SCALE 3/e'.1" tinWa�CEN$F`�A9sc ��P '• 1. INSTALLATIONS ARE ONLY YAUD FOR BINDINGS WITH AS.D. DESIGN LOADS 2 FLORIDA BUILDING CODE j UP TO +55A -72.0 PSF AND PANEL'S LENGTH UP TO W-8-. S ' No. 4 1 S �c c P1mp ntECo. ,tiC. zo GAGE GALVANIZED STI 2. FOR FEW WOW FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL - r STA E _ _ ,_ > e/ i ■ I w w - \ GLOBAL PROTECTION a 6" O.C. THREADED WOW 1" EN L PANEL EN I B (SEE NOTE BELOW) Ms. w NtRr COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1 u .-__..___.-,.____.�n_. -.---•----2.230' 2.591"� ,-- (TOT WCDi}_._ �---^• i 12. 12.500' (EFFECTIVE WIDTH)--_- ....-..-� I 3 P _ .075• 2.5 .075` j Ty 2.244' p. , 2:657" flAUtAIN'A IDED STEEL H EMEQ., •, ! 3.SD0- 2.000' J l 2.244" TOP. AMU A-03 7' '., .2 NEMMIEO ,y1117.5 I 4 ;RIDE 50 MINIMUM 0EG0. AJ -r ' I y G-5D CaB + H CONTAIN A )' 48.6• t i I Q NZS" q2� + �•-1.3150' i. ' 2,470" STORM PANEL 4 1-•2.47D"--- O REVERSED `h" TRACK REVERSED "U" TRACK U PANEL'S END UP- W/J HEMMED EWE.'` .125' .125" I HEMM ISOMETRIC VIEW DETAIL A 2.000" ROUNDED CORNER 0 ENDS OF PANEL'S i END UP W/ HEMMED EDGE 7�. (N.T.S) L_ H Al)_ 2.OQD - I ft 'J. F$= S E �B 2"x5"( ax ALUM. ANGLE 1 1 4 WI()E 125` 6061-T6 ALUM. ALLOY I - 1- fi 7 0 ass Clip.) $CEN, r`9 N I No. 4416T '• L_j FLORIDA BUILDING CODE (High Valoott Hu one Zone I 750" �( pYon tG Ew me 20 E GALVANIZED STEEL STORM PANEL • 9 ATE ES 3 MDx ��J GLOBAL PROTECTION PRODUCTS, U.C. O7 ���ax�����G� STOP 3/ NAL 11L E C 0 1P•c.STREET 11- LONG t' Nt/HM1tM a ENoelEFle GAVE. PL t33Ata 6063-T5 Alum. ALLOYpie ,�.pMA m ,a PNOIE tax)m9-TMS,FA'C {p6,0T9T 20-176 CA-0009T79 °•II"M Mw wX .Ys,r. axnDRWMO N., P.E. SE4,/a9TMT1;R1E/UATE WAITER A J1". PJL 4�SU::+M !� - '91EQ Y3 � m w s.+vwcts, a 4IAMMa@ I } _. v" r rl+ i E. i 4 INSTALLATION DETAILS FOR OPTION IN -TO EXISTING PORED COME #2 FOR LIFE SAFETY STORM QR MINCREIE BLOCK PANEL MUCTURES SYSTEM TAPCON ARIOHM 114" TAPCON ANCHOW 14` TAPCON ANCHM .._..__t, ' TAPCGi ANCHORS 8. Oc.. 6 9. O.C.POURED CONCRM Oft CONCRETE ' BLOCK REQUIRED S LSOOST i2EONRED kw M_ E.Q.4 �" f i �•..: 'E`'.`i I , t ' COW. w^ j� >a !- wiewu w eYfr IN i ' j aw� m ; sMYT tq i j Aw swAaoAYi m � 1 ; ` � 1 eras iq i I E i EXSN i I I I EX190 I i rNA66 L fig n,_ tuAzs` ( BussF`" sus ern -, 'X W0. e! YM. r-•'gr.lAb. }fC 1 � i t I i ETt e f of WING NUT , L."g9' •tf6`f x 3/32" WBG 1/2- D.C. 4 L���aaa-o 1 HkiF WA14R (BEYONI f 1/4- TAPCON ANCHORS `-"'--a 4 I/2` O.C. (STAGGERED W/ STWj �� SEE SEED le a 20 FOR ANCHORS TYPE A, -• AND" 179[ 1lPrEW�11 _ SPACM FOR K3TAULKnONS KID WOOD lati AtX910A vmm 04 3. FRAME BUILDING. MMWr181 ANCHOR WACIXiS AND MRBWAM EDGE OraTAit.i' ARE MICA ED ON THIS A tNnmel4 6A) WaGYlAYa 0 S'CHEWLE FOR EA. Lm 1MAN KPC55liO ON SCIMAX RIBILIM ANCHOR SPACINM W WXYPLYNq SPACING SHOWN ON SONODIAE MAo MN.t :eoe.r, aaak I!ti} 3 M,9111L, EG ovem BY THE FOLLOO 0 FADKIRS. FOR THIS OPERGION TO BE POSSIBLE, RDDUCED 1 SJ2" a3 _..v. SPACING OBTAINED OSM FACTOR SMALL NOTBE =6 THAN VNIMUM SPACW, POWED FOR EACH ANCHOR TYPE ON THIS SCHEDLU 3• _._ _... I s° W 1N%aart•s�+5._ rac raT r y`'Y• oWwAP P i 6 raw: 2- t 4-4-20X3/41LS. L S W I---t� /8'rx3/32- WING NUT WASHER 0 12 I9/2` O.C. i. I 1 4 r-20x3 4'S.S KS wf { - /8%3/32' WIND NUT WASHER (BEYONG) (j TAPCON ANCHORS - 4 1/2` O.C. _, �,j4 TAPCON ANDiNXS 0 4 1/2- D.C. ORENCRETE CONCRETE REWIRED JNTING INSTALLATION WWALi_ 4A --�,�UBEO OR CONCBRETi� BLOCK REWIRED MOUNTING IN-aTAI I ATH)N SEf;TiON ��CTION Pc1 a afN(1 t O SCALE 3/8"-1. _- /48 LIFE �'ETY PANEL SCALE 3/61.1" FLORIDA BUILDING CODE (Hiah VNac11v Hur INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING !MOOD STRUCTURES I I 1 f I f l f j 1 4'}1/2` TAPGON I W l 1 2 NMI, THRFAtED P f /1 MIIN. THIiFAOEG 1 i`•�' � Ir TtON p7 WWD HEADER \ 1 HE.Am AT WQOp % t FHEAjRER I ,/{ qL fIi N f2' -1 1/4- WOOD HEADER ..� WWD 1 2• � ! RI OURED i6ty,! • ; MDER f BEE7OIREp. P i1 ON INKED 10) Ter,. BASS TotllSs EXISTING pH siea fete) PANEL LENGTH i (SEE NOTE 1 BELOW) _-`'O'a .-- _ PANG LIHGIH 1/4"h20X.7' (SEE NOTE 1 BELOW) GLASS S.S. M.S. W P 1 i I i 1 • t_ M. h4 1 2`X+' Wr000_PUR{ 4TJ6'o x 3/32` WiNC NUT W I I `i p �.� 7/B-a x V32- YANG NUT -*-' j [P REOLLREO z. q I I WASHER 0 6 ,/4" C.C. E4l1MREd_Tf I WASHER 0 (BEYOND) I f 1 1:'� {f ( PIA-kO PAAVELMATE1 PElR5 I ° J :, 114-10 PANELANTE PLUS :� f,•.� 1 i' f E " _ tl B if4' O.0 //- , j V + 0 6 4/4" O.C. W/1 7/$' �� MIN. THREADED PENEFRA7IOI), _ AT MIDWIOTH OF PLATE I I WN TtSR€iU)ED PENLTRAT16Nt I - AT MRDWDTH OF PLATE S WALL MOUNTING RIITAUAT10N ALR PNREGUA xA�ppTI(C/r✓.,y WALL MOUKIING i AIALWION ;T R.E rIUA pRN► • GENy� '•• 9 �• SCALE 3/9•=T" Pti, r SCALE 3/e'-1" FLORIDA BUILDING CODE (High Velocity Hurricane zone) _ 3 No 44167 = P2020 m Ew R14 20 GAGE GALVANIZED STEEL STORM PANEL FP.Dwell B 1. INSTALLATIONS ARE ONLY VALID FOR BOLDMIGS WITH A.S.O. DES" LOAN UP TO 45&5, -72.0 PSF NO PANELS LENGTH UP TO W-B". * - - -o'•, S TE -. W PROTECTION PRODUCTS, LLC. 2. FON NEW WOOD FRAME CONSTRUCTION! WOW Mk"M8tS15 t0 BE SOUTHERN LL'• 'Rt(1� NIL EI C O EN•. 460e iW. II STREET PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EORAL. 4 ,C• ,H �S�i/ C0rA ! CGMPANT DAY%', FL 33114 �m-WI xAo �w_ PgI:.pS,G a-MxT; 2OR0W-N1q7 ArItll/i INiI••1 Paenr: Ong m � .IW9ayOraPt IPN,C J3m i6 b: IMI __ _ oRIT m CF 26 3'/24 (SEE NOTE 2 �M 4 W/ ON W/o 6 . /u,n• SA,s 1'/24 4'/24 (sFE OglE x BELOW) 3- Mom. 2'/24 1'/24 4 5 AT 2 $(SEE NOTE A FOR CONCRETE SEE fl�vA- Ate.. 9' Aka IX7IW:RETE ANCHORS ITyPJ a Forrx ar IR-�--3'RRA4i1€ ON SILEET 29s FqT WOOD SC'Rfl% - -- 3"-y "YM ST€ SECWMI6 QII SHECT26 �Y. N 2 7 (SEE BCiIEdX[ ON SHEET AT - 1 I 11XN sMs ire TRA fln T_ m RIT I- _1111 EW «DEL) 0 rnaA;L,1 ( ANETJ . wn nuE.iJ {8.7/ OR PAHEIJ (EIG! PAYFsy t (ENO PMS1) --r ((�RBH? PANQJ SPnFAIOR PAAIEU ieG PANEL} T^t-i 60 % M.• -r ^r�^I"Y'''']- ^r^ -r-rr^r'9^`rr-k^-.-.-^r-�7 60 2 -L.SEE HDtE 213.4 BELOW I ( SEE NOTE 2.. a 4 DOtak LEE. } 2. 3 4 9ELOW 4 j I SLEE w E 2• 4 BO.tOW IR01.TE0 P W 7/ew MMUFa // , .r -L' 40 Z TH } Tfl 1 i PAAELMATE RrP) �3.� SEE NOTE 4 RkLXN._.._y IILRC 3L- -J COMGNEFE ANCHOR3: 5FP - , it ' - ( LOTION MA ��� 1" MNn. ShIEDtA£E ON SHEET 2'x POR WOW SrJ1Etl9 } pT1� ERN GR '•"h - T1 rl A.TL PANEESL ] � BELOW .1 OR 0 W! OR W/O . © �C AEO, CN SHEET: Yo I Ia, * ' EAST n/vE'L_ Q TO YS NisruCED AT F10H IrsT PAN4 TO 8E INSTAItEO AT EACH OPElNND siN.E. ALWAYS BE PROVg�EpD W/ S ALWAAYS BE PPOMOED Wl REAR HANDLE TO FAC4RATE K5'fALEA'06H -EQRSEEIIOP[NINO REAR FMNORE TO FM7LITATE INSTAIU&LMDONFOR F KiE/CD5 TO BE INSTALLED FROM F IPTENOfD i0 INSTALLED FROM ,- IF WI OF To HERE (D SYSTEM RNSDE OF SFRICT4R� ALE 1/4' MIX. SAP -�I 1/+• Max. QV 1/4' Mnu GAP )l4` New, 6AP^Hl- i I �...... _- 1 V- @ W/ ON W/o Cr,). 0 i 2 A -/A -A uE,ERNaE LODAAi10N SECTf�N�-B Ai om w:Ams) ,SElY SCALE 3/12• . 1' ALQ�S : 9CAIE SJ32- .• ,' (1). DEF1NRtOa OF SEINES 1000: E - Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL 4 NOTES ' nR. TRACKS AT TOP & PANNELUATE PLUS ON 15" LONG (1). DEFTNTTION OF SE ZQDQ; E - 2' HAND STORM PANE. SYSTEM CONSISTING OF PANEL + $eAT BOTTOM W/ PANEUMTES Cont. TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO SILL WALL BY MEANS OF (2). ,r PANEL$ MiLLL ALWAYS BE GOAL ECTED 70 BOTTOM TRACK OTHERWISE A STOW BAR PAIELMATES OR, IF USED NTi:Y Wf 75" 6040 .1)t TRACK AT 80TTQM, END PANELS 8 "aTH4.L BE PROVIDED AT TOP OF $UCH PANELS, SHALL CONNECTED TO W/ 1 4'r-2I/#"iA�S W/ 7/ " 2' WING RUT OR 1/4Y-20x3 in. UIIB�REW RN1U TAPED 2 CEPT AS ( (3). M END PANELS ARE CONNECTED TO BOTTOM TRACK, (X)NNEGTDN SHALL CONSIST OF DESCRIBED ON NOTE (3) OW). 0x3/4" M.S. W/ 7/8•rx3/32" WAXi NUT OR 1/{'!X3 4` Min. THUMBSCREW INTO TAPPED 80T70M TRACK LOCATCN OF FASTENERS iAAY BE/AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE .KINDLY W/ 7B' LONG [fj AT EXTERIOR FLAT FLANGES OF END PANEL. �dTTOM 8UT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK. A STOP BAR Ce: ��t BE PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Le. A STOP BAR S ONLY USED AT TOP AT l.EA9T TWO PA)NET;S SWeLL BE CONNECTED TO BOTTOM TRACK (4), FOR RNS7AGd,Ai10NS WHEN ENO PANELS AND SOME IirERiOR PANELS ARE ORECTLY TING SI1/1 WW. B{JNEARS OF PAtNELNATES, ONE BNi`ER10R PANEL USING SPECS VNAT 13N NOTE (3) ABOVE. EN SUCH CASE; CONNECTER Of PANPDS MOUNTED TO EXISMAY BE USED TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W/.TWO PA UMATES 1EOW1NGKXN6G S)iM ON EIEVATtON��AiLNYO ATIACHIING BOTTOM TR(ACHC3T0/WALL � DOES (5). SEE SECTION 1', 3' & A' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DSTANCE. FOR TANS C0.5 INfIROR PANEL USED �. ANY - TRACK(I C.ALLED NOT NEED :0SUCH THAT AQMCENT PANELS T(ED 2 LEFT & RIGRNT SIDE OF (1IRR)tTEERRHWOR PFNEt.) HA VE T/ T/(U aAtedNUtNEMNHFNr/Ay •St� .. j �i, i1TEiR OVERLAPS RETAINED BY 2 . (� �� ': sa`�Q5 \�JE S - FLORIDA BUILDING CODE M h VolHill Gone Zone), No. 4 167 = °i�0 "`lOt0 KG' 20 GAGE GALVANIZED STEEL STORM PANEL DwFPI -�mPyVYmG STA OF GLOBAL PROTECTION PRODUCTS, LLC. One � y.q 4e50 tW 61 sIREEr lJ,+Ft !DL(3 OQ' �� Ta aPA wmM n 20-176 M,r.. . a s+Rloa. v't'TiK 1wae: (w4)e 7sw Ems. DcL ,Xw _mm At'� ..•FAIT ..x tb.:OMj p1-tla.rc.DPq erf-W, - �'rAll/INIOIII wX. +m wX,. 2RARwc ke SMAA1tt S 5E{f3wNAiURF0.A1E WAIVER A�miNaip.SM„ P.E. SNIFFY 23 W 26 UliIN AUA330N O A _Lk EL SCALE 3/8".1" SPA If ! 40 FOR AFCIA1fi5 TYPE a AMDAM TYPE 1/4'A 1APttN M F SPALBA Atli INSTALLATIONS RNTD tlEtOD MNIINLWA ANCHOR SPACINGS AND MINIMUMANattl EDGEVISTA= ATE NIDIATED ON Ties Mnpt+lo 3 t/14 Po6FYBlANnSOit6WNE. A 3 F'OR GD. LESS I" WSCA)ED ON SCIODIA REWCi ANCHOR SML M BY MU.rF6Ym SPACING SHOWN ON SCsax" (G6..IM:) CW BNMt TA,d W490L EA ODE.1OM IWOtOR BY THE FOMLOMw1G FACTORS FDA THIS OpEXeX716N 75 BE POSSIBLE, ROOLK0- 1 I/r - iAICNK. OBTANED USING FACTOR SHALL NOT BE LESS RAN MINRIIAt SPACINN) INDICATED FOR EACH AMCH0ItTYPE ON T6� SCtE'DUHE 3' ION ED.4 ? i 1 I / I 14-10-e PANCLMATE PLUS W/ je r X 3/3V WING NUT WASHER (BEYOND) ___eQURFD CONCRETE OR CONCRETE BLOCK REQUIRED WALL INSTALIAT 0 LIFE w�NEL SCALE 3/8'-1" Hurricane GEPIEWAL NOTES: YJIt�{i."F: Z FiIwNG 'STOit. PANEL _cYCTICtB I. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 13.1) MINIMUM EMBEDMENT OF TAP- ANCHORS AND PANELMATE FEMALE t0 & PANELmATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING COOS. HL.(7CK SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT OF 1/4-e X 7/6- CALK-N ANCHORS SHALL BE IS 7/8- INTO CONCRETE FOR A WAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE IhDTTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A D6ECfHOWLLTY FACTOR Kd.Q.65. USING ABLE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS 1NOIG+AED ON SHEETS 25 & 26. ENGAGE 3/4" INTO ANCHORS. IN ORDER 'TO VERIFY THE ABOVE CONDITION. ULTIINLTE DESIGN WIND LOADS DETERMINED :PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DES" WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE ETISTTNG WALL, TO COMPARE THESE W/ MAX. (AS.0) DESCH PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS $KAl BE LOOM. ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE BE AS MENTIONED IN 8.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND FiGHDRS ON ILLS PS-D. AS TESTED WERE NOT OVER STRESSED, A 337; INCREASESMALL IN ALLOWABLE STRESS FOR WIND LOADS WAS ELM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015; (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STORM PAN F F PANELS ADEQUACY OR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER FENESTICRON TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOL$ TAS-201. It O SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, IS TO BEATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEM FIRS BEEN DESIGNED TO BE INSTALl m ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UF'T. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL WWrrk R COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE' CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 3. SERIES'1000 INSTALLATION ISAPPUCAHLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIREDLENGTH. TO BE ' PERFORMED FROM THE INSIDE OF STRUCTURE 13, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TADS DRAWING PLJJS ANY BUILDING AND ZONING {. SERIES 2000 INSTALLATIONISAPPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. INSTALLATION S RSOVIRED TO BE PERFORMED :FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DDORS, INC. E - Z HANG STORM PANEL SYSTE I"• IS PAW POEM. 