Loading...
HomeMy WebLinkAbout36419 Flats Strn 3 s a rn LO LO 0 N 0 a 00 0 J T 0 I N S a u7 L0 cn O 00 co 0 0 N a N LO L0 L 0 cnCr 0 Q 0 i d E N a� E O a c t/q a� U c� c'3 v _o O 0 t7 N 0 ado M 0 0 0 d C14 cV 0 0 a w S a m 0 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter Sc Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or KNUall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L, Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or WA, Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WOW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV, 06.23.22 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. 11-29-21 6.0 ADDED ELEV KLM PER C.M. E:10001::1011� 1: 1 F 11: 1 FE7:1 0 L I I = FE INI I J Alftilk litsm 1941 Al B1 KLM mmmm� INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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 N .ter V— co , CNJ (' car II 00 V •_ 9 WI tj Q L� Q C 0- N 3 w CU E v ID cc a tj a: M tV 0 N 00 o ,``�tttiLE,W=> '#s i e No p 7 50 ' • L • ar ;. STATE OF o• ' 3 ! l.J K.�) A feOF'FDSiviat""; 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E a o 8 C N � ,+ V a, J 0 �� 0 "LL M to,"-"E-° i w ' M �v ° a a U ti ii Zo Z O 0 mQ o o 103z 2- X o ail 0 (d � (2IN 07 J m W �2� 0 J Z LL�y Z uJ Z _ LOCl)LL a O U ❑❑❑ Z W N th O � z o Q J N N z CD o U 0 0 N � 03 ~ U U c w J E U � a C A Q N Y . N m c o M M J w¢ 2 w Z Q U- Q E �1Z 0 E U o� �`j oa �� '..aQ 00 Z�� CC>0 i w� g wz �J C 6� < m� o� Z m J 0 < aw gz c F� o< aLL go z W `o mao o� �w �- g3 J 0 v w ZR a0 r o 3 .0 = C) 19 _. )14 -.. LLo 0) ,,..� p— (1) �-00 L `� t0 N .� O Cr O Y Y a i— Q � a� N M W m L LO r U) ¢� C:) 0*) Ln T Q r— E M o m Z N E Z @ a U Q CU p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO, C S b s rn L0 LO v cn a 00 0 0 J CD 0 N a L0 LO Cr U) 0 N oro 9 N 0 I N LO L0 0 r V) a N O 0 G c J 0 r7 12 v v c vl 0 i a a t5 J N O S v a 0 a N O h 0 W m v cn a c, ()" V V -V 55'-10" 8'-6" 01 10. 01 VERIFY METER A LOCATION WITH T-0" S3 BUILDER H.B. LtAW iio 'r I 36 ---- R&S_---- VERIFY LOCATION ------------ 3fi N ELECTRICAL PANEL I 1 TYP @ r65'L'SD {K ------- _0 .._.�..-- �A1" W.I.C. I BUILDER TO PROVIDEO 2 -6 APPLIANCE PROTECTIONOPENING S4 GARAGE V V NER S SUITE TB $'-0"CLG. M,q I WHEN REQUIRED PER FBC I I I CARPET t TIE --_-- _ _._--j _. T CARPET ; 2 CAR GARAGE I I I U) OCnW _ 17'-8" I r - 1 r - -� _i ` .- ,� ry- _ r T-8" I 1 8 -0 CLG. s 20'-O$" I I I 51 �$ I -- t �- r ,____ -5 =3 ;-� �� � 21 � ! ���0� w 2668 I I I � I I MO `'' w I HANSON I 0 1 1 1 b I j ; BOX @ 36" EDGE OF SLAB 2" Q o - -- A.F.F. I BEYOND WALL ( O= I I o rn _ _b DRYER VENT S3 T I w I I 60"x36" EN SHOWER ! THRU ROO I I > I I ----- 00 00 (3) 2x4 #2 SPF w/ FIBERGLASS M' r-I �/17- 1I 1I DTT2Z @ BASE RROU TO t / 1 11 1 I I I I TYP @ 1 STORY JL - __... PT. W OPT. D ._._i... 4'-0" I ._ S3 j M�'� _ _._T = rN lix Fv- I V� ¢ �I '�--� NOTE: FINISHED I WALLS TO BE I I I I AHU $'-CLG - .._I ! I FLUSH. VERIFY IN FIELD. I I r � I= C71 in I X - -, I I I C (3) 2x4 #2 SPF w/ ! 3 S3 r 28 8 � DTT2Z @BASE - FAMILY R M R.A.G. -� - o - - - 0 QLO N 2:12 VAULTED CLG. ; 9'-4" CLG. CARPET 3068 I � 1 9'-41'cLG. 0 i ENTRYCP LO 23'-8" 3'-10" T-8" . 10'-10 s ,r, l T T_..--6 LE-= - 7 ,. 