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (P) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D_ 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALE HAVE 39 -H14 ALLOY. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFF. SAFETY OF 7. ALL STEEL. SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALRY STEEL, ASTM A-653 GRACE 50 Min„ OALVANI EO STEEL THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE. DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON MIGRATION W/Fy- SB.S kW (AFTER ROLLED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. & ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IFWALD IF MODIFIED. 5WIS W/ 50 k.i YIELD STRENGTH AND 90 kei TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA 13MXMG CODE SECTION 2411.3.14. d SITE SPECIFIC PROJECTS SMALL 8E PREPARED BY A FLORIDA ORDE REGISTERED ENGINEER ARCHITECT H ECT WHNC W1LJ. _ 9. BOLTS TO BE A- GALVANIZED OR FST1N 3Q7 AN ZED ANSI 304 SERIES STAINLESS STEEL 6 kei MINIMUM BECOME THE ENGINEER OF REC WML BE STEEL, L WITH 3 EAR UM YIELD STRENGTH. ES PROPER fRECOBD,. USE OF ENE P.E.O. ETNCNEON OF ACTING A4 A DE'[EGATEO ENGINEER TO THE POE D' ENGINEER, SHALL 10. ANCHORS TO WALL $HALL BE AS FOLLOWS: SUBMIT TO THIS HATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (A) ?fp,^Exg$j)pjPOyo D C+y,;.e (e) THIS PE.D. SWM.R. BEAR THE DATE ANd ORIONAL SEAL. iN0 SOGNATURE DF TFIE PROFESSIONAL ENGINEER OF - ,/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEX, INC. (MIN. V -3T92 ps.L) RECORD THAT PREPARED R. 1/4- ' 8 CALK-HN ANCHORS AS MANUFACTURED A H OEWALT INC.N. f' / C C.3000 w.l. / ( P I8. STORY PANEL MANUFACTURERS LABEL SFWl. DE LOCATED ON A READILY VISIBLE LQG710N AT STORM PANEL IN FEMALE 1D & PANFLMATE- PLUS ANCHORS, AS MANUFACTURED tT'T E1.L'D CONSTRUCTION PRODUCTS, - /f'_3 ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 0 (f'c><3330 P.J.ATE ps.l.) LABELING TO COMPLY WITH SECTION 170S." OF THE FLORIDA BUILDING CODE. At) MINIMUM EIMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2" FOR PANELMATE FEMALE 10 & PANELMATE PLUS. A$) MINIMUM EMBEDMENT OF 1/4'0 X 7/9" CALK -IN ANCHORS SHALL BE IS 1/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMBTTFD. 1/4" A-20 SS SIDEWALK BOLTS USED SMALL BE LONG-ENOUGH(SHOULD ANY FINISH MATERIAL DUST) TO ENGAGE 3/4" INTO ANCHORS. t111a11IW.- •••:••• �/r A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE DUSTING WALL OR Y"'"E s FLOOR, SHALL BE ENOUGH TO ANCHORS LONG REACH THE MAN STRUL`TIJRE BEHIND SUCH PANELS. ANCHORAGE SFW.L BE AS MENTINED A.1) AND IN IN A.2). - NO.44167 (B) TO iXKTING CgjNCaPTE S9LOCX WAI-�, FLORIDA BUILDING CODE IR h Velocity Nu one Zone - 1f4' r TAPCON ANGNORS AS MANUFACTURED BY I.T.W. BUILDER, INC. - = f -y - 1/4' a X 7/8` CAW. IN ANCHORS. AS MANUFACTURED BY OE'WALT INC. (Ern.1500 p.R.l.) - /14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFAMMED BY ELCO CONSTRUCTOR per.^. PL {4 Alma TM ' aHC. 20 GAGE GALVANIZED STEEL STORM PANEL PP. Fi?Y WA" W. PRODUCTS (rm-2071 p.AJ.) ` � •..... _ IMCOBNc BAL PROTECTION PRODUCTS, LLC. 0711Ee 4B0n AW. 57 e11RkEI T ax. *_Sal. IAA wY1at 94aw,R ft Mrw PHOw. (Vd+ fl333 fB6+HBB-am ZG-T 76 r (m rro" , rs : Mtq Ili -,a{ 9 w IYYr,� qc a .p!!A WAWIO Na MK Pt SEN/95iMn0E(DME MWER ? Jr., PM f1RCT YI eF 26 441 INSIALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM P INTO FQURED CONCRETEOR CQNCRETE�BL.O�CK SC� CwiGSCie. CMgRilE A d' � �' rlIM1aEM 'tS` Com. sR¢T � 4 a, "u E ExNm N .!- al SNQI )5 4. Gen6 M7• SANS) Own ]Lsi : 1 �'.y,QT' 20 4 At �. HMG wn Lir 4:L dG a• j0 LWPtnY oc -•� m' Ins i. awamE \ ti 1 as nr l R SR I `�s, � � tRMn4r +O § v4«-msl,• ' �i ulo � Dd � p r�n€ i -g {Sg OrviL 1 a 1 , A/w wa. Pro i I 1 1 AAET eor 4 + YwM iP.IT Y f 0.0 k all I ) �SCHEMU m SHM 25 i %RATQm1 i t lax 4• MR V_ N 1f4'ti20..1/+' FDwide, I tf4'MIG.1 4• i € 3I-�ON Si1Qf 25 I Y TJEW Ff/ I m GLASS. 1 TAR. W/ ITO GLA5S, I M` ," �, OTi YON , SaF 26 ' 1/4'r�.1/4• m GLAWL 1 " a i 9Wp Y I71Yr3 yw/�y�y..t -. ifAVP° To I MN6 MVI i 1 i I I � R ,I � t I jV�r/RyilA•wNG � I� p N I i )+ 3 t�A _ j- 1 � N •'` i � � BI r+ r•" I i d 'Hur a 1r Pc i �' � 3 I 1 1 >-:°.. a."`',�;^°'. i �� F �3f ;f .!rr l„r`j i .� /:' rr?r'/'i. Ir � �M'•A`rr:O Pawn AYaMm t'aIRW isWIS.:r �. / � I f.�• .vl:,�.� " ,} 1/+'e-AOal/a• Ms m o,, 1 �'h2nt . ✓ _ �� Mti4-1 ,+�,. ) I � f. \fx K! TM4P1/SA• Via -( 1 4"A$a]/4• ALS iTLVWA t y,4 mow,. Y.&. 2 A1NO 6N J '.'2.j"`SO'_-, - wrt 4R tlaY-YGatt• ,J 11A0 MR 0 y/AM1BSgKW! TMMnlAE�/f/ ✓ f at- TYL[ �I�W,c ANpIMMM I NR[ , #>ffi OF (SAE `�f➢tR.F J \\\ ^ , '!ST NO(E i IEIOW, fe+Effi ( ,xNartTE A„Pian� w at GAB ; f La• o.G 2 -t w Dao"wD WALL MR MEIII MO_ UNTt_ N� �N WALL MOUNTING IN'n - ACTION 2 S� rIIOL{_i$�( ' - O SCALE 3/6.1- FLOOR . p�r+}��19-XQU�����y SCALE 3/T�0y.1' }$ S CTi N ,j' SECTi()N 4•Lfi�it :S.M:Ap SCALE 3/e.1" SCALE 3/8-1' Sa "031 MA7KWS FOR UlW/Ill USE OF(g,JNN, BAR AT UP AS WQ�L AS �2t{1H1 ♦ IyAA AYA YOilm t Or PfAIWa.. ( Q (� N Al BSTroIA m SOOO \�� DOESINS'TAUATCN TIRE W IDEEi 21 .``�?�•'vC EN '•• ✓ P sF •, g m°'S,d� BMfL•fL6.SfA.eM "P-g"`""' ,., •• �., No.4416% •' FLORIDA BUILDING COOS Nt h VelocityHu can* Zone ... ... o - NEpix MY AM r 9agAILAnDN• ;, STATE OF '� s` o�A9p 11WE W. 20 GAGE GALVANIZED STEEL STORM PANEL OWNFP an 0.•' Av PROTECTION PRODUCTS. I.I.C. SCALE 1/2' 1' VIEW X Tx Aa: ' TL EI C O ts` 1 STw ec. OWE, FL 1H MN ThLii TENTING ! EN9aK'ERINO COMPANY OWFL. 1333 o. IM. 1Y r = M I XAa PINE (9/4)�-7m. Fft (05082-4w 20-176 .. (m w,-,ma . , Nllq m2. ORASIlNi NA: O 4Mw 4a P4SEAkfwOOGUIW/DAn. Yar atA if. 1701_ Ch 7iJr.. P.C. 441§Z•,. _ _ iMIl4.S4 Or 24 U N CQ (3) �--A U �- O O .� U U IL � C'( O cu '�^ VJ O 0 0 Q 0 e0 AV LL O .� E L Q L .m V ) na � N 00 N C= f a-4 . Da AI 1 , Crj4 N �a N C) < J U f L o / 4-W W^ 1 O L CL U Cu _0 0 Cl) CIO Z¢ cw G z Z Q J SHEET NO. SH 1.2 -.. MAXIMUM AAID. U.,1' MINIMUMIMM TION APP TO RATtNGPR957 (SEE TO COPANEL NDITION .66.0. -7&3 70" OR LEA 2 9/16' 13OLTED • 1'. 2'. 3% zw a 31w'W. +6$A. -754 70` OR t.E£W 2 7/8" 1 1 I BOLTED " e & 4'w &UaRi1 - 4OF TSM.S- A WIN GM1T AT OVERLAP & 40A OF PANEL LENGTH PANEL 1 / "M, f A Mr " ' , I /' 3k 44, a NI. . i _ _ ( 1 Mai 4 h,^ f ! h , �3 i , 5tl .t A nR. .. Ls.. T.I a MAXIMUM A.S.O. D£s%N PR£ssur� RATING MAXIMUM ANCHORS SPACING FOR E. D.. 3 I JS' - APPLICABLE TO SECTIONS MIT d, It - TNEM MAXIMUM PAtcL LENGTH l' (F.) TAPCau CALK-N PANMATE FEMME 0 PAHESAMnE iRJ1S TO CONCRETE CONC To CaNmmTO CONCRETE BLOCK TO CONCRETE To tXk�tE1E elDa 12' N/A - 12' N/A 12' N/A 12' N/A V & 2' (TOP) ii' 3•* 1Q' 3' 5" 4- S'. 4' I. 8 SER 20DO + 12" 3' iZ' S" 8' 8" 11. 8' BOTTOM S 1' 1 ++ 86.0, NIA H/A N/A NIA N/A N/A 12 1Ir 11" 2' (BOmw) -75,3 7' N/A 6 1/2• N/A 4 1/2- N/A 4 1/2" N/A 3' (TOP) 70" OR LESS 12' N/A 12' N/A 1/2' N/A 9 t/2' NIA 3' (BOTTOM) 1Y NIA 12' N/A [9EW N/A 12' N- 4' (TOP) 92' 6" 12' 9 1/2" It" 12' 11' 4• (BOTTOM) * URTED TO 680 P ,9.1. A&.D. DESIGN PRESSURE RATING, OE' ASM SHEET 26 FOR M40M TYPE & SPACING FOR 0WALIATRINS [NIB WOM FRAME: BOLONG. MINIMUM M40MOR SPACINGS AND MINIMUM EOCd DISTANCE ARE X.DICVED ON THIS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR FAVORS. FOR1G 11 OPERATIO TO BE N SHOWN ON %NED SP 81' 1!E MLOTANNED IG GFAVOFOR THIS E LESS T TO MI PUM S A REDUCED IED FOR DETAINED HOR1G FACTOR SHALL NOTANC O LESS TOM MNIMIAA SPACING RNOMAIED FOR EACH ANCHOR ATOM AT AtNpgf6 IEQIIIfl A1DIOR TIN 1/4•I 1/4'r 1 1/4'4 t/4. TAMED- PNRL . P/I�1M�E cmx„W "I ANCHOR IFAC01 00 3 3 3 2112 blown W-0 Q4rm.lA W 0) R "e"A M,n1A tiler 6n3 3 3 11 J 3 13 a J ,/9 4 1 1/2• m I - - - 21/Y - - '-+O y ADP - I ,,m I m 3 1 - - - 1D0 @7,1-/z-_ + REOULRES Max. DISTANCE BETWEEN BOTTOM OF PANELAND (1)TO VL 1/2' . i I ++ REQUIRES Mate DISTANCE BETWEEN BOTTOM OF PANEL AND ® TO BE: 3/1a' 3J78' Max, COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2"i') _.----- . 15.125' (TOTAL WGTH)--- - _ -2.187•---i - i I--' __-t2,500' (EF'FECTIVE WIDTH--.-.-- _, v ) ---- - - - 1 ---:i93' I t/4'�mo /4 ,750". --- . MISTED SW"/`I._. -1,350"-' I LL --._-----6 i 4" ._. / (TYp ):-.-..._.._. i T. -I � T 350'--i. I I .260' ✓ '1.SD0' ! I.2� ,r 'ro ANGLE * 6 1/4, F 374j g t25 Inn• 788'^sI 't _ .1i86t0" ..�. 1, -Y ME 78Ett 'c" A , .280'•x /flfkM D ,ram °fe�024, MIN.. STEEL [ q y"f .1t3 r . . ° rt'__- ,. " `I 3378' ' _ -g .840" 7 ; 2 - •' 1.6n' ,- 1. w r t �9s,7, LL mCk ATM A653 TIP...2.000' MINIMUM 3 I •084' t375 7.075' rRE I N GRADE 6O Q' : 2,t25- �I -OLTALL A G-m GALv. EDGE i _ ' {TrP.)� �t "J ( ') . STORM PANEL a-;F------------------ t,350'--I O 1.350•- _� DETAIL A� I- L-- �_ -; 2.ow PANELS SHALL BE INSTALLED ALWAYS LEFT TO RIGHT W t 2• LEG i AT / I AT GVD AT LEFT &loE of PANEL 2387'-- -- w r � H HEADER � r r �K �4 1� GLE WITH STUD s IPM UP W/ REARMED ERG-- -,, `�_ e270' - �tp H .._ ci -E6°E .37 - _._ _ r fO P.FMEl. <7 K GALVANIZED 2A24' ( STEEL _ - ...# ,.r�-"- {- -! 1.407' r,625' IP.825 i.-- ---y'---. .-9087tN' 0.375' n.25G'/ � _._.. z a5n"-.I-,-,� r,-- IS NETRIC VIEW DETAIL A !-. `L_w �" ,..t _ 5 N'270"1 PA HL }. 1 OR A� ..: ROUNDED CDRN£R C ENDS OF PANEL'S. I1 1., EN UP W HEMMED EDGE. . (N.TS) L.. -.., " ' sAs� » 25 }Lyw��� } ' 3.750' O72• i 2 I ,--I 067 (T .) IUI.,t • ( KEY HOLE WASHER 3105-H754 ALUM. ALLOY r__."w.""�R�r. EDGE bF PANFl (�8 KEY HOLE AT PANEL dd9lliffa --.7m•I ! 2 I24' - ,750"'»- f _._T .SEE SHEET 6 FOR ADDtTtOiK .873' uuRAA7Ms SLEEVE LEiNaIH S 1 ;'. 'L .p97` _ SLEEVE 2 t l8" I` ,.zga' I--- "L5 MAXI LENGTTHH -•• r-(11YP) F 1,. t wnGn STBUCTLRi6. I OWV YAM FOR AIAitDNS TNTO R..12A-> ---- . T733' 2 548 --� � 2.000'--- .)O' t..118" L) t25" 2,OD0" A txa� j 3790" "H" 1.050 e "U" I I 1.750' 250' Q REV. HEADER HEADER P ® ----.7• MIN. TO 5• Maz. � L-, j (TYPJ MAX. BQi SLEEVE * Q �� 1 1 "J" TRACK i� j7 PANEL HANGER .374 r„._,� _...._.( 371 ,658" ---3-000' eaal-Ta 10*y .384 i--'._.,__ 1Lj0' 1-'-'-- :n82' E r- .470' "_,275' -�._ MW, r- I -� WHUtnrN{R oa`"`+,t� A il(t ^�`.,�Q4' cEa r.0 a V' s' •':` No. 44167 (USE ONLY �S SYSTEM) i FLORIDA (,j_'j f4" WiDEI FOR E-Z HANG STORM PANEL 6063-T5 ALUM. ALLOY BUILDING CODE Hon High VelocityHurricane Zone 1.671' y-T-- 2000• A 9 Y, 1.125' _ J .25bt- t.opo + '123, � . ,. W. a s�9+ MIN_ y -A- �• I.2at' IL - 050 _ _ •o'. STATE OFN - "'M M 24 GAGE GALVANIZED STEEL STORM PANEL F.P. W. / ---2.000 --._i (FIN'.)` SEE SECTIONS - - _ L% .204• :moo"'• 4L` : 'ty Q`-f rjA. � IL ECOI«�. GLOBAL PROTECTION PRODUCTS, LLC. °'I tiro. N,E ,mo Se. 61 ITAIDET M 14 20-175 r 13y-DOT « F" 14 BuiLD-our E"' TRACK 15 & S� wwAASHERED wINGNUT 1,at+AAtaa. , 0%30,�-1 w.w�.ct �sxfc • A .UA P1,aNr:. LW54)9 7nTDAM F= 79AW-S167 wI A,r rxr stW,r eaH WAWN9 we: #M1IJ\ ANGLE (2AMAC 3 ALLOY) P.E GA7E.t�GA9mWiJ°l.t �� SARI a ar itl INSTALLATION DETAILS FOR REGULAR PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS -SEE SCHEDULE ON EXISTING POURED CONCRETE - (SEE SCHEDULE ON EXISTING POURED CO(CREjE i SHEETS 9 THROUGH 10) OR CONCRETE BLOCK .-, SHEETS 9 THROUGH ION OR CONCRETE BLOCK REQU9iED. ,I j REQUIRED. Y T£RNATE LEG EXtSnNG POURED E'D. LOCATION CONCRETE ANCHORS C01W:RE(E REHW ff •` (SEE SCHEDULE tkt SHEETS 9 THROUGH 1 •--' 2 r i� r __ -'' '�°R t/2, i �� 1 �♦ 4MinNW�.1t � i r-zO-^.-[o�,.i.;.._in Wx TrWASHot N I t/4. 7 i 1 4' / i !/.•-A,• ss Ms r/ Nn w1(. MAX. L_- � 1 �_ -T CONCRETE ANCHORS a ,2 ,/z O.C. ---� (SEE SCHEDULE ONI/N' 1 1 I SNEEIS 9 THROUGH 10)i� , -U THY-2osi• -_-T f.�. � � 1:11`. (1" A I : E� P t �` ' .% I PANEL LENGTH •N-D ® 1 1 } E. R E 'l' ( ON (SEE SHEET 3 - i A 1 - _._)l4.4_2mt' 'fJy/ / ` i ... i I. I SEPARATION 1 ..-Cl) 7sCH�E6Ui� i TO GIAis. 1_ .__... j{�',' _ A�LI, yA ON SHEETS p.._ 1 :..-. tiw,N Taws-6) n: ON TO MASS. I r/+Y-Mok 2wt' 1 (`-Ei SCHEDULE I H 2h,' 9 & IC ® -.1 .._ _ 1' Hen. -.; (SEE SCtimUiE ON - 1 _ ss. IIOus n _ t ON SfHEE7 3) 1 /' .._A5 , .2 W , SPACER . -(adE ru IYeFL 'L Moz. I ::�.-_ F __ -. - (uc UOR cartel ' i - _.__... _D PANEL LENGTH I SHEET 1 ! ____ _ ,-- _ _- 1____ _ _1 (SEE SCHEDULE f--. --. _...__d`-`A UNG,PI orb( 7-ai PANEL LENGTH I .1 LDaN TA9R 7-aT -. _- Y- ON s SET 3) i . { i-N o�iE SKEET 3}a�"i U -'q TO GtA55. I 1 I _T N{SEE SCHEDULE. I 1 ON SHEET 3) I OF -L I �,:� OF 'L" I I : p(4)__-,,,.d-- -- MAX. %*`/ �: / Aux. f ';rr' I 50x I 1 r 1 ,@ I I E," SPACER _ I OF X @ 12 1,/2^ O.C. L E.P.1 _._ _ _ �_.1___.- (I 'LENGTH � MAX. I t _ w>e 4 ,/.' O.c. I , CONCRETE ANCHORS .. CONCRETE ANCHORS EXISTING PO �\ �� �, \ I (SEE SCHEDULE ON L_� (SEE SCHEDULE ON / _�._ _.___i j H 1 9 THROUGH 10) I 2 i 8" LONG MAX ALUMINUM CONCRETE a tip` �`:�,., EDGE OF WALL OR SLAB SHEETS 9 THROUGH o) ,f SHEETS ) g / DERIDED r r--- �� AT, CONDITION) % f SPACERS 0 8 i 4' Q.C. VALID FOR , ;1J4' \�� ING POURED CONCRETE - AEI. DESIGN _ONO PANEL ONCREfE LENGTHS 3 �\\ \ POURED C i DEN ,�,_ \`. OR CON CONCRETE ANCHOR S ,' i � REQUIRED. � . SI'OUK {SEE SCHEDULE ON REGUDRFA. I" MATS. LONG ALUMINUM SPACERS O (sEE TABLE 01 ON S SHEETS 9 THROUGH 10)-�'-E.D:----•% ,,/^ 94EM 40,/C. 1 911UH0 MOUNTING Aim BUILD -As WALL DIRE& T�SP�CS0.OR6DIR��OUNT�SPAC�S0OR-6 SCALE 3/8-1- SCALE 3/8-1" ��SE{'iT�N - xuE 3/e-I' ,�'_1`O�LP`A Tkj;n*, ... �/j"YIN yTr _`�rC ' 2 MT s 1ti \ GUNS, %, y FLORIDA BUILDING CODE (Non High VoWWcIty HUT cant, Zone emizo M 91C. rW Lem, - o. 44167 - 24 GAGE GALVANIZED STEEL STORM PANEL = aa/N NED ED. - EDGE DISTANCE NOTE FOR COMBINATION OF SEL"LIDNS: -$, STATE O • * �� �:: GLOBAL PROTECTION PRODUCTS, LLC, 07/17/2020 �. =L (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE : _ - RCORLUp',,•.- - -- n NIL ECO1NowP ,McG&..61Stra� '+. DAVIE n• U31 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY Cc •....... f as ata W. r.. MI ,WrM AWRP4 rt J71m 20-t 75 •• •'-r? Mw : PAn V1-ir4p . rr , }IAn p,_,A,x PNOK: (9Mj6e9-75.1 4A%: (W64)M-L79r INSTALLATION. /E •-IA w�..r.. DRAWND e N, .a. .wn.e.,.. War trar.e w Rrf1Iuow% .NW.ANJIWJOATT CA-0ma719 . K5 eT-w n i 1rLTER A iwT Jr., P,E. 611EER 5 N Td INSTALLATION DETAILS FOR SE IES 2009 & 1000 EZ HANG STORM PANEL INTO EXISTING WOOD STRUCTURES 1/4.4 LAG SCREWS a 6' O.C. W/ 1/2^ Inn. THREADED PENETRATION T/4'. LAG SCREWS a 5. O.0 W/ TO COSTING WOOD HEADER, f.rJ 2I(SGIEMMM t/4'A LAG sum a 8' O,C. " 1 i 1/2` WA THREADED POETPATION MT on OFt EDGE 1 1EXI IN tt9w Ti PENETItADON , _ TO EXI ING WOOD HEADER, ro E%6ONO W0M (WADER. HEADER F 4. CP"L $ t- SY.S. / y 6 EA END t '{,)4 �1 ( `I 1 {"s-zGw3 {' w / t 4 Cmd. is{Tr' s.M..s. /1 l OF 6 CnM,. W/ 7J6i}r .SANG EA. END Q HUT O 1a 5. I j '.L��'�l ' )t - t 4'4 4 Cud. I4x1' sus- " f LAC SCREWS § i CO.0G. WJ $ •"if cSO / 1//4'e- jj#"fR1155 . a . END or 1 2" AKn. IOREADED RRZfETMr1pP1 [/5''t # r • h1ElN1 MWJ 7 ^M.3J3a' OctSRNG WOOD i#FN'ER. �� �}1 r Y 1/a / JOF IDETAIL 1nIM MI. EVERY} RIP.)0 / . ' L IA t I�°:, I { DErAa va. e ii + i 3/i8' Hum. P� RMY 4 CaH. $14xi` S.N:S. , 1 -'`s L ND- -I try, cc ENTRY 11) • Fa END OF Q S.. 7 ca,N. IREQU7RER , {OETMIIE. Nk i 1 molt 9 I r__ _.__.,_.__,-.. 1 1, m REQUIRED JJ JJ / gg' 1 4'0tLSr � ' 5 I i _ 2 9/16' MITI - SEPARATION ! 2 9 tB' MN,.. tS Mi..S,•Wzax,J/#' Se�ARATwN f ,Js"r-za.3//{• TD GUSIL iIi 0.5, 3 2' 7//a'e.a/ _ T4 GLASS. 1 MS Wl7/a L/32' I IWNG W'o w' 12' .c. I WING 1NFUUT7 .EVEN' OVERLAP .,. 12' ON ' 1 2 71C VWI. I EVERY OlEAtM I 1 __i__ .___ `x 1/4'P-a9z3/{ - W C7A49. t/{•°_24.3/#" LEI -, 1 2 I 1 SCREW 1V tijg' y B/,6' Mih. BX 3Jw I •• J3� SEPAR4T7N1 WING MITT O I WWO tIR Of I o-rT TO GRASS. , EVERY OVERLAP . _ EVERY OVERLAP AR 1 i± i I i I -- it C M F 4 k R 4 4 1 I # a . 1 1 + +d +" I �,.,4 ; i�i'fi- f#^°M,g, I N p Gbrtl .% -,. - _' ii i -I p I _- `yG/ I T1/ T/ ix3/32 1 J 3 I i9 RfMG -+- I"'� t ,0„ / i t I I e 2 O.0 V. i _. t 'I=..I U 7 4'I,- 4" W 'F 144 'W PANELMATE FEMME b 8 I tI MI6`- 34 N PAHE3MME PLUS W t a 2 ul/ Cud j ' T { ♦-- {' '`. 7/B' Mn IN12 1/E2 ti` J }g^ py2 I t^ : NOTE 1A BELaW) PENI;TMTIrA,tC i2 1/2- 0.c, ._11 -) w l ,. �... I� i._ 1- yp, L., NVT 0R t 4"W-20a3a. t Y/4 a SCREAB 8" O.G. w , I L 44G a W. Ca)) Y.4' I R/4"4- Ni''�� 6. W// ¢I 1.23E 1'FRtA yw�1 (SEE .. I 1 t//22`" Mtn, URWED PON a WOQO MATE REOUIRm ypg` ,��--+ .NUT I -1 k M7 NONE 1A EMLQw) j` 19pRWM OF PkAi AT SMIIS amD OR 7 `^�..J OR i �;°o- I+x M OR EOO ON E 1I `M3 ! I $ • 1 {'i-2Dzb 4` MS. W P 3a'" (( ti-70 PAINEDUTE PLUS W yrA, iIIAA€RfW� NOTE FA GROW h ''. / LTA / ) i I) � NUT �t2" ,5- t 7 • Kt. P6NEOtA7wN a 12/e �I � I �,.I t0O0 1 ,/4'4 LAG SCREWS o G G.G w/ ,/4•P LAB SCREWS a It idn. C+')-?'z4' / f '-2" Mi_n, l tIY 19n. THREADED P1:.NEtRATKW9 Mln. {2) a'x{` r 1/2• Mht 7HREADLB PEHETRAIIW TE RfOUYtFD 1 a 4DWw1N PATE WALLMaw ,. WD00 PATE REGLR�D ALTERNATIVE 2"'w MT DR ON EDGE _ I t. MM. 2-W WOOD MT GA ON EGGS SCALE 1/{':i , .I PLATE RFaIARED PLAT "W 9LIFABNATNE 1 BUNTING SCALE 1/4•.1• S, - AAAAALTERNA 4"W I. INSTAWATGNS ARE ONLY VALID FOR BUILDNGS WITH ASO. DESKW LOADS 91 UP TO +Imo. -76.3 PIT An Rwws LENGn4 UP TO V-10'- a �Yyt;7171H. RN4 31 ER WE 5. SCREE 1/4"- I' Tjy 2- FOR NEW WOOD FRAME CONSIRUCIII WOW MEMBERS TO 9E SOUD(ERN 8 - �A wyf� IT SCAB 1/4--l- N9. 4 PNE 2, W/ SPECIFIC FNEINSfrY DF OSi OR EOWL i - a ' %\CEO e '-` ' " - FLORIDA BUILDING CODE (High Vela°( HL, Gone Zone '-�' No. a2o2o tWTEm, a1C = * ." * ' SEE SPF'.CrICA MIND REQUNENEnS FOR E6 OP BAR Gi A T[M AS 20 CAM GALVANIZED STEEL STOW PANEL HAVE ar: U(5� WELL A9 PANEL COIUEC,IDN To TRACKS °RS�jj AT m .BASED ONMOOIp /tEs[Afx S IBM OR 2Qm saraLTATaN TYPE O! 31EET 2S. RtT/1A✓FD' STA OF GLOBAL PROTECTION PRODUCTS, LLC. °'/M�0t0 Op' 1 L E C O A«t. xD,F rtNT utM9�FUTWrN eW erelvlA,c ALT KATM MjP EA ER WClOO hW^-,-,;..F/O \ / 4R0 S.W. 51 6iPEET .._ . .L ,/ �2ii'E�'i 0 ,A ENGINEEMNO COW D.C. FL JXK. Mh1b I /M•A ♦ C,t1NDtT ON A'. ANC .,,, 'TIt?N l� I.W area . Mir, NBAW, ,'tggpA, N J11Y PNp{, ao- 176 ADP a BOTTOM! >RIXrVTN0.5 CAN eE COMBINED NAVY -�. ♦♦♦ % � _ (0.5..)6�-7J46, FAY: (964-6797 till L Ar AN : aI67 sN.,axi. rm., 4A-tA1, WAY TO SUIT ANY AWALU{TION. SONS: 1/4" 9" y♦III 1Hl }H =6719 rx- Am:nw t,W OKMIAIG NED f NOTE: SHUTTER TRACKS NDT m.%*w OCR. CLARTr P'E' SFAfMORATOWE/IAC WATER A 7AaI1 JF.. SHOT III w .'f... +. AI• iMs: r 4A :AI K4AL:� !L ,ie4, . •.r : t 1 • 4 IT. . _ .4. 61 m •T<' iI .I� • 1 © Ca 1. MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) 0 MAXIMUM A.S.D. DESIGN PRESSURE RATING lo.e.F.) (+ or -) CONCRETE & WOOD LIMAItATKINS t L+ L- 20.a 12'-a• 11•-0' 2'.40 12'-0' 1t *-a' 30.0 W-Jr, 10"', ,Mo r `-la a 1,1. 4" W-1 9-4' ,Mo 9'-6' 9 4' 500 a'-1" 8'4, iiO 8'-7- e•-4r Sao 8'-3' T 7' 55.0 a' -a* 7'-4" 70,0 7• a' r-0' 1110 7'-3• 61-10" 80.0 r-z' 6'-7- a6,o 7'-0' I a=6' 80.0 61-8' 6•-2, no 6'-9• 81-o' I00.0 I'--,-5-11' I. b'-.T' 3'-S, 110.0 - 6•-r tt9.8 5=5` MAXIMUM PANEL LENGTH 'L+" OR 'L-" (it.) 0 MAIM" AS.D. DESIGN PRESSURE RATING (W.) (+ W -) CONCRETE & WOOD NSTAUATGNS f - ` 20.0 14'-4' 1 13=0• 25.0 W-10' 1 lf' 7- JAa IV-4, 10^-r 3a.a 10'-10" 9-9- 4OO 91-61 8-21 45.0 9•-1` 8'-J- 50.0 8'-7• a^ -a' Es Os 6'-.r• !.± �.a 8•-o' Y-S' Mo 7'-81 7'-2' 7AO 7'-S' V-11 • mo 7•-2' a=8" #L.O... S'-r 8'-(' QTO 617, 5-10" 10R0 V-3' 3•-71 70..E 6'-3' 31-4' 71010 - 9•-I' 115.0 - 4-10' 119.E 4'-B' MINIMUM SEPARATION 10 GLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED 4 170 tn.p.h WIND SPEED > 170 -p.b On) UNRIMRANED RSTRAtNm UNRESTRAINED RESTRAINED 3D OR LESS I' 1• 61 6 1/4• >33 TO 90 i' 1' 7 t/2- 7 1/2- >90 TO I- I. I. 7 i/2 7 1/2• >74s ro t r 1 - .A.- t t'A,f.TME tT % ML! A ^nrr:AI MInI1►rrIu1% MAMnITInTj. TOP Borm� 8QT'TOM DIRECT MOUNT 'h• U' HEADER HEADER I.n'UD'S" _ ANGLE 'r TRACK W OUILDrNACN = - I DIRECT MOUNT 46' 1 32' 32" 35" Sw So. 1. 4 1.5"XI.S' STUD ANGLE 35' 1 32' 32' 32" 42" So. 1. 3 "F' TRACK 66' 32• 1. 42 67" 60" So' 1 BUILO-CRIT -r CLOSURTRACK ANGLE ES W 32• 32 3w 1. 56" 58" 1 BIAID- 50' 32' 32•... Se BO' 5.16" 55" til° cT Or L D.M.,d, ©QT *: 2/4 3' MAX ANCHORS (SEE SCHEDULE ON -I• MIN. -- SHEETS 9. 10 Ail) -_.- 6 o I'T-1--!-i r--1--1-r--r-T-�-r-r-r MIN. AS /4 3/4, 4/5, 5/5 & 6/5 W/6, 2W/6, 3W/7 3: 4W/7 0 V r - -r-r r-z-1 -1= r -T BOLTED PANELS~W/ K.S. M.S. BOLT W (SEE SECTIONS AS I 2f4 3 1� 1 /4 3/4 4/5, 5/5 3 tW/$ 2W/6, 3W/7 & ANCHORS (SEESCHEDULE ON SHEETS 9. 10 &II)-- GULARM PAS L ELEVATION _-..2.687'-. -.._.- N.T.S. 0(1) Li: MAGNUM ALLOWABLE PANE. LU47H FOR A GIVEN POSITIVE AAA DESIGN LOAD, L-: MAX. ALLOWABLE PANED. UNOTH FOR A GIVEN NEGATIVE ASO, OEM LOAD. (2) PROCEDURE M DETERMINE MAXIMUM PANE. LOOK GIVEN A POSIRYE AS.D. DESIGN LOAD. DETERMINE MUIWIM PANEL L04TH'L+' FROM S;f£pAE GNEN A NEGATIVE ISO. DESIGN LOAD, DETERMINE MAMMUM Mthl LENGTH 'L-' FROM SCHEDULE. FINAL KAM M ALLOWABLE PANEL LENGTH ,s DEW_ TO THE MMIM DETER1AW@ PANEL LENGTH BETWEEN 'L+• AND is-'. (3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY *UNIFICATION. 1' NBTAL r-,om Woo WORD ARE LIMBED TO s 95 ,a.1, MAX. A.S.D. DESIGN PRESSURE RATING 44167 z �1O TX?= M. # * _ ,r TE OF _ _ I I�c. EON i' OVERLAP i I/4• Mox. GAP 24 GAGE GALVANIZED STEEL STORM PANEL FA Wanks .ORAL PROTECTION PRODUCTS, LLC. °' ' OAR E- i, 4600 Yr. 51 STREET 20-175 1 DOH, n. -:S., tM fA,C (96I„64-s7M7 f4fpl,Ec (as•)m INTO WOOD STRUCTURES j`yf1 'lit _� _ _ _ �1, 1 i, t t ♦ I I WOOD ANCHORS III TO GLASS. --- I I lI �EE SCHEDLIE ON � {� ,. ----(SEE SCHEDULE 1 /{ A ffiY " I{1 . i SHEET itj w,' I .._._� �%-t�X,EAs BEETS I ON SHEET 3) I S.S. _ o.9wiPBOL" I '._ ' •` t : I. 11 / -'J ijj - ? • 4 }/4 QC. L... -.. _1 (Li, FIR iW+R I / °' .W.%£R T"B7P. jI '� f /, if / 4I . 'L' K, _ .....___'__.._....,_._.., EXISR i .- N'G"1 % ,,i r 2 WOOD ANCHORS " I I i ANEL IiNSFTH WOOD HEADER. �. j' 'y y GtA55 1 I ,+ ,r REWIRED \, (( 1 I ` I ''/4. (SEE SCHEDULE ON I y \ '_ T 1 r- ON SHEETHID FOR SHEET 11) OI SPACER 1�A , _11/2' IAA%. ` OI SPACER x' A f ' I I T I (FNcni 1 I ��{ i /I- I,I----`..-"--1 WOOD HEADE 1' 1I I it _ _ ' J 't l HA1T1. 1 (�ii i REQUIRED 1 / 2 Ai .. i EO { \ .� _ -_-__ 1 1 I _ I I �-' L t _�L-_-A I >� LAI I { 1 S I R # ,' MA7t, LONG AltlMNNUM SPACERS W 12 1/2" ,1 I } ` �I. O.C. (SEE TABLE #1 ON SHEET 11.) ! ,�-,, �� �! SEE NOTE - BELOW FOR LIMITATIONS FOR 1 Alin: j C `4 ( ,_,1 q ,. I 1 SEPARATION ( \.'.,' .0 'L' MAX. 1 1 1/2' LONG SLEEVES, Ilf 1 I A._.. i0 GLASS. I PANEL LENGTH 1 E PANEL LENGTLi "S ' C ! 1 t I I ( E SCHEDULE L (SEE SCHEDULE 1 .. I (SON SKEEEE TULE I 3) <.. =.. s I I �?..._�..PANEl RITE FFAfAlE: 10 OR PANEL MATE t ON SHEET 3 1 ON SHEET 3) 1- L_.._. 1 1 PLUS 413HEDULE ON SHEET 11) 1 t/4'.-29.P } - - .., ry..,_____ _ 1.___ I � iI I' (SEE ( -_.�_0 . ., .N ___ ss. ipLT3 w i It r -i A a wP. ' 1--- - 1 n/ r - .= }TXI r NG I 5lPApATHXN I 11 2'z4' WOOD --A V FXISRI,7G� t u3mH OtEW .4) GIXLIAS�S 1-1 SEE SCHEO. I PLATE REQUIRED - - r1QN GLA> i 1 § SHEET 3) ' DIRECT MOUNT WJ SPACER i�-_�_ 1 ALTERNATIVE 2�YY' -^; I�- SCALE 3/8-1" ( j ' t Y` SEE TABLE #1 ON SHEET it FOR MAX. PANEL LENGTHS & SOx ! /I 0 12 1/2" D.C.i __,:. MAX, A.S,O DESIGN LOAM FOR THIS INSTALLATION.. f O� ; EQ``• _ I I -B �;., O 12 I/2• C.C.i EQ 11; ) ! yy __ I 4- , WOOD ANCHORS T T : sl LSTUD 1 _ _..__.�. 3.-1 I E.11 SC1iEWJlE 4N sI'ACEW 9A K4Y 1 1/2' tAkO r " 1 } i7' !I 4 , CIF- S j1 L SHEET t 1) (1) NSWU MION M UMM M A pH STORY MALUM WITH 15-C 7 (INS 'x4' W i Klti MFAP DOG HOW 6 A pAg R CROF FROM ANY 2 TiOG ! c� I I I PUTS REOUtRL1' '�` WDOO ANCHORS II 1 , BINFiN9H@p/ldNRlNRY LwprAtFD ON rk 77). I 1 11 ( ,` NAA WARAWN( TO .LASS It pCr.TW I !j _. ...s;; - : 2"N4" WOOD pi ., ',, ... 57A0GERE0 WJ STUD i ) ° µ ON SN€ET 3 WM aE REDIRa1 7a i 4" A9 ._.". ; 7'. u , , -jUTE REQUIRED W�4lN-Ai 6 , 0.0.OA i j (S-E SCHEDULE ON S A6 THE FOLLp«NC COND MITE - . I/--- - pAy RitlSj 61w1 6E #}I I 1 .. `l { I ) I SHEET 11) ' (LAWS W AAWTRICTION FROM la 1/2" O.C, g10N0 AUAWFD ON i i i 1 SHEET A} � PRoGiRm � L) RAA mommum � � W.L (3) AM. 24 GAGE PANEL LENGTH i6 LIMITED 10 W 9 ANY OPENING I i i j , � wrotR � �cns wnwrn ar _ �_, V , w9ML. O) STORM LOWN a WAL�Q����1B T�� low 11)" TV ���� WALL N17NG L37 s1aeL FswEl XmTAL+AGmrN 19 ONLY �i 7ERNATIVE 2w (4) fIn' 7 INSTALLATIONaGamtX ; � IA INDICATED ON "a GUY SCALE 3/>�, Net AL�FIATkY,� 1 W WO AN MOM WOOD MIME WALL i VALID FOR WYb ZONES 1. It 3 AS IIFVERREP Ire ARSW SCALE 3j8e'1" (4) INSTALLATION MAD OKY FM LNG I EI xzw IM SIANDMID AVD THE 294E (1M EOTNi)I) OF THE FLORIDA Dom ZONES 1. 2 A J PER ASM E j IM-6a, NHNINAl11yh � E1t A i/(�ij�4r,� s: ati'• aea em:'�. P A%D FLORIDA BUILDING CODE Non High Vslaet Hurricane Zone), S Y VALID FOR MAX a - i. INSTALLATION ARE ONLY R S D. Izam Loma. NRG. F.P. x` NOTE FOR COMBINATION OF SECTIOINS: NO. - � 24 GAGE GALVANIZED STEEL STORM PANEL *4167 * DESIGN PRESSURE RATING (p.s.i) AND PANEL LENGTHS DRAWp �, *: TOP & B(JTTOM MOUNTINGS CAN BE AS PER SCHEOL)Li5 ON SHEET 3 (EXCEPT FOR e7/n/xm COMBINED tN ANY WAY TO SUIT ANY ALTERNATE 2W') P:, STATE OP,�1 L�NC. GLOBAL PROTECTION PRODUCTS, LLC.BtB�INSTALLATION. P .• Ar( 4m0 s.W. 6, sTRLxr2. FOR NEW WOOD FRAME CONSFRUCTiON: W000 ?y ORIQ Ax. Or/. 2"w F atra TT-T • FL33TR20-175 �4� � � MEMBERS TO BE SO(TI'HERN PINE No 2, W/ SPECIFIC 4y iS'/':. x..•'i,..., 12Ns m-1vA.a.=poN OW4.9 n,Ha FAz: paa -ms7 - r� DENSITY OF 0.55 OR EQUAL. 