4, 4„ 1 8'-0" CLG. T 1 I I -HDR AT 7'-4" _ R&S 2668 ib°� T r 2668 f T ----- R&S ---- 4'-0" 11' 7s I 6'-10" N 4'-7" 8'-8" iv 5'-4" " _, _, 14'-6" 5'-4" �' I `" T-6" ' I � 1 5068 B.F. 4068 B.F. ;n o I OPT. REF. I o to =a z y 701 61 o i PATIO CAFE ----- --_--__- - - - OIVI "' 0 N �� VAULT. CLG. ! ,� o ---� I o o CO 00 -10 1 8 o cLG. 1 CARPET BEDROOM 3 -' - 7 l BEDROOM 4 I 8'-0" CLG. Lo° W o O i N I D.W. I Y-- ------_}- I 8'-0"CLG.Af -B=CJ"�:CU. ~ co CARPET LO 00 (� �� I r Q c� > J U 3� _ 3< _ ,6 3 SINKw/bISP ; �i� Y o i I CARPET I ° V E 2" CARPET Lun)i 21' 2" _ 2'-2" 2'- 10'4" 2 2'-4' i M� --VAULT ILG - -I - t� 106 �P I �' ■ l 00 ' TILE - - - -N �,q,' P' NT� Y a r m 00 1 1 6 - - TYP -- - N -- - ; RANGE-- - - W W -- 0 FLAT C'L . 6- r r to I STORY A 1 36 _ 36 M i p -�5-SHSURROUND FIBERGLASS UACPAD, O O r r • I �!S31 ch 16" DEEP 25-SH H B EGRESS 25-SH EGRESS O A 0 S3 29'-8" 15'-10" 19'-6" 65'-0" 0. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" 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 20 X 26 18 J X 25 4 S.H. 13 20 X 38 J 18 1 X 371 S.H. 14 20 X 50 J 18 I X 50 S.H. 15 20X63 182X62J S.H. 16 20 X 72 181X 71' S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38J 26x3711 S.H. 11-14 27JX50J 26x50 S.H. 1H5 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37 JX 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 a X 72 364 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54X26 52JX254 S.H. 33 54X38J 52JX37Jq S.H. 34 54 X 50 s 52 4 X 50 S.H. 35 54 X 63 52gX62g S.H. 36 54 X 72 52 � X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Ff]TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-318" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. to Structure(s) Supporting Floor/Ceiling Assemblies- Not Less than 1/2" Gyp. Bd. or equivalent, to Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312,2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 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" +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 �G SEE SN SHEET �H 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 �II�N11111111�1� - .:. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO INSULATION REQ. LOCATION I R-VALUE/TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING 23 R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) M cu . 00 C= a: a w ,CL- C. UN C3 O `ari.' 8) a m chi o N s = E C o f1 i O r" O N E%i' ®,,i o, j M No P 8750 r c-nC.F 09 ,sp To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W at E N. N N r 0 N� o ac 5�� n " N (�A/ 0 °- ii �M� � w 07 z - $ 0 O 0 Z ® ig Z N � O =. o Co W f6 N f0 Q roga, d IL w 0 N Z Q M _Z N U U) F O o ❑❑❑ Z W CD N O o a � N 1 rl� J - 13 U) V) - N M : o C9 0 +-1 LIJ Cc .� U O N w C, wees w oil f- Jm x® 0 C)10 N aT ow CO 4 o Z < Q ® wo o0 }� z© co g 0o o E as ao o1 az l�� -� ¢o W. ¢z mo J Zz aw $ ao MEN min A ww m oz 13 a wad 0 O = LO LO ai ca <Cca 00 COO M �^' C:)r � U) m m LO co QI Q N O N n LO Q lotCV) s- E w c 00 co o Z z E m E U "a �? C c iz Q i3 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1 rn 3 v x rn LO 0 ti 0 Q CO 0 J CAD 0 I N S Q rn LO tzr v') 0 N O 0 J N C] I N a LO 0 0 0 Q M 0 E Q1 E 0 r7 FO U v 0 UI y U 0 0 J ILL N 0 0 0 M N 0 0 0 w Q m s VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w x > / MEDICINE -1 CABINET 00 U- j U- ; ON M coco KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER 0 FIN. FLR. KITCHEN O 80 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 aW. ON BATHROOM WALL SHWR. o =_ VALVES w o