41g FIRdI TUAE/DA7E C4-mGB71N " WALFFR A TIL3r 4r., P.E. , iY-r4i m 6NEE7 6 Of I. 44t GENERAL_ NOTES rNLLn Rte lAr 14r SARF7Y ! E 2�NWa +- (C) TO 1:x-- WODD (A(W SPECGNC Ga&)aDS B - 055 MIN.)• ,. STORM PANEL SHOWN ON THIS PRODUCT EVALWTRON DOCUMEM (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4'e TAPCON ANCHORS. AS MANUFACTURED BY LT.W. BUILDER, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - J14-10 PANELMAtE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY LICE CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES MIAMI-OADE BROWA2D COUN TIES . ( / ) - 7/4'M LAG SCREWS PER N.D.S. DESIGN RA :(SIRS SIW.T. BE DETERMINED A6 PER SECTION OF THE A WIND MENTIONED COOS. FOR BASIC - 7/t6"p z 5/8• WOOD BUSHING, AS DISTRIBUTED BY ALL, POINT SCREW, BOLT ✓X SPECIALTY CO. P 1 FOR h D NALitY FACTOR S EL STALE SPEED AS R JURS'i6'fitR3N WHERE STORM PANEL WILL � INSTALLED. AND 9HEK'i1O REQUIRED BY THE KD" 7-16 AN NO EXCEED THE MAXIMUM AS.D. DESIGN PRESSURE RATINGS INDICATED ON SHEETS P 0.85 W USING D SHALL EIS M C. MINIMUM .READ INTO WOOD OF ON ANCHORS B€ 1 1 4" AND 2' FOR ELCO AN LMATE PLUS ASCE ( ) }) THREADED PENETRATION APC SHALL / E ' 3 O " 12 E1 17 18. ANQ PAN FEMALE 11 ELRAdE IN ORDER TO VERNRY THE ABOVE CONg1NON, ULTIMATE DESIGN WIND LOAQ5' DETERMINED PER A5OE 7-16 SiiN.{. BE FIRST REDUCED TO ASM.:DESIGN PRESSURE RATING BY MULTIPLYING TNEM BY ILE IN ORDER TO COMPARE THESE W/ MAX. (A.5O:) C,2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED ER I S CONSIDERED TH P N, DES" PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL � AS PANT OF THE REQUIRED THREADED PENETRATION, IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT GVER STRESSED. A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN OETERM,RED W C.3) MINIMUM EDGE OSTAFNCE GF LAO SCREWS. IMO WOOD SHALL. BE AS INDICATED N THIS DRAWING ACCORDANCE WITH N.D.S. 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.12 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/5". 1/4" II-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUMTHE ABOVE MENTIONED CODE AS PER AMERICAN TEST lAS OF SOUTH FLORIDA REPORTS j01114.01-01 AND 00219.02-09, AS SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITHNO STUCCO - PER SSRO 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING. LAB SOUTH FLORIOA REPORT /112301-10 AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANE1,5, STUCCO OR WOOD BOARDS TE FOUND ON THE POSTING FLORIDA BUILDING GOOF. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACT THE MAIN STRUCTURE BEHIND SUCH PANELS. AS MENTIONED IN 1 aNCFHo1vDE sNw.R. � MEHM! c, ), 0.2) At D.4y 2. ALL ALUMINUM EXTRUSIONS TO LW 6D63-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED): SEE SHEET 2 (0) ANCHORS SHAD. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLY. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION OETALS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4, ALL STM. SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. AWN A-653 GRADE 80 MINIMUM, C-DO GALVANIZED THROUGH 5) EXCEPT THAT HE'AMRSQ) &() SHALL NOT BE USED - STEEL DESIGNATION W/PY- 92.2 ksi (AFTER ROLLED). 9_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO RE STAINLESS SLEET. 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARB% STEEL AS PER DW ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE- BLOCK OR WOOD FRAME BUILDINGS. 50D18 W/ SO kid YIELD STRENGTH AND 90 kv TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECT" 2411.3.3.4. 10. EM-4 REGULAR STORM PANEL WIN L€40KS OVER 90I AS PER SECTIONS 1. 2, 4, 5, 6 AND ALTERNATIVES iW, 3W h 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO C BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR AISI 304 SERIES ST44LESS STEEL, WITH 36 k3i MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PSTOODS OFHURRICANE WARNING. 7 ANCHORS TO S F- OWS: , T - WALL .HALL BE AS DILL 1 -. THE INSTALLATION CONTRACTOR t^S TO CALAK ALL SHUTTER COMPONENT EDGES WHICH RERAN W CONTINUOUS CONTACT WnH AILA SEAL/. THE BUILDING TO PREVENT WIR1fRAKN. INTRUSION. () TO E)(15TM p NC P W THIS AND ZONINGREGULATIONS - fl4'M TAF'CON ANCHORS AS MANUFACTURED BY I,T.w. 8UiL0EX. NO, {MIi1. i'c•3182 P,R,L) 12. STORM PAFiF3_ INSTALLATION SHILL COMPLYWITH SECS INDICATED S ORA.WING PLUS ANY BUti.OWG dONN . - TIC e x 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, - 1 ' AS DISTRIBUTED BY POINT SCREW, BOLT & SPECIALTY CO. ji R . 3/4' SOLN-SEA ANCHORS. A,1- S 73. (e) THIS PRODUCT EVALUATION GETiE_E. A+10 DOES NOT PROVIDE INFORMATION Mir.. fe= i. ( 300E µ9, ) ETH PREPARED BY THIS ENGINEER CT, L.. W R M FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONOLTKINS bttln7E FROM THE P.ED- - 074-70 PANELMATE FEMALE G & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4-0 ZAMAC HALIN ANCHORS• AS MANNUFACTURm BY OEWALT, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A,) MINIMUM EMBEDMENT OF TAPGON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2" FOR ELCO PANELMATE AND BASED ON THIS P.E.D. PROVIDED HE/SHE ODES NOT (DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILTY_ 1 3/4- FOR 7AMAC NAILN ANCHORS A2) CALK-W $ S01.P-SET ANCHORS $HALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE, NO EMBEDMENT INTO (4) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. 4` a- L MINIMUM SHOULD EXIST STUCCfL SHILL BE PERAN7TTF11. )f 24 SCREWS USED S,utl BeBE t '.:/? .DING SH STNJCCV (C) SITE SPECIFIC PROJECTS, SHALL 8E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS DR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD {EA.P=.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WDH WIND NUTS. PROPER USE OF THE P.E.D. ENttiNEER O ,RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGNEER, SK41L SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOQO BOARDS BE FOUND ON THE EXSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENDONEO IN A7) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT. (8) TO F: gMr MKRETE attM G_9p: 14. SHUTTER MANUFACTURER'S LABEL MALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM �ON"4„__WAt 1 4" a TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. Bt111DEX, RHO. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL PACED FOR EVERY ROMPING. LABELING TO COMPLY WITH BECKON 1709.9.3 OF THE - 1/4' W x 7/8" ANCHORS, AS MANUFACTURED BY DEWALT, INC. BUILDING CODE. CALK-INSO,ID-SET - 1/4'e X 3/4' ANCHORS, AS OISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY =FLORIDA - ¢14-10 PAHE1lAATE FEMALE A AND PANE,WTE PLUS ANCHORS, AS MANUFACTURED BY EL.CO CONSTRUCTION PpQlypMlltllfN/2FN P7 T/f - 1/4' a ZAAW NNLIN ANCHORS, AS MANUFACTURED BY DEWALT, INC, �A*'tY,', 8, I) MINIMUM EMBEDMENT OF IAPCON ANCHORS, ELCO PANF..LNATEG AND. TAA(AC NOUN ANCHOR, INTO ANE ' CENT `IN S ''•, BLOCK UNIT SHALL BE 1 t/4'. S S. FLORIDA BUILDING CODE (Non High Velocit Hu cone Zone - Tt1,, B.2) CALK -IN & SOUD-SEi ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK IT R NQ •TIyTp44 7 = 02940 mim PIG, 24 GAGE GALVANIZED STEEL STORM PANEL ONFR. IN: STUCCO SHALL BE PERMITTED_ 1f4- 0-20 SCREWS USED 5HALL BE 1 1/2" LONG MINIMUM SHOULD EXIST, ? q: AND 1' MINIMUM FOR WALLS WITH NO STUCCO.% STATE F IL E C O 1«c- GLOBAL PROTECTOOM PRODUCTS, LLC. 4'�D.1 B.3) IN CASE THAT PRECAST STOi�. OR PRECAST CONCRETE PANES, STUCCO OR WOOD BOARDS BE FOUN 77'' j�SF,A'CORI '� T�ihyy"trly°WA.,e0.,sO.eri --- AWD �t•"a331i' EXISTING WALL ANCHORS SHAL BE LONG ENOUGH TO REACH THE MAIN STRUG'NAE BEHIND SUCH PAN S'ii \ �* ✓ ♦,.. LEDs),n-IAn. r. ta4W a,-i,a PNpIE: f�41! -fl+4 eAx {W4)�-a191 20-175 `ru w we +n. w eewAr w , rs: ANCHORAGE SNAL BE h5 MENTIONED IN 8.7j AND W B.2). ,yAAAsT,,H A, N 1 PE, giN/G*%vLw,A AE Wu PE �. n_,a INSTALLAT1.t] INTO POURED DETAILS CONCRETE QR FOR REGULAR PANEL(!) CONCRETE BLOCK STRUCTURES __MISTING POURED CONCRETE __,-,�OSTWG POURED CONCRETE OR CONCRETE BLOC( OR CONLWETE BULK !` REQUIRED. � / REOUIREO. CtlNCY(. E ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH 10) -- 2 CONCRETE ANCHORS (SEE SC(EDDE ON- SHEETS 9 THROUGH 10) 1 � EXISTRNO POURED CONCRETE OR + I "j R I i CREQU4NUIRE BtO,� %ii 4d#'Y-9m,t' {- r 7I2" 1/4- f i 1j2` }1/4' j_j'�?i .-iAS.. * N4/rO.C. CONCRETE ANCHORS '/r __.._ __i f1 S .__-__e__-,-I I �F_ (SEE SCHEDULE ON .. (y, �.-� I ED- T E)). I SHEETS 9 THROUGH 10 i i I %� 1 %� i I i 1 i ) I } ( B I i I _ VIC ,v F-w"�" MI '_..T s eaT9 w A TO GLAti" WAMTM f i tleE Apt AWn L-- ...".. / i (WI, aIR In - EXI3DNG i (SEE "L• NMz, ➢-SEPAMTION 'I TO GLASS. 'A SGHEDU / ! gem 1 I RISE F9a nvei 1 MNRN am Y-n ETD, t .°r 1` I 3 --I.. ._.. ---_. --- SHEET Gj.ASS"'-'y DN SHEEP 3) PANED. LEN01H A(SIE p ON SHUT 3) ..' I....___. T -. _} ; I i ` (SEE SCHEDULE p I ON 1 "L' Y9x. I' jo. t T S CLASS. TO 1 f I ON SHEET 3) CONCRETE ANCHORS,_ I--_--- _ A..-, - .-� D lt-_ _-...___-,1- . _ .-,,�_ 1 PANEL LENGTH -4 SCHEDULE i PANEL LENGTH {#E SCIEDUIE I (SEE SCHEDULE .I_.._ 1 ON SH 3) (SEE SCHEDULE ON 1 I '..�. � 1 ON SHEET 3} ON SHEET 3) SHEETS 9 THROUGH I i 1 i I I I i SQ% i OF 'L• •. f ff. i MAX EX>S'DS l GLASS R 1 ' I sax i FUOSnNG I I GIA55-j f h `{ �'._ I. 141,W-2AmreerQ - 1..: i OF V _ , 1 E`b,fr 001.1s I j 11 MAX i ,r,' 11 I ( ! � t/2'--._..._........_.._....3...._ ._...1 i EXISTING POO; ! , : -'--. - i f ! h,-f"-'- ,13X L- I $ ORRER 1 O 12 1/2" OC.' i APPLICABL.E)! f i ^i-� t/4'n' 1MX WAWSW rEu l(r M1�t tus SLRFiN GR I/H•-b�1• SS. WS W/ FRR BLOCK REQUIRED. i I CONCRETE ANCHORS I (SEE SCHEDULE ON �_• //. J _ J .-'EO-___O•^ F - -_ 17 1 AG r __. ___Ar___J 5MEE75 H THROUGH 10)f 1" Min. 1+ µTERNATE LEG LOCATION <_. -{�{ } W/ I ONLY WHEN SOLD SET & CAN.K-IN ANCHORS EXISTING REET CONCRETE USED ` - PARE ANELMATES ANC71ED COICPRETGUBLOCK ALTERNATE CONCRETES II L,,, pDSTAG POURED cmft tE ANCHORS _£NR GDNCR£TE AWCNORS ARE USED, REOU�• CONCRETE DLOCK REOUIRFA, g AQg€RED Wj STUB (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILD -OUT MOUNTING SECTION 1 SCALE 3Ja-7' WALL. TiON 2Ct SCALE 3/5-1" WALL MQUN MOUNT SCALE 3/8-l' t�'agy� '¢�A..../'. .•'• FLORIDA BUILDING. CODE (Non High Velocity Hurr[aane Zone NOTE FOR COMBINATION OF SECTIONS: ED, =EDGE SCHEDULE (SEE SCHEDULE ON TIN' &BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY 0.44167 . c =*: _ ' * E * _ ? •o'• STATE OF i'O'•. F P .- Nf - - F toRID F '" \ % Zi> C0�4 mtg0 We 24 GAGE GALVANIZED STEEL STORM PANEL - 1 L�,c� GLOBAL PROTECTION PRODUCTS, U.C. n - TESTING a ENpaeE - caMPAw 4m5 S,K fit slow a . MW. r_ M bL 4weas. HL AMr • Vt- 3vu 'Pw 'IxoxoI � a7/n/mm mm. 20-175 INSTALLATION, ♦ /O•„ ,.,.", : RWo m�-16M . m_+17+ P..w_ (A5IIeW-'N0. FAn (964)NW-eTsi ra r - Av r r'a ,a ,WA„r,r , WAWA ft - ♦A I rIrNMN 1 TpW/MTE CM9066719 WATER A TILUT ii 7 WP rf-Ia ` ,SHEET 4 or to _ STA�,LATiON DETAILS FOR. REGULAR PANEL ..(,INTO WOOD INSTAL T {'� ' + d 1 I ALTERNATE LEG - 4%3' (Min.) EX+S71FNG WOO I t- r�T� BEAM REQUIRED. $DRUG -•-f : l/ ` , �, is .- r/� ADEQUACY OF EXISTING WOOD % . BEAM TO BE CERTIFIED By EDj, i ! / REGISTERED) ENGINEER DR -f ,, ARCHITECT PRIOR TO SHUTTER ♦ ,r � s *C INSTALLATION. f A _ WOOD ANCHORS ALTERNATE WOOD ANCHI� t� � 9 1' Ain. f i I {4BinrM wmm SCHEDULE ON `?. I OR / 1 y (SEE SONE0IRE ON (SEE I '. + -!.. 1M >1 - / SHEET 1i) I CEO r.^11 wI % SHEET I1) tan f F 1� I/2 I to 4' 2wl•o W_5, I TAU. WOOD HEAO€R t•, i �, / Ij '•. i/2' ___._I .�""'-'--'�1 REQUIRED r` L t/4Y-gnt• IXLS7tAY) 1 1 / y+t0.mmLTs1 GU85` (WWD ANCHOR !' 2 - 1 I W e 4 1I4^ G.c. i _ �\i I SHEET 11SEEEDULE bN r j �1 M&I i ! I �, / •I ! . now _ i41 { "; 1 -.AIs I i E 1 SCHGLASSEDULE ( +r4'P-2w,• ! j k t ON SHEET 3) S_..__ s.S Mp.T9 a 1 #Gn. SEPARATION TO LASS. ) :. f __ L_,_ rL.__. ..AIM i/4'w-aBn• "L" ATAL -- I CSEE SCHEDLU ON SHEET 3) I _�Il..-._-'.�'T"_" i I— J .,. t PANEL LENGTH �.__ 4 % L TRAIN •L" MAX i -- -. ,. _:__ - --- r (ALg�rat° MEL (sEE SCHEDULE ._. -_ -_'I PANEL LENGTH r j' LLo, P aNR 1'-Ci ON SHEET UL (SEE SCHEDULE D(ISn 1 1 I QN SHEET 3) GLASS 1---'--I t' I 1 I � OF L"I I I i 011,11- r•�, MaX^ i 1 ! -.\ I (- y -- ..- ...' __i__e.____. .-1 �+ I I G 12 112 O.C, ) - i I EO .,� 1/2• , 1� _. AAIi�ED i I EO `� - -1 , I lH••-2a� mils w I _ ._T..L.-.�J i L I ". a ,H• cc. -- .-... �.. _ DECK REQUIRED 2'zi' WOOD PLA i 11I .-.-- I ANGli4RS REQUIRED -✓ `I WOOD ANCHORS I t i't p_.,._ _.» -„t , I ,, (5€E SCHEDULE ON SCFH)EOVL€ DA`-.yam,-.., _ SMELT 1ISEE 1\ ! _.., SHEET 11) ,;:-___„ 3J4' ..--._.V-._. 11 j � + --2' Min: -..".....: ,1 1t ' _ _ V CEILING AND BUILD -OUT ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3I8-1' HHtHANHHRk SCALE 3J8=1' R T1_01 11 r F :• NmIS. i _ a0. 44167 s FLORIDA BUILDING CODE Non High Va(oc1 Hurricane Zone yr; - 1. INSTALLATION ARE ONLY VAUD FOR MAX, A,S,D. = TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS 1 o STATE OF w0 mn9' We. 24 GAGE GALVANIZED STEEL STORM PANEL r1p'(MOM6r � COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 ' F INSTALLATION. 2. FOR NEW WOOD 'O FRAME CONSTRUCTION: WORD '.y �' .,ZO '.� GLOBAL PROTECTION PRODUCTS. LLC. °'M'DM MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC M C O 1«t. DENSITY OF OS5 OR EQUAL ' /oaAL nL3xENpNMiRiwl THY .m0 S.W. at STREET Vr110000 ry A M Ir, „w,a. sNWMFA n 4lew DAME. iL =14 f .++: I.n. w9 Mt=en-u ts1o1M="Two; TSq, Fm "tim9-s797 20-175 m06719 4mr afr Ywr rwe„i, PAWMKI Na F.E. a6W,/SwAITUMEj0A7E GV- Wn WN,7EA A .11, J#.PE... • .:'ABET 1 Ir 16 _«­` O O c- cn N CQ O -1--r U L LO Q O 0 = .Cm Cu U -0 (1) 0- U) N 0 O U C13 O-0 -co "O Cn iL O L N (v O .� in - a)N cn OCIO O L Q .= V/ C�L Q E z z w J - ) ,� _ ) _c N 1 .O i x') 00 ill :L : ,e CZ)L( ♦ ('1 LMj E ! Cn o v Y� _ - y .y .__ (b I . _ _ I ­in ri - '�;t L" G� �' U 4) 'D C 0 _ I W -0 -- W = w L a i- >a- > °w . W c- v m O CDL 0_ U O CL V! W LLI a z Z Q J d SHEET NO. SH 1.3, - END CLOSURES DETAILS FOR 1•NSTALLABONIN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES• VAUQ FOR REGULAR LIFE �FETY 8c E—Z HANG $TORN PgNEL � S'��TEMS ._ 1 I i CONCRETE. OR OR OR < - VARIES I 1 r'. wp00BLOCK 2• , 3' aAI �[. FtEOL'plED 6?xi3 m A.— 5' Mmr. ; ANGLE WITH 2 i/Y TAPCON • ` Y P,)URip C9NCRETIS. CpkORE(E I Min. +, / t BLOCK OR 2i4' N:KJD. FRA11T<-{ POURED I 1 114Y % 1 3f1' TAPCCRi I III CONCRETE BLOCK ANCHOR q 12" O.C: , 1 2 1/2' f RECURED r%4' wvo6 FRAME I L—'"�') OR(# `yh Mom, - -- RY EO T ��.'GAP "I ti 4 i Clll . 1 3/,'I �t' { 7 )ON A7lC/xIR •.s VARIES �{��'�'.,I ' O.C, I I 2' % r % .a53' m IEt1E 1EG I.OG,GF!"'e.✓'"'Cr M 2 I AUM, ANGLEEOOR_.. . 90<L �>e «, ,,,®:... i PDUHEO CONCRETE. CONCREIIi2' I (! Fn x ,' x .I I -i.,,-1R,Lk MFTx ALUM NWT PtiAti .tom &LOGIN M ax4W44D FR4.ffW63-TB"Al2;rx" -O ' _..2.._ - .rr1 I-f4 COAT. AllAlMm. 'a% �.-sue aa: M OAP « ^44_ Ile I B0LL 4' X ,O7Y L3105-NY4 OR NJ,OY O I2. O.C. 6063-T6 WAIACKN1IT Cant Nam. m= CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCAT //4"-1' SCALE 1/4"-t' SLUE 1/4"-1' SCALE 1/4'-1" P• -_ 'li "`� SO10•bT:T OR CI,LN-N �T�! 17.(;0 PANEIAMTE I CONCREfE�, p05f}70 tPoM AT TFflMALE G AND f/',�y MAW ,SX . pE�, �E •O �"J •® OR CONCRETE BIAd( t`1�. BOTTOM ON I PANEa.WIE PLD6 (SEC .-- (Mk. PANEL 7R I i a. ® OR ISN" wG05 50E9 OF OPFN6M ( SCNEaflE ON 5!&ii5 4. OVERLAP BEYOND z•.t' W000FRAME'# 4 17l FRAME TEOOIRm As AAWJG,HE ; ,a R 11) OPENING WIDTH) PAEO CCNDRETE. CONCRETE REOOIREO I�., I � '�BIfICN OR 2`x4" WOOD FRAME. +� E 4/ - �• �.„ REWIRED `v*.; I I 3f4` Mar. . _�` l\\`:;\'.' ! '© ` -- rI;V i VARIES lT ALES NrAR FLANNGES PARI(NEVER CUT END �TO V I x - B.O. DISTANCE ��' e `_T <^s , I `" ",.- ,/44-R _ IKU6 pH114HM1/NFNFANIFy CASE G (PLAN) T A:.Tt1Jl�4a SCALE ,JAL".," b.TGo �E+ZEa Art . 4. 5.e r` -% \CEN '' `� i VALID FOR DIRECT MOUNT av'KTALLA170N ONLY $ � \. SF ''. S CERTIFIED% PANEL INSTALLATION AT WALLS WJ _ : No. 4416T t; 1 SURFACE LEVEL VARIATIONS WITHIN ale x *; * : * 222 FLORIDA BUILDING CODE Nan High VelocityHu cons Zone A+��•C A CASE.. E (PLAN) CASE E (PAN) g)••;, � a 4=0 TAT11to 24 GAGE GALVANIZED STEEL STORM PANEL F.F. SONX 1/4'-1` SCALE 1/4"=,` ni- dr40R10 -. � P�� ORAIIN V. ;FSvf . k� I I L I E C O+tom SAL PROTECTION PRODUCTS, ITC, 07/DADATE� Adrrrl IIIbEM 44e0 &W. 61 SNUCET tMLn TESTING ! t31NHCEGWi ANY / �"4t7 r 3t,+ . wr,o9e. n 3H,f iMYw, ti 337u 20-175 ,• f Neu:(met hw �;tlq m-,Nt %,C N64)660-76Vi, FAK;(IM4)eee-V117 ORRINAO the Tot r M,sew. tat M. r Msrrer PE. 1iFiNAxtwume'AmTE rA-=I ,K MW,7HR A 7DIIT Ae„ P.E . astm-,a 4 - sREST a OF t6 11 if 44167 rm , MAXIMUM &S D DESIGN PRESSURE RATING (1a.z f.A) AND CORRESPONDINg MAXIMUM ANCHOR SPACING ICHEDULE FOR REGULAR STORM PANELM INSTALLATIONS IN•0 WOOD STRUCTURES (MUD ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGN PRNMH ESSURE E (P• 0 MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO ALTERNATIVES R � OF THEM MAXWUM PANEL �v 00 TAPCON LAG SCREW PANELM "TE FEMALE t0 PANELMATE PLUS BUSHING ,HOOD T 13, it Ir 13" 13" III, RN) t ' 3 13' 13" i 3 13° Tit BDTIDM (BOTTOM) B Ile/ 1 6/2' 6 1/2- 2 6 1 2' / 6 1 2 ' I (>�') - - 6 1/4• 12 1/2- 5 Ile 2w (am") 5' -0" B. a` r e" -3W ROP) LESS - 3w 3 W OP +46. -45 OR LESS 73" 73" 13` I � 3 t 3 -"- w (BOTTOM. 13• 73" 13' 13" 8 1/2" IW (TOP) 13" 13" ,3• 13' 6' Iw (Ii0T1OM) s 1 2' 1 s z 51 2- 61 2- 61 2' (IP) 8 1 4' 12 1 2' 8 , 4' 2wBQTT.• >5'_O" 4 1/2' 4' 6 Ile a I/2' 14TO 4 1 ' 4 1 2' 3W 70 If2' 9 ,/2' 4W RIP) t3" 13` 13" 73' a t/Y 4N (901TOM) * SEE TABLE /It FOR MAX. A.&D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S,O. DESIGN PRESSURE (p,9.T.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLX•4BLE T A.t AT10N OF THEM MXeMUM PANEL LENGTH (H•) TAPCON LAG SCREW PANELMATE Ff]AAI.E IO PANELMATE PLUS WOOD BUSHING 13' Ir I3" Ir 13' tW (1W) 9 3 t3' 13" t3` a" W BOTTOM { ) t 6 /2' 6 7 /r 6 1 !E a t / 2' 6 7 2' / (IDPj 12 1/2- 6 t/4" 2W (Boil,.) 11.1. 7^ a t f2' e' 8° - Imp) OR LESS 7 1/2- 6' 8' B' - 3w (B07fOM) Ir t3' 4W +45 -43 TO +76; -75 1` 3 _ i3" 73° _i 13' 13` 4W (BOTTOM) 13" 73" 13' 73' 10" tW {TOP) Ir IY 13` 13' 6 1/4` Ili (BOTmM) 8 2` 1 61 2' a 2' i 6 1 ' 2 6 1/2* _ _ I/Y {BOOT.•) >5•-W 4 1/2' 5" a if2" 7 I/2- - RIP) TO p_S, 5" 5 , 2• / 9' B` - Jw OM (BOTH ) t3' 72" /3'1/2`All fw) 73' 1 13' 1 13' 1 is, 1D' 4W (BOTTOM) • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 TABLE f/1 A A.S.O. DESIGN LOAD MWAM PANM LENGTH 40 PSF OR LESS W--6' > 40 PSF TO 50 PSF W-2`.. > 50 PSF TO 60 PSF 5 10 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffMALE 00 OR PANEL MATE PLUS ANCHORS & W/ SPAQly6ii1/2' G.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR $EGULAR NORM PANEL M INSTALL ANIONS INTO CONCRETE AE CONCRETE BLOCK STROJURES (VAUD ONLY FOR PANEL D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MA)L ASD. DESIGN 410) )4UfM IA ANCHORS SPACING FOR MN EA, PER SCHEDULE BELOW AmPPLICABIE SwrIONS & MW WIA PANEL LENcfR t) MAX. AS.O,. DESIGN PRESSURE ((Pat MAXNRIM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW . — u E TO SECTIONS B MAYJMUM PANEL ) TAPCON Sd.ID-%E( PANELMATEPRESSURE FEMALE Ip P PLUS z$"_NAaRi CAL(-1N TAPCON SOLD-SEX F ro PµPL LWAC-NAIUN CAUL -IN m m Flo m m m m C OF EM m N m m W to.OF THEM +45, -45 L 13' 13' 13' 13" 73' 73` 13" 13' 13' 13" iJ' 73" t: PROP 6'-9` OR LOS +45, -45 To +65, -66 13" t3` 93" ,3" t3" 13' i3` iJ` 13' 13' 73 11 1/2" '1 (TGP) 51-W OR LESS 13" 13' t3` 13' 13, 13' Ir Ir 13" 13, 13• 13- 'I (BDTTDM) 13` 13' 13" 73' 13" ,3' 13, Ir IY Ir Ir it 1/$ 1 (wrlroM) tY 13' I3" 13, Ir IJ` Ir Ir 13" 13" Ir Ir 2 (TOP) /3` 13' 73' 93" 73' }S' 1Y 13` ti" 1S` iJ` 77 ,/$ 2 (TOP3 13' 13' 13' IS' 13' 73' 13' 13' 13' tJ' 13' 13' 2 (eoRDM) 73' Ir1J` 13' 13' 13' IrIr1J' 13' 13` 1 1/2- 2 - 2 ( 86TIOM) Ir 13' Ir tY Ir 1Y Ir 13' 13" 53` 13- 13" 3 (,OP) 13" Ir tY Ir Ir 13" 13' Ir 13` Ir 13" It 1/2 3 (TOP) - - 12 I/2 12 1/2 8 Ile6 I/s" 12 1/2 12 1/2' - - 6 Ile 0 I/e 3 (BOTTOM) - 12 1/2".2 1/2 6 I/ef 6 Ile 12 1/2 12 I/2: - - 6 1/4' a 1/4' 3 (EXTn,XO 8' 8" a' 9" 6' 6` 8' 8" 5` W B' 7 1/2. 4 (TOP) a- 5 1/2" 8" B' W 6 t/Y a' 7 1/2' 6" 6' er 5" 4 RIP) r r - or a" a" - B' - (B{7TT0M) 6' 8" r 8' - 9' - 8' - 4 (BOTTOM) 13` t3' 7S 13" 73` Ir 13, Ir Ir 13" Ir 5 (TOP) 13" /3' 1S 13- 13" 13' 13' 13` Ir 13' - 11 1/2 ROPj 13 13` it 13" Ia- Ir _13^ it 13' Ir tr /3' Ir 5 (BOTTOM) Ir 13' 13' Ir 13• 13, 13' 13` tY 13` Ir 11 t/2 5 (BOTTOM) 13' 13, 13" 13, 13, 13" 13, 13, 13' 13' 13, i.r 6 (TOP) II' IY Ir it 13" it 13" t3- 13• 13' Ir I 1/2 6 (TOP) _ - 6 7/e 5 1/4- 6 Ile 6 1/4` - ( - - - 6 1/4` B ,f+` 8 (BDTT•«) - - 8 1/L' 6 //4' 8 1/," 8 tf4' - - - - fi 1/4' 6 t/4' 6 (BM-) 13' S" t3" t0 1/2 ,3' 7' 13' T" 7 7J2 S 7f2 /3` 4 t/2`. T (TOP) >5,�, TO lv_-e 13' 6' : 13' 13' 13' d t/2' 13" 8 IJI' 9 1/2' 6 7J2' 1T 5 I/Y 1 (MP) >5,-6. TO W-6" 13" Y. 13" IS' I3' 9 1/2 t3' 9 1/2 10 1/2 7 1/2. 73" 6" 1 (BOTTOM) t3' 7 1/2` 13' 13, 13" 1O*. i3' tO` 11' B" t3' b 1/'A" I (BOTTOM) T3' S" 13' 10 1/2 73' 7^ tY 17" 7 9J2 5 IJ2 ,3' 4tfY 2 (TGP) i3" a' 13" t3' t3' d I:/2" I3" 8 it Y it 13' IY 9 1/2 Ir 9 1/2 10 1/2 7 1/2 IT 6 1/r 2 (BOTTOM) 13' 7 1/2' 1.3" 13' 13" 10• tar to- it, a' 13` 6 1/Y 2 (BOTTOM) is, 7" 13' 13' IY 9 1/2 13` 9 1/2 10 1/2 7 1/2 13` 6 I/2. 3:RIP) I3" 7 1/2- 13- TY Ir TO' ,3' ID` 11' 8" 13" 6 1/2" 3 (TOP) 12 1/2-12 1/2 6 I/e 6 1/4' /2 1/2 6 i/4' 6 1/4" 6 1/4" 3 (BOTTOM) 12 llr 12 1/2 6 ,/e 6 Ile 12 t/Y 12 1/2 - - 6 t/4' 6 1/4• 3 (BOTTOM) 7' r a' 5 1/2' 7' 3 1/2' 8' - 4' 4 1/2' 3' S 1/2' 3' 4 (TOP) 7 1/2- - 3- a' 61 Y 4" a' 4' _ 4 I/Y 3 1/2' 6 1/2' 3- 4 (TOP) I. _ a• _ 8• _ 8' _. 5 1/2'. - 7 1/2' -- 4 (BOTTOM) e' - 8' _ Ir -- B` - 5 1/2" - 7 1/2' - 4 (BOTTOM) 13' 1" l5" 73` 13' 9 1/2` tY 9 1/2' 1. 1J2n 7 if2" 13" 5- -.(MOP) t5` 6 Ile Ir Ir it SO` 13• 1 t0° Tt` 8" 13" 8 if2" S RIX*j 13 7 13 13 13 9 1/2 13 9 1/2 10 1/2 7 1/2 1S 6 1/2 S (00TTOM) 13 5 le I3 13 ID IO 13 IO 11 8 I3 / ( ) 13' S' i3` t0 t/3 t3' Y 13' 7' 7 i/T' S t/Y IJ' 4 1J2" B (1qP) I3" 6' 13' 13' 13" B 1/2' ,3" a 1/Y 9 i/2' a 1/2' 13` - a I/4' 6 i/A' 6 If4' 5 1/4" - - - - 8 Ile 6 14` B (aOTT.«) - 8 t/4" B 1/4'{apTT,« BEE SHEET it MR JOKS Rfi TR4 11 SPACW. FOR INSUUAIpNS INTO WOW FRAME BUILDIND5: 10411" ANCi" SPACROS AND MxIMMM EDGE DN6TNNCE ARE xNDxAiED ON TINS SCEDULE, MR ED. LESS THAN NOWED Oft SCHEDULE AMUCIE ANCHOR SPACING 8Y MA,TIPLYNG SPACING SHO" ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPM1W TO BE POSE. REWCED SPACING QBGRIM USING FACTOR SHALL NO BE LESS THAN MNWW SPACING NOGiEO FOR EACH ANCIOR TYPE ON THIS SCH MULL 1/4L tf4. I/ALL I/e. 1/e. I/r, ANCHOR TOE 1APIXM SM00-'BET ~�..- 2AOYiNMJN CAiK . MMMUM ANCHOR SPACING (to,) 3 3 3 3 I/r 2 1/1 SNYeVM ED" jowimmoricIt') 3 3 1/2- 3' 3 3 ,/r 3 D6d19CE LE04 max N J 3Ilr ,s'Ir 31f3 31/r ACDA,L ®DE D16DI U FACTOR I t/2' ass - - -+:�,�+ - - _per-._ ."___,..-?' ._».-.-_.._ ae1 ! __,._. _ _`71 S ON D.18 Im BLEST ....___ _- - LaG -'i.m _Im r SPACINGS OP0.Y VALID WHEN SPACER 8 iS USED, SEE T #1 FOR MAX. AS.D. ' DESIGN L0A[I.S & MAX PANEL. WHEN SPACER IS USED. TABLE.91 A A.S.D. OE'SIGhl LOAD MAR! MUM PANEL LENGTH 40 PSF OR LESS 6'-8 > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONIZ VALID FOR INSTALLATIONS Wj SCUD SET ANCHORS & W/ " SPACER AT 12 1/2' D.C. r___-------ANCHORS ME SECTIONS & ALTERNATIVES ON SHEETS 13, 14,. 15 &16)--- Q.M.,�, � r NAIL R-1A/13, R-2Aj13, R-3A/14. R-18/13. R-28/T13.. R-38/14, r MAIL i- ' R--tAW/15, R-2AW/15. R-3AWj16. R-iBW/15, R-2BW/15. R-301 i8, I%e. i __,� T �_�__— �_ , _.._ Qor 0 }`I O O © O O 0 E .._,. _ i '-', T-_-'T--_T`---_i"`_r_ I t ��__ .�__'_---'1--I-_ - ��i T li'Id i I ��: � I I � � f :�il I I i I ;, I t I I i 11 f:' i i ! I i i t '; I i 1 f L/2 I I I `. ' I I I I j ' . j} I fJ4`s-20X,"SS- BOf75 W� ( I I ,. . 1 i 1` I 1 11 I I I p (I (USE FOR PANEL LENGTH I I ,yam, 4 ,'t ( I MAX I 1 I (9 7 1 1 i OVER Y-6') ', =_ (1 1 7 I; PANEL 4EfTG311 { (. 1REGULA PANF3.. ! i REGULAR STORM PANEL ; i. 6'-B' O MOO, -40D Da.T. S1ORM , , I ! 1 , (W/ LT) 4.' , OVERLAP Mp) PANEL L I lEN6f/1 SO fr 7 I ; ; I ! `• i i LIFE SAFETY STORM PANEL ." � 1 I � I - i Y-8. O +500. -54.9 p.../. I ' i" .._._ ; �_ _..1 `__._� . -__-i, _._._:___.,. _. '. . . L 1 .. ___ .. _ ,__..-__ (WED OVERLAP MIo PAID. LEN('IH Bp.T) AL L -._..___ ......._ _....._. V -. ,. t - - " s n I-- _ , T I , A. •LAN. A !, USE 2AT PANEL LENGTH , i s I I 1 I }{ i. _ I . 1 4 w 20xi x _ _ _ ., _ J. _ _ AT ALL M4FBNT9NGS pp Pf,r I f S S. BOL1% Yd L I ! j d I i i AT EA. OVERt� E ! `'�X I G 17 - 1 n_ _ _ .___�._ ___y._ _ -- _ __ A -- _ - - _ . U2 (' i i it^ ,,� _ _ i M. �.. C II I tl t--4•- �u I I IE r! i fi M � ___ _ I.., 1_J'_�i________.___. I _._� _ ­i --1---r ___r--r'_"__.: t� _.i1 ! iL ! i ... - - - Ts ,�_ _ - � � tyj^ -,--* ` �__ _,_�P. �' --- i� ---I __� --- 1� t __ AT STUD 2 N07CME5 ' i I I may` LOCAITCH 0 LIFE .,AFEC4-' I 't i ,,�sy Sill 1 I Q 1 PANEL BOTTOM CORNERS I O �, , I I :I 1 3 I f L•OyEfd.AP-! f�,-OVERLAP•= orWING NUT ATxea��l _ MINING NUT AT lf�:���LEFT PANEL. RIGHT PAR) 3 Lii1X) 1' NSTALLATION5 ONLY YALa1 FOR WINO 1 1` MN, R-1A/13, R-2A/13, R-3A/14, R-1B/13. R-2B/13. R-38/14, ti SPEED UP TO 170 m.p.h. b. R-1AWj15, R-2AW/1b. R-3AWji8. R-18W- R-2B It -, R-36WjI.. ---.---.-.--....--_-----ARCNORS (SE: SECTIONS & ALTERNATIVE'S ON SHEETS Ia. 14. 