bo = CID SOAP - co C.0 d 00 o DISH U 1 o 'n o _ O (.01 co TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY \ 0 M 0 CV / OPT. REF. 0 0 KITCHEN 16" FOR LINEN V 12" FOR PANTRY O I- 00 Ak MIRROR OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS ---� 36" H UPPER CABINETS -- 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE -1 CABINETS - 00 U- SIN 1 iO 9 0 2x 'T >. LO _00 FRAMING ro 0 LL I 1 T f C.0 - I 1 /2" GYP N �? BOARD FIN. FLR. r 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER o 00 O °0 1 O CV N FIN. FLR. -� j �— CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 C ? W t ccC-.� N G � � N R ® a� fN Y a, 6 3 C° 3 y m s� e d C E o a W 0 cm CV CV co •� � it i •Now ,. o 'X • •� 1 S 1 A.-; is V F / q ,3�• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tN W a �E Lao cq � co 0)0 W rr ° w ° a �(Niv w Z Z Z L V O W.c r C? tY p J W 0 r-- Q m (1) rnrn Jkw N M Z U 00 H G o < ❑LL < ❑❑ z W (D z N o o z � N V) M z � o 0 Ln LU Ly N v w m 61-9 e --- 0 N C a J w to C, M z O z J LL C C io Q O Zo Q N M- Q E W Z Ka co E E oQ°� °o zE3 cc, ¢ z W z o WW � <omo O V 0� z I z4 m Jj O. ¢ `� 4 W 2 W 3 W ���w Z O W�3 m <o oLL W �? �� wF M ZIo� a ao U 0 O = rr CLO H L 00 j MO M r m N 00� LO QI p M N O O LL CV r M00 r E E CM o Z Z E N a E U a w Q p € JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2 O d- N. HEEL F.FL. vv �, 24'x63" 12 5 i 12 12 �5 N SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS L— _-- — — — � 11011 -- — — ------------------------------- -- — — --- 14'-0" RIDGE VENT 1=7 [7:1 FE7 FE7 F7 I � 1 7E 1 E FL7:1 ul � �I f I I❑ 1.: 16070 OVERHEAD D••' FRONT ELEVATION - Al 12 �5 IV-0" RIDGE VENT 12 .. :. — — SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER —�~ — — - — -- -- MANUFACTURERS SPECIFICATIONS I - ye-..,,.�.-.I _�_�..,.-- Lam•= , . _ -— r s- _-i LEFT ELEVATION - Al — — _ HDR HGT. 6" FASCIA (TYP) TEXTURED �— CEMENTICIOUS C9 FINISH ON C.M.U. (TYP•) F. FL. 0 REV. 09.24.21 e*7 — ® om W O cl:: C- ram.+ G5 - _ f..f a Cz CN y C � - ® L y ' Q CU N r d Y G7 a .0 cu w � O N -C C 3 cc c 3 L- C" o .a 0 0 a co L 0 a` C"M CN O N �3rd9�`ABr�« co O o r� `�0• �': ��••No k'0: d � �, fin �y .... •'::;�~"q;� "'� is " tYYDtiB41-o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 F' O MEo ��� Q U O N N Q 7 LO N ti LL vi rn r LL W LL1 iIi M 25 o- d d0' Q C LL 2 a Y U �- 555 Co LL Z � � � 0 O 13Z � t (6 V Q ❑ O t . rr S O 15.F Lu W 0) cp r- z Z N M Z U O F ILw z 001, 1 z W V M N Z N M co co z C N z r _I �. In V) Z a 4-J cn Ljj a V 0 w g (/) �N to � U w j f — E _ 9 ml� 8 U o' c N � 0p Y N o �® 1 O � CD J W G�7 M J ¢ o0 - z z Q L.L o z o }Z Q E OUP ro M0 U 0 U O ¢ a K �a CDa Wz M -O C az �U m0 ZLL Z m� —J m¢w 0" �m 3 �w go W (0 w" � o w ao 3 z�< 0 O `A' I L / rn .--�LOf4 Q 00 MO M r0 0 CV M LrL m L L O , Cl)1. QI Q Cn N 0 N \ t\ LO Z M 00 o z ca Z y E N C _ E w U _ _ a Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET N0. 3.1 3 v 2 Q �i- rn L0 LO a� `o v 0 Q N M O J rn O I N 2 Cnn O Q N O 0 co'o N O M LO LCi C Cr .G C7� C } Q N N Ca E E 0 S c J N it O E O cal co 0 0 J N O 0 O a N O N -3 0 W Q m 0 00 C a SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS- 12 12 5 ��_ � �, L-- � � ,a __� � � 5 = SHINGLE OR TILE ROOF PER I r' r r COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 31 Tn M — - — —= _- _ — -- _—L _— =-- — — _ — -- _ _• 4'-0" RIDGE VENT ---------- '-0" _ EXTENDED OVERHAN To BE CENTERED; ON DOOR gz 5-g LdJTEXTURED FINISH ON C.M.U. �'� rr� �ro 35 SH (2) 35 SH III, I 5068 SGD 1 V-0" RIDGE VENT 12 5 REAR ELEVATION — Al 14'-0" RIDGE VENT 12 �5 T.O.M. k. HDR HGT. TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS 3'-0" (TYP.) FINISH ON C.M.U. (TYP. ) F.FL.