15 &16)--- ..-..--_ IJ4' MAX. GAP �(F SAFETY STORM ��1 1) ELEYATION (t) G �y SCALE 1/4 - ,' 1 ,I-(7 )STORM 2-t W REGULAR f.. 11 .. a STORM PANEL (MN �1. w4p.E VAL.LE,) u r STORM PANEL. 1 _-.aa - u� 1c,1c, Ny.Fy _ -- -- - ----- 4---- - _- _-___- 1 JAL t} Syr MAX. F-1-`,+.:+. ..• Vy ,per t/� �C $ LIFE SAFETY PANEL 3.0 % � * = FLORIDA BUILDING CODE Nan Nigh Velocity Hurricane Zone TALL Q . 62a.0 IL,Em. INC.EXTERIOR yFA.s �OR10* 24 GAGE GALVANIZED STEEL STORM PANEL Fes• Dww a: / •... G�B�k,2 N ¢� 1141 F. C O Erc, BAL PROTECTION PRODUCTS, LLC. pt, a- SECTIQI A -A - "m S.N. 6, STREET .w, Blw AL. k&s =./ - na1P ,4 r& DALAL FL, 33311 SCALE ,/4"-Y" : ' .Peen.: tmw n,-mq, rm: ys7 o,-mr MIGNE: (P341 -74W FAX: h5r)MP-8F97 20-175 I ,oitAr}f•a 47 ww r ,ver ec r '4Pue,i DRANNG F P.E %ALfMW4IPtIE/OATE WILIER A Ixur 4 ,, P.E. t7-,a ,r SHQ.T 13 of i6 MAXIMUM A.S.D. DESIGN PRESSURE RATING Is f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEQI jE FOR REGULAR STORM PANEL (D INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. PRESSURE DESIGNPAELM1R41ING (P.a:t.) MAXIMUM ANCHORS SPACING FOR WM ED, PER SCHEDULE BELOW' APPLICABLE TO & MAXuUM PANEL lENG7H (H.) MAX. A.S.D. DES"TE PRESSURE RATING (p,a.t.) MAOMUM ANCFN)RS %PAGING FOR MIN ED. PER SCHEDULE BELOW APieL10ABtE 8 #v MA7tIMW PL.ENDM (R.) TAPCON SOLID• -SET FEMALE D PANELP 7AAAC-NAIIN CAUf-14 TAPOON SWJD-SET PENILE PANELWTE Pµ�- -N �-N m CRM m. 07RmAE,E mOM m OF m TO m m m oON uTE : WI�Iie'BAtiDtlf Yi65. -aS 4 75 13' It" IS" 13, 13' 13` Ir it 13" Ir 13" t4 • t S-� OR LESS 475• -75 tit 79.6 Ir 5' ,l 701 %2 73 9 if2" 13 -i 1/2' f. if2 51 r / 13' 4t rI f {iGP E'-6' OR LESS 1J` 5T I3' 13` t3" 13' 73" TJ` 13' 12` U' tO " I (BORON) 13' t 2` 6 / t3' t3' t3' 9' is` 9° 10 7 f 2" / ts` 8' 1 607mM ( ) 13' if' 1Y 73' 1 3' 13' t3` 73' t3' 1 r 13' iD" 2 (TOP) i ' 3 S' 73' O t / $ 13' 6 f / 2 13 6 7 ` /2 7 7 2' / 3 1 2` / 13 ` 41 - /2 2 (TOP) 13• it' IT 13' 1S 1Y 13` 13, 9Y Ir 13' 10` 2 (BOTTOM) Ir 7• 13° 13' 13' 9 1/2" 13- 9 1/2` 0 1/2 7 1/2' 13' 6 1/2' 2 (BOTTOM) 13' 1T 33` 13' T3' 'a_ IS` 13' il' 12' t3" iD' 3 (1DP) SS Y 13' 13" 13` 8 t/Y 73' 9 t/a' 10 1/2" 7 1JY t]" 6" 3 RDR) 12 1/2-12 1/2 6 t/4' 6 1/4" 12 r 12 1/2 - - 6 1/4' 6 1/4' 3 (ECI TOA) - - 2 i/2' 12 1/2 . 6 Ile 6 1/4' 2 1/2 6 Ile - - 8 Ile 6 1/e 1 (BOTTOM} 8' S` 8' 6' >!` B' B" 6 i/2" 7'. 5" a` 4 1f2` < (TOP) 7. 7' J"— 8' 5 1/2" Y 3 9/2' 8' 4' 4 1/2' 3• 6 1/2' 2 1J2' 4 (TOP) a^ - a• - 6" - 6, -.. a �. _ -5' - + {8O7i0Nf} 9" - 5 1/$' _ 8' '- e' _ 5 1/2" - 7- - 4 (BOTTOM) 13" it- 13- 13" 13, 13" Ir 1r 13` I2' 13' IW 5 (mPj Ir 6 lIr IS 13` 73' 9' 1S' 9' la- 7 1/2^ 1J' 61 5 (TOP) 13, 1I' 13" 13` 13, 13' Er Ir IY ,2` 13" 10' (aOTTOM) 13, 7' Ir Ir IY 9 1/2^ Ir D 1/2' a 1/2 7 1f2- Ir or 5 (Bo—) 13' It"- - 13, Ia' t3" 13' 13" 13" 7S 12' 13' l0' 6 (TIP) Ir 5- Ir 70 1/2 13- 8 7/2' 13' 6 1/2' 7 1/2' 5 1/2' 1J` { 1/2' 6 (TOP) - - 6 1 4' a IJ4' a F/4` B 1/{' - - - - 6 1/,- 8 ff4' 6 (BITING«) _ - 8 1/4' 6 1/4' 8 1/e 6 1/4' ,6 1/{" 6 t/4' - - 6 t/4" 6 i/4' a (BITING«) 13' 7 S/2' 73` 13" Ir 10' le Ia' it' 6' Ia, a t/2' 7 ) W__r TO 5'-O' 13' S' Ia 0 t/Y 13' 6 1 13" 6 1/2` 7 I/r S I/Y 13' 4 1/2 7 (TOP) v5'-8` m Ir 7 t/Y 1'r Ir 13" 0 1/2 13" 10 1/2 11 i/2" 9" : 13, Y 1 (BOTTOM) Ir 5 1/2' Ir 13, 13' 9' f3' S' 10' 7 ,f2' Ia, S' I (BOTTOM)' 13' 7 1/2-1 13° 13' - Ir Ia' 1}" io' If" 6` - I,- a 1/2- 2 (TOP) Ir 5' Ir tO t/2 Ir 6 1/2- Ir 8 1/2' 7 I/Y a 1JY Ir 4 1/2' 2 (TOP) 13' 7 1/27 13` 13' sY 10 1/21 Ir 10 1/2 11 1/2 W 13, Y 2 morrow) IY 7' Ir 73` 13' 9 1/2' 13' 9 if2' 10 1/2" 7 1J2' Ir 6 1/2' 2 (BOTTOM) 13" 7 tfr 13' 73' 13' fO 1/2 IY 10 1/2 11 1/2 a' 13' Y 3 (TOP) 13" 7' 13' i3' IS` 9 1/2' 1Y 9 I/Xr 10 1/2- 7 1/27 is" 6' 3 (w) 12 1/2'12 ,/2 6 1/4' 8 i/e 2 1/2" 6 1/4' 6 1/4' 6,/4' 3 (BOTTOM) 2 I12 12 1/2 6 1/4` -6 1/4' 2 1/2' 6 1le 6 1/4' 6 1/4' 3 {f30TLON) J I%2" 8' 6' 7t/Y44�B` 4 I/2' S° 3 1%2" Y 3' 4 Rn') 7" 3' 8` 5 1/2' 7' 3 if2` 9' 4` 4 7/2' 3'B 1/2- 2 1/2- 4 RIP)7'-5" 6' - 8' - e" B" 4 {BOTTOM) e^ 4 IJr - 6' a' 3 ,/2' T - 4 (aGroMT- 7 t/2`' I3' 1Y 13" 14 1/2 1 f 5" 13 7 5 ,m 73 6 1 ^ /2 iY 13, 13' 9` 13` 9' IQ` 7 7 /2 t3^ 6' (TOP)7 L1�2* //2"' 13' 13' Ia, 10 I/2°t, if2` 8` 13' 7' S (BOTTOti) Ir 7' it 13• IS` 9 If2' 1J' D 4J2' t0 t/2- 7 1f2� 13' e' S (BOTT00N)7 1JY 13' 73' fJ' IO 1/2 tl ff2 6' 13' 7' B (TOP) f3' S' t3' 73" 8 //2' 1J" 6 4/2' 7 t/2' 3 1/2` 1J1 7/,' B 1/4' 6 1 4' 8 1 4" 6 1/4' 6 {BOTT,••) 6 t/4' 6 if4' B if4' 8 1/4' - - - 6 i/A' 6 1/{" )���B 6 {•�'•'••) SEE SHOT I I FOR ANCHORS TYPE & SPACAMG FOR MIAUATIONS INTO MOOD FRAME 8ULDINGS. , MINIM ANCHOR SPACINGS AND MNMW EOGE OWANCE ARE INWA ED ON IRS SCHEDULE. FOR CO ,SS THAN INDICATED ON SCEOUX FECKiCE AMOHOA SPACING BY MULTIPLYING PACING SHOMI ON SC HEffiAE BY I1E FOLLOWING rACTOW FOR THIS OPERATION TO BE POSSIBLE. REMICED SPACING OBTAINED MIND rAG10R SHALL MR BE LESS THIN IRA,IUY SACHO WIWA M FOR EACH ANCHOR TYPE DF! THIS SC IME Sf4's t/4'. 1/4'. ,J{1 If4*. 1/4`. ANCINCIR TM Z,W MIMMUM ANCHOR SPAOM (Ia) 3 3 3 2 ,/Y 2 ,/2 .n� HUNT o6E t pr) 3 1 .,7"-,- T 3 3 Ile J DWAHCE am 3 3 ,ii' 3 'fe 3 ,/2 3 ,/r X%K EDGE 068aNL7E EDITOR ,_--- I I -..-.... `A - - 2 , 2" a.81 0SA _ - _ 0.00 . _. s iJY - I.Oa I- - . 1Jp �- tl9f w SPAgNGS ODkY VALID WHEN SPACER IS USED. SEE T�16LE 1 FOR MAX. A.S.D.DESIGN LOU75 &MAX. PANEL LENGTHS *04 SPACER Q/}I IS USED. ,TABLE Ji A A.S.D. OESN%N LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE O1A,Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C. CODE INKAL APON DETAM FOR ICI E SAFELY PANEL C1; INTO PQ�RED 0j RC ETE OR CQNCREJE BL K STRUCTURES 1/4"9 TACON SRND POUNEO 1/4"e TAPCON -__: �;1(iSTING POURED 1/4'e TA"___,_� „�„�POUSED 1/4^w TAPOOK �EPOUIED ANCHOR O 9' 0 C. ETE OR ANCHOR O 9" O.C. _ _CONCRETE OR ANCHOR 9 9 O.G + i OR ANCHOR O 9' O.C. OR t CONCRETE BLOCK CONCRETE BLOCK % ' CONCRETE BLOCK CONCRETE BLOCK REQUIRID. """' EU. / REOUIREO. t�QU6RED. f i p� rY , , J2. 1 1/4" F tJ2" ,1/4. T._.._ 1j2. I JAL, T-" f If2• Ile f f% i _ � F i �._. —.I i —� I _ 1 Mom._.._____.___ .,' E.b.• % i I �j/EO.e t Ej-4 ED.e 1 II I N t" Min. ! � I 1` Mtn. 1 1 I 0 I I 1 II I I N--SEPAPA I a I._ , 4Y-3a.,' - gOST@LC. I TO GLASS. I ,/4'r-aa,• ii 1 1/4Y-zm, EXI5fIBS,,N_ I ,/rs-2o.,- EXIS"41NG p it 6a_u-s w� GLASS Y- :,9 E7GSTI[NM.NI _ ,mas w 1 : G414S e, ��LL INuz w I CIA% ✓1 - __.--- 1!' 1_..._ a —_. _i--- A Fi. GLASS � ,_ __::-_ �j �.-._ W FOR FR 6 —_ T`T_..-. A7 EA _ :.r it a 1 I", w F4m r ay I ! I I "N"" 04 4 I a 1 D ..._1.__.. _._..._.,�. I n 1 _ `R __.____. 7 11 L __ � J i 1 a 1 I 1 ' L . L. I 1 'L' Max. I 1' MAX. it 1" MALL ( j . r ,.._ _..._,...... .__......... I i _.,,. .._.. ._.. __-.r,_ _.-,_.. f P PAN 1 PANEL LENGTH PANEL (1TION i PANEL LENGTH 8 d EVAM 1H ANd IENb'!RN t I w 6 a�.._..._,..._.__YA_-.—..,..L._. ; (SEE ELEVATION tl I (%EE ELET 12) __ (OSNEE% A7122))ION It ; , (SEE SHEET �A D 1 Yln. I i ON STREET 12) n � ON %ME•ES ,2T II 1 Min. 1 0 _ —"�ON (r-SFAAfA I D ( I ` I(-- ARATION 1 11 I it TO GI/u5. I l II TO GLASS. I u t n a r a — I 1 1 L I �7^/, f i L/2 i .. j ✓, %r' i-_ . _ `J2 /,, d. �/� 1 s d I ; I G ,r�'T / - i 1 I } 7 i <` i E9! EO.e t E.Ae 1 ED e I I I r 1 I. / _- I ; 1 I J' I � Vt I f s j e a Vz' � � j ED -{ I : EO ( __—J I I I L I I ' L tl� _ 3f4' __S____..._.J _.,_.____..�____._: EEO ,,�'�.€•,•Ms EO rm4•M.i 9aoa l t" IS /o a 12 , 2 Q0, � aw e l2 Y QC. i/4'e TAPC(Xd , "/4`I TAPCON 1/4'I TAPCON _�4"I TAPCON i ANCHOR O 9' O.C. I ANCHOR O 9' O.C. I ANGNOR O 9' O.C. ANCHOR O 9' O.C. !L E7Q - POVAED CONCRETE OR Et(ISi1HO POURED CONCRETE OR ' EXISTING POURED CONCRETE OR EKiSi1NG MXIRm CONCRETE OR Z"ON(RETE BLOCK RECURRED. "�'i`O VII BLOCK REOU IR€D.-ZtONCRETE BLOCK REOU(RID. CONCRETE BLOCK REflU1RED. smaN -R-1 b REGULAR PANELS O .&,P,ANEL 0 R aULAR PANELS b FE SA ANEL WALL MOUNTINGS WALL MQUN71NGS SCALE 3/9=t' ,4"pHO.HNFNFN SCALE 3/8-1- ` \)DEN,p 4,1y% i i WOOD FRAME oukDww__ NO. d4167 FLORIDA BUILDING CODE Non High Velocity Hurricane Zane - *: _ y P ,• STATE ,'rt. am2o aTEm• III 24 GAGE GALVANIZED STEEL STORM PANEL WAI, W. F(0 - "�_ BALL PROTECTION PRODUCTS, TLC. 6araf y, sS'n• ... 1 O 19Ee. DALE AI (VIAL No & _ 41p0 &W $I STRW Fr7NrrMNIMM1Ii Ll Mw 3ryr, w.. V. a%.,M®iw Wwl6W n 3FtBF. Ie, N. M. 2D-176 Pn.- .,-t 'W. pew w-,s» PHONES, (964I F451 rXX:(.H.I.-IGN7 'b,•+"'.'•" ... AMt rp r mt,l, ..ft" Arc G1-9P99T19 PE SFaA/,IQIARME/M1E wMTFR A. ti 1 dr.. P.E ac ,H,m rn 61WET 13 Of fa aEE SHEENS 76 & f6 FtX4 AICHORa AgpM01l TFtC f/,L TYPE & SPAC6IC F1XA INSTA{LL,XYNS ana TAPcad YNWUY ANCHOF! SPACIiOS AND MNeeLt _ 1WA684 ABNIIOR 9TwGIB {M..} 3 ,�,C,� ih:,era. (M.; J E[30E DISTANCE ARE NDIGgTEO O! THIS SCHEDULE. FOR ED. LESS THAN 1HOICATD7 ON SCFEOULE REDUCE AFXPgA SPACFOR ING P,yl !eane48t llglt tlr3 3 fW AR&.TIPL•N9r6 SPACING 6)gwN ON SCtfEOULE BY THE F'aL7.OwRa'. FACmLS, A+AMM, RITE 1198M� aDJ FXWpE 1 12�' -�. `. 0.35 THIS d,tRLTION TO BE POSSIBLE. IREOUCE6 SPACING tlBTA1tffO idSRNO FACTOR SHAD NOT BE LESS THAN x 11z. a.e1 - y_. a90 MABPJM SPACNNO NDMATEO FOR EACH ANCHOR TYPE 9N TINS IK,THEDLIF. - -^�- 312'� - _& - N r— U) PC) Ca > O Cv � -E-• U � L_ N CL O O = .0) c6 U � N 0— Cn N O = &_0 EL _" W Co O O Cu LL p > -E ^^,, W � C_ L- O (^D, � ��/•� yL C= . � 4 V i Q cc-,4, C" i-n -, '­c ' C r3 //J I `� a . < K A® V ®CIL- CO r r i.• . f 4 10 Cn . ; J Jc ,} f .D1�5 ,�� -C ";; - _ v J) ( I U) - - ­ ,_ � ,- Ii} _. -C t - __ U) -- t- , , /� N : I_ 4, .iL /" �� 4;11_� - ^ - (i, c� O - -__ -00 i/ � (tJ •:a.-Q B� ..- I!. - C C to :b 0 O U >> 3_ a °w iNSI i�►jJ,ON DETAILS FOR uEE SAFETY PANEL CC) INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INSTALLATIONFORPANEL INTO POURED CSNCRETE QR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOAD STRUCTURES 7/4"I TAPCON_ EX6,1NG POURED ,/e TAPCDE{, (,kIS77NO POURED ! •"f , '!J, I i 1 f t �1'1, }'"i r ( , '7"'-�`Y' - �'-� I ANCHOR O 9 O.C. 1 ,,- CREE OR ANCHOR O B' O.C. CONCRETE OR ,' RFAOER `•,, 1 MJ000 t1EADER HEADER a"-'^... �.'` i EIFAIER ER f CONCRETE BLOCK CONCREE BLOCK i EOUIREp p ry," 01ED ,; ?JrkfFW,O i aUIRED }: OURED ¢�' CURREDREQUI ED. < i 6ij,ci . �,> WOOD HEAD NiSUn HEADER ICn ( s �( `� RE �r 1 1 S`I TAPCON I 1 {'I TAoP„'ON t 4'e TApCQN f 1 4"e TAPCON I '1 2 �_ ) _� , NDR O !' O.G r{ 1 - ANCHOR O 4' D.C. t` i I f 4'0 TAPCON , 4'I TAPCON W 74) ! / 1 I I - ANCHOR O 9' O.0 , � it OR O 4' O,C. / 1 z i „ 1 I ANKTHOR q 9' o.c. i q !' o.c. _ �y I , I ffz' Ile _..-- ___t J 11 s f I r l ff \ J ` ICJ J/ t � (� �.1 2 � 11 i ' 4e t ® I, F 1/z' IJ4' , I 1/a^ IJ4- i 7J2' 1/a' ,f # 7Jz` ' Ij4^ j �18j I'S ED. E. i i'' �` Ip MA. s MALL - "1 iMAx ' i1 % I �} j 1j2' /4^ -7Jz" �If4. (1) a) //�) / i d / I r• ,-`l 2 \ ) 1 `� .\ 2. \ { I ..,( ti 1`� f 2 ` t T I 1 / s i ___._7 i I MAX�� h = 1 i 1 % i i Emb I Mu t I I '� W� I i I j '1 '�Mn. i / ' M �`' I 0 1 ! i" Wa. I 1 i f ,, t 1 ,, 7 1 I I At.. , iti,"B&t' 9 TKO GLASS. 1 t/4t,-2a," :.. 1 � ( p I" 1 .. = I �. i -..: .. i I L.I (.� LJ� EXSTD4G-a 6 11a18 W BT S,L leis } II i a ! f/4Y-ffiaT• i R 1 I a J4'F20r1• 8 1 8 ' 1 I CLAM a .:._ .. i--= wL NX9. a _.. __."_.-ALA .. #' i A, OA, D L I ! .""S:L /Mrs w i 0 ._.._. -9o:Ts w rl B I,..,_ l-InDtI5T1 N i II 1ff4cisw yW... ate.! .JAI i a ., 7 I .,:j j`j _- �.. 9 1 OW`V'�� -.. _. 1_.._ .__. _..__. GLASS I /''-_�. gl. Eft a'�=<-_ - -.. AT EA GtA55 Lt-. __.. _-__ '1.___. IX6(1 ✓ R__ _ __ T-. - AT aMw> ! D I , ,•.-za.,' o „:_.,• i ,f4•r-rocs I I ,A r-� as n n 1 = ! Un 9 w lass w , 6 �' 1 I EXISn q,Nl I ,/4'e-YaM1• y/� -3s. wDtTs. w. O I_ ! t f IL_.__-_-- , ,.._-. 6T1@y-6 1 �%"" - --r- 0.0E F,n HWa - I I GLASS D fT 5s 1aDLs w ! �_` _- 7f"- - q- --,� - -- (HAg F« i.4D. � aAss j : ,r' __'- _.. .- � OI K � e A d. ! ; 1 I L " .__ I _- I PANEL LENGTH R. . _ I'-- 5 "L" MAX 11 T ,DON,wt 7-8•) tl ]- . t'-- .",-'-. - I I ,11M1H O4m Y-0) II f- } _._ _... r m:»_,_ . - I '_, =_ ILA rm P+IFi E7tIS7lH _. i 1 I, a - PAWL LEN/GIt 0 I� ! / L' MA%. 0 1 a _ f PANEL MAX .ENOiN ! I Rem a4A t 4) BASS 11 1_ -.Y ) _.-z.._�l (SEE ELEVATION ! 1 N—� (SEE ELEVATION ! _.�.� 111-__R-...._. R' Mom. 4 PANFl LE'NOTH EI `'T m5 i` I Oft SHEET t2) ! .,_ i ON SHEET 12) U 1 - — ,T,._.y 6 (SEE ELEVATION 11 j i PANEL. LENGTH B F r $ (%EE ELEVATION tl 1....- .r...__. "L" MAX, !____,__,._.._— _ I PANEL LENGTH T� a ( I i w .L__ SEE VATIOi t ON SHEET 12} a_,._._..._�. l ON SEIf,E 12) 0 I PANEL LENGTH R —.-` 5 .�--_.,.___ ~- .! D I ON SHEEN 12} ( ! i R B.^T-.-. 1(AN ELEVATION 0 - -----� T..__ E (SEE ELEVATION 8_-.�I II _�_ I (SEE ELEVATION 11 i (SEE ELEVATION A Ri CUSS. { I. _,_ __ DL �'_..~ 1 ION SHEEP 12T 0 I I 6 I %+ t # tMt SHEET 12) a L rl I - ----­/-----­- 01N 5HEE t2) II - I { <. ` i L/a , , I II^-SEPARAnO+4 I i * 7 R--�'�'r 1 ; IN, _ _iEPMA770N -N'- 3 I 6 a t' MRn. - i - 1 p ,.,,,. t iir-_.�...-a_ _ I 1 _ 1 I f r I , I 4r 0 Y Mn. I I a - 10f -'ems I I a TO GLASS. T` Wn. I r3 ./ t i . 1 D TD GLASS, I L/2 FPARAiON I a t I ARATIOI--- I 1 AT . I 0 1' Min. 1 ! - I - '/�// i I - m GLASS, t)l,ASS. ' I I B' _ ,..� - GUuS 1 0 Q51L5% 1 f.'� f 10 ( a I 4` u 1 LJ2� �_-i ._. e` tlu j l:/ L �E•--SEPARATIOi- f L,EJ EY,7"afING POUIZ&Df 1 FXVST070 P011RE„-,,0 • . I ' EDT*� I _.NL - ED- 1 i ff#....... e I I I i •.. i i r .`-a � 0 ; a. `f. 1 , {T'I� I NS CONCONGRRETE OSLOCif 1'{ " BLOCK ,; ,,._1 ; ij0. •/• ,. TTj OG EO. '�, *.. 3 ALL 1 EO: �." �" t ._.,_..__.i____.�.{ 9 i .. +", �� ' ,".',., a ,". + I. : {-.,�J '' _'"'� REouIHEO. ( 1 III +Jd' OC REQUIRED, CIEYaHP) , I ( : j H ! : .i 1 k I d e 12 Vy ac I .� e u 1/r as I 1 - EL. I --1--- EL . ' i ____-( 0 _. f 1./2-,,,`-1 s/A4o Ms '`� ..' 31 _-L___._.-i Eon i ; Eo - I I i / _l ! , �' ` , - i t ; I I 1 'i I' att10 WA16 E0. - ", ``" ��,'F- EEL]. -i --'+. ( t _e.—j Ea. "' f I _� O j _­1______I 1 A) k `1 'I 1 I - 2".e /2 I SS W4 ws ( ii L_ i - ` fl WIRED leaf as } 1 2k4' WOOD i !s 1/4'9 PANEL MATE Pyg,,S"•._W._:AEM 1J4'w PANELWIE f+)jJ_ !. ,e I I / 4'9 TAPCDN ; Ll, s1 tj4"! TAPCON I I ; 11 _ 4"I 7APCON rx4` ,�,J ,. :� I} 2pLp; -""('� '1t I PLATE 1 BANE ANG o D.0 ANCHOR a a.c. ANGNGR a 9" D c PLTE ATE i b LIFE Is L HOR a e Pu i y ; ANCHOR q 12 If2 O.C. ANCHOR {gETOFID} ,. w. _ � fi f 1 4.:. I + t j I 1 4•, TAPCON REQUIRED REQUIRED I `i i i STAOOEREO W/ STUD t I ,( 7 f STAGGERED W/ STUD �: ` j ,! ! REWIRED 4 f !,I I 1 A"/NL'HUR q 0' O.C. i t' •f AMCNOR gPANE1iA 1f ♦ I I.!1 I 1/4'a PANd#IATE PLUS ( s, I „ 11 �� � `L-, ( -ANCHOR q 72 ,/2 D.C. PLUS WALL MOUNTINGS )l woDD uiE wood 1 II wj t j SEE SHEETS 45 & 16 FOR ANCHORS TfPE & SPACING MR SCALE 318-1" ` 1 1,! REOIlIREO nV•.•—.I REWIRF,D ._')','' ,•.._."''- � 1 ! �, � I � I I � I wsTAUAmHs l+o aaoo FRAME BUILDINGS. , i L I/ MINIMUM ANCHOR SPACiDM AND NNBtEIN EDGE O A14M ARE pOIC#FA ON Ti65 SCHEDULE. FOR ED, LESS FtHrdl .-'..� ` i.tr��..- (�e.,.�' INDICATED ON SCHEDULE KVXE ANCHOR SPACING BY « ". 1 V MULTPLYNS SPACM SIOFN ON SCtiEOULE BT IRE EOUOR1Ws rACTORs. FOR TAUS OFEAI, LE 7O PG6yM[• M REMICED SPACBG 051ANED USING FACTOR SHALL NOT BE O Rr: r �. E C F ETY PA ELNiff b LI S,I1 L rI 011414 B L W TYPE ON THIS SCHR LE, LESS; THAN MNIMUM SPACING mmim MR A0,4aMRINr Ile. IJ4•. .ally ij{\ A. Tlj4ly Ylf" MUNUNGS WALL MOUNTINGS W �1 ...., JJI J.,. A Ai ANCHOR Inc TAB, :a1�� GENgar �$ SCALE 3/B-,' lee A.TA`"" scALE 3/e=T• ALL MOUNTINGS 1 CENT, ' ?1 'S W SCALE 3f6-1" R �'y4r 1&MM AMOau SPACM (M3 3 ,i s FLORIDA BUILDING CODE (Non Nigh VelocityHu cons Zone) .{�3' ►`.; • CENS •.� b FLORIDA BUILDING CODE. Non High VelocityHu cone Zone x : 0. 44167 = FLORIDA BUILDING CODE Non HI h Vs1ocR Hurrlcona Zona •MRP14N,afM OTnrg1. a-) a 3 '•` 0=0 IILTIM INC.F.F. !l4TE5: 2 '"5 .2020 T7atm m F,r. .uw4w[. ='A' : * • r "m IRTEEO, MC, FJ: I,pAMn&9N .;; ;era: w 3 a ,/2 _ * * : Tk s 24 GAGE GALVANIZED STEEL STORM PANEL W. s 0, 44167 -. s 24 GAGE GALVANIZED STEEL STORM PANEL. i •a.• a 1. INSTALLATION ARE ONLY VALID FOR A,S.D. DESIGN * r ' t. INSTALLATION ARE ONLY VAUD FOR MAX. AS.O. =-c� STATE OF ..�0=�¢ ?A GAGE GALYANTZEiI STEEL STORM PANEL DMANK � z A01K Emr 6®aQ G'AIL1 ►FCIIR 07/yfd0'm PRESSURE RATINGS (p..J) AND PANEL LENGTHS AS = * * r""'1•-+ j I712TJamo Y• %STATE '- GLOBAL PROTECTION PRODUCTS. LLC. DAiF PER ELEVATION ON SHEET 12 STATEC}l '�� IL c, GLOBAL PROTECTION PRODUCTS, LLC. OME DESIGN PRESSURE RATINGS (p9.1) AND PANEL `��'Q • F(Op GLOBAL PROTECTION PRODUCTSr LLC, n/n _-_`_m1T_ m��,_ s°� ©Rta� TL ECOIMQ. TwTECOtB9a. 1HA_2 ,/2• RG_.........•• ` _ / 7TYta7a CNOiHIwaie a0a _ OW S.W 5i STREET4 ` ! 2. FOR NEW W664 FRAME CONSTRVCTION; WOOD 's AM S.w. 51 9rtaa IFNGTHS AS PER ELEVATION ON SMELT 12. / E. seke. r 7RA waw amL n a,n SDK. F,_ 333I4 b • FL 0 R19 'L.a'Z47 nLtr. 3., r. r&A mM. wra o u+w aMW; n, 333,4 2. FOR NEW W000 FRAME CONSTRL1tTIOiN: WOOD '`9iA Sh)N AL E� - j �-�. tt7 T111 Mr„ e„ e&„o°e00ng ti �sss14IZy ry.ONAL ,r01 ,pew m-,mo. a ,Aral v,-,M, P,raE: (9u>mP-7s,s, PAv (9x)se/-!n7 20-175 M£A(BERS 70 BE SOUTHERN PLNE t� 2. W j SPECIFC ,IL LS`. •......... . w.e.: Gat m_,sn. n.: t -� PHDNHE (r54)l�-r„45. Fres: (9541seo-6TI7 20-775 MEMBERS TO DE SOUTHERN PINE NG 2, W/ SPECIFIC HNEINM... IA J .,,..: tsw m-mtr . F.: pM7 m-,s, FHG2 (W)SW-75W FAX: C44)W B�-6n7 20-175 FN4..'HAW ,-rm .t-..r,- DENSITY OF 0.55 OR EQUAL +c wMN.,m.,..s ww..a,...,] 1 P.C. szmv mrff, /ATE A. TUIT'S crr f,M.ev rw' �p^p� —�� CA-ad06/t9 CA-D00671a MX r oul-w rM[ / Ah, a,. IMM.M .at „n r ,Ms,r WAt1LR A 1X31I `i P,L , oA f7-Ia ' ,INEC 74 eF la r4NIN rtIME/OATE wALiER A. itULtT Je., F.E SNR7 75 aF Sa PL �AlfMS4p11FE/0AE , ,7 '. 91 ; 81WR 16 of 76 J °A' Ha: tS" Tar 09tlAMIG Hn: DENSITY OF 0.65 OR EQUAL , m FF-,q w r mo! rrr Mer ,1r® Art 1XUtlA1,i0 Ns LL SHEET N0, SH 1.4. Ezi , j1a/1a Ez_iw ,,,C„ORS (SEE SECTION EZ7 a ALTERNATIVE EZiw as sMEEr is) --,3" Max. !• Max.r••- �I' Min. �7' Wan.i r tSEs WE 2} � � 2) , NOT &li8'O ALUMINUM j� _... ~^" � LAST PANEL(D TO BE INSTALLED A7 EACH OPENING Si+ALL ALWAYS BE PROVIDED Wf REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. APT 2 PERT (n�w�) Box L. (i ), €-Z HANG STORM PANEL SYSTEM (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (INTERl1R PANEL) (END PANEL) � MAX. I CONSISTING OF PANEL + Cont. TRACKS TOP &E BOTTCM- SEE NOTES 2. 3, 4 1 #¢#}{ 4 tt p SEE NOTES 2, 3. 4 ;_ (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BARi SHALL BE PROVIDED AT TOP OF SUCH 1111 j Ij{ ' PANEL LENGTH 1 - - 1 END PANELS ARE TO BOTTOMS,W/ TRACK" CONNECTION (3). .. _f S 4'0-2 .3 � - _ . SHALL CONSIST 43E Tf4'F 20x3f4 N.S. W/ 7f8"4X3f32" WING I • 4i I 7 I aoLTm PANELSr 1/4a-2DKi NUT OR i/4'vW4' Win THUMESCREW INTO TAPPED BOTTOM �W/ € SS..TS W/tLy p E'A. OVrEAtM ; TRACK. LOCATIONOF FASTEN-RS MAY BE AT EITHER OF TWO (SEE,OS MPLIGBIi) EXTERIOR FLAT PLUNGES OF ENO PANEL. �--. ICTR)NS J L--LIJ I -_1_!-1-=i7-I-._'L -. F (4)_ IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM • .._. .. _ .. _ I.ys3 -= _ -._ TRACK (i.e. A STOP LIAR 15 ONLY USED AT TOP) AT LEAST TWO - -' -_ - 1 ;. PANELS SHALL BE CON7�CTE0, TO BOTTOM TRACK USING SPECS TT-ITIa J17TIF t % INDICATED ON NOTE (3) A90vE. IN SUCH CASE, CONNECTION OF JJ_LIL lJ_LI JJILIJJ_L�L J1LL�JGLL1 t1tiJJ_LLJ,J_1 4i-I 1 1 1-1J S __� __ _f PANELS TO BOTTOMTianOR MAY OCCUR A7 ANY PANEL LpcATwN. SEE NOTE ..,.I 3' Mix. �.. 1' i' Na..LSE£ �� °SEE 1' uln. •' INSTALLATIONS ONLY VALIF7 FOR WINO NOTE 3 T `taOTE 3 L'✓WJ� SPEED UP TO 170 m.ph. ANC MORS ---- -(SEE SECTION EZI & ALTERNATIVE EZ1W ON SHEET 18) EZIi18, EZIW/18 all'I ELEVATIONR SERIES ZQQQ- SYSTEM M SCALE: 3/32"=1" ' I/4' Max, GAP 2-687'(Wk OVERLAP .1 WHOLE MAX. GAP Q ____ ro SECTION A -A 1RIIII0.IPHT, SCALE: 3/32"m1" f'Y V� ASP \LT} FLORIDA BUILDING CODE III High Velocity Nor Gone Tune r .2m TOUXI, RNI 24 SAGE GALVANIZED STEEL STORM PANEL r r. f 0.44167 s DRNe On.. A - ILL E C. O 1114e. GLOM PROTECTION PRODUCTS. LLC. °T�DAT , a STATE 0 480a S.w. 61 3SnI 31. 'rQ'' fLORIOP . Ax..� wzt. �aarrr O n D:Wa. FL sDu 20-175 ..... '• .t`4 H,.,. tR1 u m,_,m. LsssXm-Ts4s, rA . tse+;aeE-eT aaww,; ft r P4�w+ sx mr,Y'w ..nr j(J G-06tffi7Fe rrr iiilrmnniL waTE3i A TAErf x.., P,1. iT'• '~ sxm rr Or ib .+ a ENGINEERING ENMINEERIN13 EXPRE80 PRODUCT EVALUAT113N REPORT September 15, 2020 Application Number: 17869,11 - R2 ,.- EX Project Number. 20.31543 Product Manufacturer, Ali American Shutters and Glass Manufacturer Address; 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is Being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 81G20.3.005, FAC., for statewide acceptance per Method T(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Cade Seventh Editicn 020 and is for the purpose Intended at least equivalent to that Mired the Code. (2 ) p rpos e9 required by a od Re-evaluation of this product shall be required following ped€nent Florida Building Coda modifications or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS FCC drawl #20.31543 titled "2 a Galvanized Steel Storm Panels HVHZ & N " shoots 1-5 rig 4g ( on-HVHZ} , prepared by Engineering Express, signed & sealed by Frank Bennardo. P.E. Is an integral Part of this Evaluation Report. . TEST REPORTS Uniform static structural porfornlance has been tested in socordsnce with TAB 202 last standards per test repo t(s) #BT- S -17.001 by Blackwater Testing, Inc, . Large mle Impact resistance and cyclic loading performance has been tested In accordance w€ thTAS 201 and TAS 203 test standards per test report(s) #ST-ASG-17-001 by Slackwater Testing, Inc. . STRUCTURAL ENGINEERING StructureI engineering calculations have been prepared which evaluate the product based an comparative and/or rational analysis to quality the following design criteria: 1. Maximum Allowable Spans 2, Minimum Allowable Sperm 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM 0 ENGINEERINGEXPRESS.COM ENGINEERING EXPREss.t OM ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing Is not required for installations outside of wind zone 4 and essential fadlifies- Impact Resistance: Large Impact Resistance has. been demonstrated as evidenced In r s and Is accounted For in the engineering design of this product. previously Rated test rl ( ) Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document (I.e. engineering drawing). installation This product shall belnstafled In strict corrlplanco with its respective Product Evaluation Document (I.o. engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (Le. engineering drevrhg). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I.e. engineering drawing) as noted herein. All supporting host structures shag be designed to resist all superimposed loads and shall be of a material fisted €n this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are Permanent1Yinstalled shall be Protected against corrosion contamination, and other such damage at all fimes. This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ). Respectfully, ,F* n S Frank Bennardo, PE ENGINEERING EXPRESS* #PE0046549)Cert. Auth.9985 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM 0 ENGINEERINGEXPRES5.COM ENGINEERINGEXPRE5S,COM IPAlik M-NNAH k1"' sn-al,PSedA CO. , - .r µ� .,IJ -.- , t S .I: :V 'k hta ,LL Pt W'•h.: rl ♦n�YP[ '14ti -, ,} rDCC FPt .E t ,>.,a, ,. , a. 1,.<. I� '. -ieiereu�, =C i-a•.noy +all n: EL eur�e..c,._ ."x` „eu,;IN., Va 1 Um PJu c " nr L &k v f " ' --- hta QQ H ) Q W T�1 IK lif-T:{ 2!i,` ID , 'I L L r N t a Y L' qq I � ffi 2 N IA � w /* W $W r � e. ;.,TIT, , 1 i�' i,Rs IA J tADD" :NUS -CN ?: ALt-RNAT=BUILDDUi F^II .-. Ev: <,R � Z LJ_R IIDDPmnG EXTRDERI PIS ,� . �, a g F t- �uTY11u vxz. rr Inn" J'r .7Ci1 'tfu1 CCRINGlTLDDft MOUNT SCCIION rC� O,D. P° "°.; rl .1 ., c nine ..m glv xa[ �. mi, I TAl'.e C H_LL _ 1 LLI UIL o 4 .x 11'- ! f H ,.H H ':%WALL MDUNE-T - rl 2ION fk5 L �JIV Jt CI1WJ I: x4ME - WL_ it._ jY .. v �G ICI nr. I F-,L:• 'Y .. J N L'.. .:,n('F- R _i V Lu tv _ M_r i e[ D,,C .rFrD_-Ya JLP.1 y,,• _ IYVLJrMY VnHY WLu a _ xD i A t V A P „J .I E: E" - � �I T CL'R •f� - - J - F'11 �', If aASFL+'o i wit ,1 1W rd[.i „• N� I b nAr.t LJ � A - rx:' x t hit: I H i:,,l. ea V Fa::(:FELL LIE G rrT _ e uTi F -6 1:: IaAI mMRIgRP 1ENNAmOPE ir C IT ,,i ICE= r k F1 HfA >'r- ',Arrr RNa( ZT.7 iso +.:I„l.Ar-Ur 20-31543 'T:rT•i4 .e - - ,.. n .AteE oeeeleroTwNe � K OPtID IJAL TOp BOTTOM CLOSURE 0 AIL ir-1 YI�'z LL rixry-ta F i'.Y Lr E� p HT PF RI_v .. n..l• IWNJ HK,M lax - •E !"1 `i• )n uri I NuFlu. eH MIALLATION MAILS EQR SERIES 2000 E-Z HANG STORM PANE INTO POURED C01QRETE. CONCREIE BLOCK AND WOOD STRUC-ZURES TINO COI'ICRREETOD At N4CH'LOR 0 I 2O-C,REQUIRED. i € I""" 14.1" HEX HEAD TEX WOOD 1�1, { % TEX /' 1/ HEX TANCHOR 0 112' O.C, . _.."fSCREW IF � .4' .FROM VZODRE6 '� , %I 'W '' , �., SC'RkTA' 4�FROM . _ir'j EDGE OF ( % 27 EDGE OF I ` 1 :.: �-.'(T r f� ( ------------ 0. atK.Ts1WA4'b o- [r.'tluElew 0 ; 1 `2. C1A55--€II- P .�. AWARATION- MN3L4r i '-STO ORAW. 1 I ..-Ai"LAbNUM POP u I 1 RIVET i 1T I ss awe w p `' I MAX. lfai-2m+• n I GI MAX. PANEL LENGTH PANEL LENGTH it -41..7!/4i"sL-aaK2" 1'O Gt/Sfi,AS, 4 ij-- SEIPARATION'. i n 1 ---R.,/ f n To CL+55, TNUNI85CREW sox OF L" j 11 I 4.e_C2" fJF 1' p 1 ( THUMBSCREW p 1 I " rri ---- E.