------------------------------------------------------------------------------------ RIGHT ELEVATION — Al 1 /4"=1'-0" REV. 09.24.21 C= cv o act o > ua 0 a _ CCC,M -�m �- CIL- _..LN C•-4 W P 7 cc 4 CV Y CD CL cif ® +-• �C -3 G.1 W C cn C iO C7 s� u C� M CV O N 00 •, C , Q . /No o E- 50 V S . A ✓ • m• s b 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 0 Eo p Q V N N O Cf O N J M dJ UJrru- ui M °^ a Q ct W r a U 0- �Yn 0Z c O O d' O O L fa o O +:Uj 7 •O N CD M. - Q W ¢ W z co & 0 w N M Z U = OU ❑❑❑ W z N M 0 0 z C J Wv) d � ti z �O UI c 0 a-r cis LU p a m U �0 w o U � W J E I L Qj C) o N L N e !® N 14 � co J W M M J �< ZO z z E LL ¢ zo g Z}N r= U �� ❑a t— rR g o � o zqE cf7 r6 z a z Q H <az' g <o cn zz m� o 0 UZ om z m J F `U aw z Z co gz W a 3 � o< w LL ao a �w �k m a� �3 p Jw X~ XO < V w� 5 d F C O 2 L^ ' / O rn cm �--�LO Q cc 0 CL Fes— 00 j co OM Y U) CN m /� VJ Q Q 4 M O D- N r Q M r ui E c M o z r0 z � E (V N E v 12- -j a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.2 3�„ 4 4 MIS :1 4 ec *NOTE: VARIES FOAM TO BE USED I I ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2" 2" BUILT W/ STUCCO, EDGE OF OPENING 2" 4" 3„ N 1-1/2" THICK I I ppCD _ I VARIES ER *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES — EDGE OF OPENING — T VARIES 12 f„ z z �„ r 10" ,- 6" y _ �I'I( ZV �!j NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T_g„ 0 2r 22 E 1" RADIUS 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS 1" 4" -I.. 1 1/2" RA 2 1/2" RA 112" RADIUS 1'-54" VARIES VARIES VARIES BASE 1-1/2" THICK CAP 1,-4" 1-1/2" THICK VARIES 11 7 ------------% T �11 4" WINDOW OPENING NOTE: "— • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH <®a @� a a C >C _ -0 > E d u 3 a - CO•> v a i > G f� C O G- =% i M CV O co O o�41d°.''vFeps�;` P ♦°°e _L�I ci • Cli NO P Si' 6 r 7-1 0 . S T A v" �E L ° To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) r O E S N N N IMD •>LO LL LJL YI (n r` LL W QjMV Q C -1 ca �LL 0 LL Y �j Z ZO Z Cc a L V O O ❑ co y + 0:�•(6NG_D O 07 � Q W ��a'� J Z Z LO N Z Cl) ILn IL w Q OU S � N VZ O U U U) F ❑❑ W Z N M p O � Z O QQN Q Q � n V Z .o C.7 0 i-J cn LU O W o N Ly N (6 r U) U c „ F- J o all1 p I zJ L J = L N N U o N Q b 0 N iT O J W W CO M C7 w ¢ p z Q `L _1 L.L.z0 p ZN z© Q E U o z' oa H (O Mc -o o o o¢ az °r rZ t wo �W @ Qo Y m� 0 O z m N J g <w >W z z 8< go can 3 T <o a N W m oLL r� r3 J M _ W F CIO a 0 v zic 3 InLO LO ui m,--•. Q 0 W co j O (N O }, Cfl u 1 r U QI Q N o O .U- N IO r M r E c }�/� M 00 o Z co z � iri E N `m ca E a c a- U -j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEEP NO. F1 rT v s a rn LO LO E Cn 0 00 M 0 J M to a I N 2 a rn LS 0 Cr rn 0 a N 0 J 0 1 N to C Cr 0 0 Q N N 0 a E E 0 S 0 9 l� U yam.