� 1 1 i - h ! - J i����� tfr 1 1 1I 0' 1/4'e TAPCON ANCHOR L °I 2"' WOOD 1/410 TOCON ..-�` ENTERING POURED ANCHOR 0 12' x4 ET£ LATE O.C, CROR ` E ! R •''r CONCRETE BLOCK REOilBtEO. V WALL MOUNTING SECTION EZt bLIE (F-EZ1W SCALE 3/8=1" SCALE 3/8-1' HiMlrrpekrrW +1'YiEN"` �i FLORIDA BUILDING CODE Nap High Velocity Hurrcone Zone MIN, PANEL €.ENGTH x s D, 44 E ozmro Ar zo, al r P. 1. INSTALLATION ARE ONLY VAUD FOR L AS D. DESIGN SHALL BE 2'-6' - 24 CASE GAi.VANIZEO STEEL STORM PANEL PRESSURE RATING +/- 40.0 p 8t. AND 6'-0' MAX - - �. OrhP/rOTO o . STATE (� C GLOUL PROTECTION PRODUCTS, I.I.C. m4E. � - INC. PANEL LENGTH. VI 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Q„(: -• ()Rl0 -* 1xEyr ue. t ExmisC4aFn 1XHTANT +ma sw, o-F s7141T R.1, a4, � a. R faaw A.ICaw. n aF,r PLMC n, ss3u 20-175 MEMSEBM TO BE SOUTHERN PINE No 2, WJ SPECIFIC A �+( •.-'��i A �•� rw.:Iasi a, -Tara rm, _ Ter+ -.sr r+tu+i: is5e)am-r�+a rAx taa.)ew-s»T DENSffy OF 0.55 OR EQUAL hr E%�=mM1L1 "MCA-Dacattla +"" i°a"'" -""r "*" 'Q'""" '�' Hill,- YrriliON6iNJSWN'RUAEIaAlE WAL717r A ntur h., Pt. 4di eT SNA7 18 Or ib ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ TOP MOUNT TYPE AS 1 f BOTTOM MOU NT € ) N (CON N TYPE AS ♦1 REQ'D) y `1R0`341" MAY BE AT T � 1 0.375" a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 i.Ts, ELEVATION TOP MOUNT (CON'TYPE Lmax AS REQDJ (SPAN ABOVE -OBSTRUCTION) BOTTOM j OUNT . (CONNTYP ® AS REQS) O m Y= OBSTRUCTION E (LOCATION MAY VARY). i-C mP Z TOPMW NT (CONK TYPE AS REQ'D) BOTTOM MOUNT (CONN L- ax TYPE AS RBQ'D) (SPAN BELOW 'OBSTRUCTION) IIIINELSMAYSENOTCHIIIASREQ RED, OPTIONAL 21DSTITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHEfIED ANCHORS ARE USED WHICH SATISFY WINANUTS FASTENED SPANS ABOVE 8 BELOW OBS?RUCTION OVERLMS M MIDSPAN (USE APPROPRIIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS. MU4IMUM STORM PANEL SEPARATION FROM GLASS (HVHZ, WMO ZONE 4 & ESSENTIAL FAOUTIES) MAXIAIUMT DESIGN 1 ALLOWABLE PRESSURE CSPANtL-NI {PSFI INsTALATKNS LESS I S7AUATONS RFAT ER THAN 30' ABOVE GRADETHAN 34' ABOVE GRADE y-Ba I30.0In 806 n 216 n +1-35 130a In 061n 2 16 a P s o 33b to MSG 30A In ( 1 i-5s I06.6 in sL 6D6'In 21 n -O62n 6N 161 6D8 2.35 in •P-6o 83.2 1n fi OB in 2.53 In +l_rs 59.81n 6.11 in 2.72 fn +y-76 MA In 1,11 In 11111 +/-72 27,01n 1 6.3310 2.981n iPAN 5CHEDULE NOI[tb: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO MAXIMUM ALLOWABLE STORM PANEL DETERMINE L UM L SPAN. 5CHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL To NC'C,ATNE L1E'S1GN LOADS. 2. 'PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS 0'C.TRACK, STUDDED ANGLE, STAB USE UeS O.C. PANEL FASTENER PACING TABLE VALUES FOR S ALL "H"- AND '`HEADERS(INCUJDdNG BUILD OUT toNolnans). 3. NEAR N BETWEEN LOADS IS U INTERPOLATION POLA O ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED- 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. INSTALLATIONST F THE HVH AND O DEN ESSENTIAL 3, FOR OUTSIDE Z OUTSIDE OE. FACILITIES INASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATIONFROM THE PROTECTED OPENING t5ROQUIRED. FiLANK8011-0p PE PED`!IGSM9OA >t86 MAXIMUM ALLOWABLE °1q„k„;; DESIGN PRESSURES;r°r& " "" - �a.g"/ I6-I 7Tn AS NOTED IN DESIGN DESIGN NOTES' I SCHEDULES Ia op POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR 15E WITH THIS SYSTEM SHALL BE DETERMINED PER. $EPARA ENG INEERING IN ACCORDANCE WITH THE GOVERNING CODE PRES5URE.RE UIREMEMS DneRMINEb IN ACCORDANCE -WITH ASCB 7 AND CHAPTER. LED' OF THE FL" A.11111 N' CODE SHALL BE LESS THAN RID I D L _ 5..4 ORE: UAL TOTHE P051TIVEOR NEGATIVEIN FOP, qq 7 RA PRESSURE'C Y Y" AL ES LISTED ED HERE N FOP, N A L V U �- to 3; z. a� .PACT ASSEMBLY'AS SH04'!N, m t .1 ry GENERAL NOTES: Ci E a 1 TNL6 SPECIFICATION HAS BEEN DESIGNEDAND SHALL BE FABRICATED IN '', wW ACCORDANCE YYITH THE REQWMMENTS OFTHE FLARIDA BUILPIWG CODE EV E1rTVi EDITION ((2020j FOR USE INSIDE AND OF THE PER 1i � W C O OUTSIDE HVHZ, m& 201, M AND 203 TEST PROTOCOL$. CONTRACTOR SHALL INVESTIGATE 2. LID D3 L/3°m INCREASE IN ALL0IVABLE:STRESS HAS BEEN. USED IN:THE DESIGN FIS7EM TNIB 6 3, rHEARCHITECTIENGINEER OF RECORD FORTHE PROJECT SUPERBmucruRe 4'UITH WHICH THIS DESIGN IS USED SHALL at RESPONSIBLE FOR THE INTEGRITY'OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH 0 p, SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR 4. SEPARATC'5RESPKIFIC'SE0.LEO ENGINEERING SHALL BE REQUIRED IN Z 'F8 ORDER TO DEVIATE FROM LOADS. DEFLECTIONS, oR SPANS CONTAINED- HEREIN. CONTACT THISENGINEER FOR ALTERNATE SPAN CALCULATIONS AS PLAY Be RE UIRED. 4 li THE SYSTEM E HEREIN IS GENERIC AND DOES PROVIDE 5. L R y e ASPS DIFFERENT FROM INFORMATION FOR a AILED H SITE. FOR SITE DO rI ENGINEER IN EER SOETAIRE W ATHE RCHMTSH SHALLSITE USINNREGISTERED ARCHITECT SHALL SPECIFIC PREPARE DOCUMENTS FOR USE IN DOCUMENTS FF ¢ - yN e== H THIS CONJUNCTION,DEWAH THIS DOCUMENT. 6� NOTED HEREIN ARE BASED ON MAXIMUM TESTED d o m: V ' DPRESSURES PRESSURES DIVIDED 9Y A 1,5 SAFETY FACTOR. 7' ALLFASTENSSTOae i'-yet.,OR0ReATERSAEGRADIIUI1lE5S:NOTED LA OTH ERVIISE, FASTS. ERB: SHALLBE CAD IUM-MATED 4 OTHERWISE OR OTHERWISE CORROSION .•+ -RESISTANT MATERIAL'AN69HALL COMPLY SPECIFICATIONS FOR ALUNI eY THE' ALUMI Q STATE, CODES, APPLICABLE FEDERAL, STATE, LOCAL CODES; INC., & ANYAPPLICABLE ti 3 TEELOR B. ALL STORM PANELS SNALLBE246A STEEL, [¢0024' 4 TO ASTIA U TY LU 9. STORM PANELS SHALL CONFORM A6S35TRUC.TURAL A Q STEEL G M =48.S KBI, FY 1.61 ALUMINUM EX U51ONS MALL BE606I 30. ALL ALUMINUM EXTRUSIONS SHALL BE606}T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. TOR & aDDQTAT DETAILS SHOWN MAY BE INTERC HANGED AS FIELD Q CONDITIONS O]I,TATE, PANELS MAYBE MOUNTED VERTICALLY OR CO J STEfI ERECTIOr4, &CONSTRUCTION PRACTICES BEYOND THAT , FOR BY WCAI, STATE, & FEDERAL COOPS b FROM THIS PLAN _XPRESSLY PROVIDED HEREIN, NO ADDITIONAL OR AFFIRMATIONS ARE INTENDED 15, ADDITIONS, OR OTHER MARKINGS TO TNIS.DOCUMENT TO AND INVALIDATE THIS CeRTIF]CATION. ,LL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL )RIBA. PRODUCT APPROVAL NUMBER cciTiR rIRMNK 20-31 VISIT ECALC.10131643 $�.© F R3 J R,C LT 3 ;I P Yfar EYGINEHIPIDEXPRBfb CDWbTOBE FDRAW RePnAi9 .-Ess n MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT MI'li as J, W ff I I w, •� fY" I t °iP Heaslar 0` O" 2 22' 24" 24" 23" 28" 8.011 Head. 0' Cr 0' 2r 4" 2V 22" 24' Or' 24" 23'- 2r 2x3 &'U" M NMilN IF 0" 23" 24" 2V 22" 2 O' 24" 23' 2a" 2V 23" 23" 11" W 3t' tT" 30' 23" 30' 11" 3T O2x3&mud.. auNdnut "F'Treck 24' 24" 24' 30' 48' SO' 2&" g Track 2S' a5" 87' 64" D 3P' i Stud N 22" 2r 22' 11" 29' 39" O DraAMoud 24" 24 ^ 24` 30' 41' STP 29" 48' 24' 4C 3P Sr pp VIP Hntdar (1` P M 23" 2 4" 25' m "P T1_* 24" 24" 24" �}" 48" 60" 28" 4 r 24" 4W 9/Y' Sr' S GN 23" 23' 23 11" 3D" 31 lF 37 23" So. I,. 33" 'C'T ia4k 28° 2&" 2r 33" 33' S; S.i" 28" ST L,. Ana TWN qA wxe M IPA M µL' imHE LESS Thl'AtY THOSE NOTF%r FN TR"4P ABOVE ARE rWT DNDmON6 A TOP BaITDM. N¢ lEN at. N45a?"GLAIN l;aMal-IS, ove.A WHEN PkNBL LEHGfli is GAFFTEA "MAN THAT ND'n!D WR R6N-iPPfnvE HDuwnNG crnrelNAnDH ABOVE. 3EV WT,1LDSUREB R U7 G CONVITKINS, MQUIRe ra IN ILATI N MOM N,HERE fi L W PER ARE T' Y5E0 WITH MPLIES T EE 071122 fO ITH OR W REWIRED SEPARATION MOM GLASSPRa S, & � PEA WITH PA 'i• 4. INER 0,1 a`Tp BO o.. {WTnI Dn WRHWr LTrTUI BOLTS} blip NgA PANELS, B BOTH WITH PAH'et PASTENERS 9Y lI 6 DA 6.35. O.0 a. PAPIEL6 MAY SPAN I6- MiNIHUw U9NG OrsF f I) tV 1HE OPRO7W. T(x+OR BOTTOM C'lO6URE5 PHl Ail'k' u63�ANY MOIprTiNO mIXi SHOWN iNT+lESE tMAWfMGS. OPENING IPER DE-r ). CONp I OPTIONAL INTERIOR FASTENING DETAIL (LYN.T.S. M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING TIANK I SINA R FEtiD4A548 CA bass ON 74, 3 a s W Z O. ,-Y aiw tr3� .<� z �M� «m a N K m clWW Q RANK DERMED Pc PE R IS MB rA S60+' ,� O.Dy4" 2.250'. �L 1-2.250"-II-D060' �.. I Jlv�Dsiuux � 'jI-0.094" 0,75D" 1p1 =a z',� sari +i,P u.0 625" 0,094" I •� N F.S, 18 CA 4 �d7.120" .094"TYPI TYR $ U-I094"2" " zYiI�Ob 1::930" 1950"� a.062 D.375" ryrv,,.062" p(ply��'('s LLI=IY LLP�j 2 I 0 :��I TYF. 4 2.DD0" -•� 2.Op0 cuI -•i 2:020: 250 --� 2 D00" �- III-y- i.leU" H' HEADER ANGLE J-PAN CLOSURE LE ay_11,ADI aUILD-DUB r Ot k 3.380" MAX. 3I 0.313" 1.51 1,560"h--IL.SfiD" .51w D.376" ®•• p.365" 04 D376" R9,�D3D3" S�E � 55 If• -I 655" 035D' H--12.500" PANEL COVERAGE J_l 0.179"-p[ 0:19(D.5�5" 01 1yp„�r r6.�SS 0.866 0.2�" 1q117 DD7 y�. b -'L-1 0.524 O.OSD'.' w 14.375" PANEL LENGTH r0.545" ('� n .150" ' 4 I MAY TIDPI ]� T ' �+i .. I u I = MAY BE 0.065J-H II}I 0:250" �a.Dsp^ T�D,oso^ yD.DLUrRwrll D2Ls' W O71o" os`TYP. TYR lDO 7D"D"5t/i' n RUILD MJT'C TRACK N A C' K M'ASHSPED YANOMIT �+A'F" TRAG g- ®„ SAD t A 3 0 IiEYNO.oae MIN.R 5 - _ 0,313" 0.376"-{ I 0.4 2 u a.t9o", f�655" Q a..S.F 11T.1 Z 6 LEc fi -- - 0IR RI n C p - � m f MAY RE D.lzs } a LRLHI � nNFRseD � LL rye, 2 Ly Z O 6 .�G� Ar• ,;v„,L "F' ANDLE - tRACK iENTENOED7 U N F7 6 Q fr I � Fa� f, 1.:GPD° tit VI MC).'l ly CI,NI >T`PII t%} ;; l OVERLAP a. $ 4 JMAX. - CORtJ LDSURE DETAIL tJ l� .25" MAX, MAX, , u7 e3 rt ,y` ,xrar �.25" $ p MAX. 1 T4F,l� LU _ W n rA.a.irx BUILD -OUT r ipox m: nN,r - n d ti+n I Mnup r n oc IRr nr nn DISTANCE n _ R.Lz. nF 1.1 ­1 J nr rrcr �- L 1 ODd' J + .. v-. 4 _ ^u ire;,.; EMBED ^9� -MSC A a .r 1 Oaa ;OVERLAP : I 3,820 / L 4 ! MAX' /r'\HII I I MO 1W t rrillxr llrinl I' - f�.25".MAX. Lf N T.s:.rl 1,500" C AwF MIN. gC ?:,,Tr k i - I 4Pi = vl a.iL'IG bh F J 4" MAX. MIN. yyVp 1 a"ALCDNiERCLOSURE DEfAitDEEAIt s�,a .,,0:,:1 EMBED "-R MOUNT CLOSURE DETAIL RUN!, E 3N, ODn1a0BIPAAMtaiNNMW Ni 20-31543 �A6E OE9CREPTEpi: - S In ANCHOR SPACING SCHEDULE: '4 GAUGE PANELS; PANEL FASTENERS LM 12-5" O.C. y, • � 65'SI�V','AJ®�ISQ�f,LYli®iS�LISYi ®E�E�E®E?��®�®III ®EE E= IME€ M 111IM1111 ER / / %%/f,WWAMM///////t'%'s!////, ®tzt�®®��fi�®®®. ®�®®M 214" EDGE DISTANCE MUM �ffwmnwmrmu N.""_ .......... •' ''�®•. TAP GRIT *CFAS* 41 51 r � M E M EHV1///Gy®I //"%%i ®E� ®E=E111 � MEN E �WI��////////®F[£V///// .. '/l �� ®El EM� ANCHOR NOTES: 1. ANCHOR SCHED U LE APPLIES TO ALL PRODUCTS' CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS"ANO PRESSURES INDICATED N SPAN SCHEDULE SHALL APPLY Z. ENTER ANCHOR SCHEDULE SELECT PANEL FASTENER THAN ORE UALTO NEGATIVE TIVE DESIGN MATERIAL, S.ANCHDR TYPE. SELECT DESIGN LOAD GREATER THAN OR SQUALID NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPAN.S ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDEHRFICATION OF CONNECTION TYPE . a 3. "PANEL FASTENERS" ARE STUDS USED IN LbN1UNLT10N LPlITH ALL MOUNTING EXTRUSIONS °F TRACK STUDDED ANGLE ETC USE6.25"OC. PANEL FASTENERSPACING TABLE VAWES FOR ALL H" AND "U"-HEADERS INCLUDING 8 ILDO!lT CONDITIONS). A ( U 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE S` RECOMM ENDATIDNS. A R 5, HO LOW BLOCK HOSTSTRUCTURE SHALL O FORM 0 ASTM C90 BLOCK LC N T L 6. MINTMUh1EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE; 7. MINI UM EMBEDMENT AND EDGE DISTANCE E%CLU DES STUCL'O FOAM BRICK ANn OTHER MALL M FINISHES WALL FINISHES HALL BE LINI ED D L / 0.' MAX OR SHALLBE VERIFIED 8Y DTNER5T0 S T T ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE, 9. CONCRETE ANCHORS NOTED HEREIN SHALLBE EMBEDDED i0 UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTDADEQU ATE WOOD FRAMING MEM5i R5 NOT PLY WOOD'. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE S LD WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SriP.LL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN) WOOD. STUD (rY' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE 'SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAD, LI REMOVABLE ANCHORS ARE: DEW T PANELMATE ALL -POINTS SOLIDiEr & BRASS BUSHING. A 12 ACMN S RENS SHALL AVE i 2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE M E C H i ANCHOR AND. MAY HAVE EITHER A PAN HERO, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N:a. L3. MINIMU.M EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES. 14. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE: USES. 15. ]k DIRECT MOUNTING CONDITIONS. Is. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, i4 -1-a N N N -� U N N Q CL O 70 C .� CQ � 0- U C:) (� O M C/) 0^1 O C = O W O CU LL 0 .L in N E O N p L . C �„F%vA� V Z Z W J C=1 \ > C_J N -4--0 ro O0 ro L:., a LUCn K 1� ( s.r N ' W -0 N n U N C Q (� ,ill ( •�.Q ¢ - -Ll t13 ' O O Q K ¢> 1°W Cn L � C_ O L�� CDL Q U U W c G Q Z z Q J d SHEET NO. SH 1.5.