+ U N a i O 0 U a� a 0 0 a M 0 0 00 Fit 0 w m N ELECTRICAL SPECIFICATION 150A/2 PANEL LCINDOOR CENTER NOTES: 10 #14 to lights &outlets �11 `2tt V #t2 to appliances and GFI Q �' R ELECTRICAL CONTRACTOR 50 AMP 15n AMP/ 1 200 AMP 0 #10 to WH / I MUST VERIFY WITH THE #8 to Range / f SPECIFICATIONS FOR THE TYPE #5 to I-ivac I l•" v OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER �NOwF LOCATION PURPOSES. MAOIN 150=2/0 200=4/0 in 2" Conduit 3° R 200 amp 3j1 150 amp\ �q 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 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 6. _)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 o LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) FCHI CHIMES (OPTIONAL) 1-H PUSH BUTTON SWITCH (OPTIONAL) FD 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 o1_ ELECTRIC PANEL DISCONNECT SWITCH C. J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVE NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03,09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. M S.D PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OWNER'S S y ITE I / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE / / SCALE: NTS I / I I I I I t I I I ` I )` FAMILY RM I G J I ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE I U.C. OUTLET I FOR DW I C. OUTLET I - - - - ff I�IGF�I I }---- - GFI C—---------- i GF I-- —I D.W. o L -_J i SINK /_DISP� (PENDANT AS ~ '� PER SPECS \ i UA / G 9-_ �> > CAFE M. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS iLGFI RECEPT. FOR ALARM SYSTEM 15'-0" VERIF METER LOCK ION WITH BUILDER WP H.B. lZZ1 A GFI t W IRRIGATION VERIFY LOCATION F GFI @ 44" A.F.F. - W H ELECTRICAL PANEL 1 O 1 I I I 2 CAR GARAGE I I GFI FOR GAR .DOCh GFI I _GFI @ 44" A.F.F. I I I _ I l f I I` I 11 1 III I GFI @ 44" A.F.F. F�_0Y ; I ENTRY _.. r .1 / WP -- r - - ---- DB • GFI 3------- 3 --- --------------------- ------- M S.D. — S.D. I OPT.I IME REF. I FI -- �— BEDROOM 2 �� S.D. -- - /�/ BEDROOM 31 - BEDROOM 4 GFIy /� / / ROUGH -IN FOR / 1 OUCH -IN FOR / ! I OPT. CLG. FAN/ / I \LOIPT. LG. FA / LIGHT PRE -WIRE `�/ _ .... ROUGH -IN FOR OPT. CLG. FAN/ 1 I '1 LIGHT PRE -WIRE ,FL \ IL o, ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" er; R. N aca 0 w.rscr o c eo r_a N C= i 41, iV � ® d is o .d` cor d fE A = E � o d, U 0 M N 0 N co 0 ,,�g94�536f,��s 01>p ♦ '� .• � �, NO Pc 50 ® zk� _ J '. STA iiF (4/ « S, , • . �> ,� � 'f l� z "iB '♦ �.- s2� 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 Q -Z E o 0 co V NW v ,. (A CD N C: Iu J L O +� � 3 � � N � �; LJL U)) �M0 M Q ' a w 0 J d Y 103t7 J LL w V) Z z�0 Z L N% v O� O 0L_u 5 W p r- ;; m DMZ Q :E—IL vg , z Z w Z O a' N M C) H Z OU ❑❑❑ W v M Fal Z N M o 0 Z � N J - U)V) N ch Z a W U o 4-1 LU O Ln W o r CD c W J '- - e - � l S Ilk U a m u c co D o Q N 0 ti co J Z W co u_ z a � � Z g wa }� a6 O E UCU oa F_ r6 �_o x U F 00 � 0 E r0 13, L a ¢z Wo p z WZ ¢z W m00 O OU .0 ym Zr Z m J 0 ° ¢w � Zo S< g c`gn T W LL a W m AJZ o �LL w� 03 =0 EE ;o a v zIa 3 o 0 Q = LO ' ^ li / 0 rn N U ^ 00 N O MO Y U a- r r^ W -9N N m LO QI - N c) T U- CN CY) 00 LO r d MCD 1— m � 00 Cl) o z z E N iri N E Q c J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 - iiili willillillillilillillillillilillilI I. __.. __.— �...r1wfItR171. IY,71i— ��1�»_�l�� ATTIC VENTILATION CALCULATIONS - Al 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 11150 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 (Must Provide Upper Ventilators) Vent Amt 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 SQ. FT. SQ. IN. of Provided by Upper "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" SPACE SQ. FT. Total SQ. SQ. IN. of of ventilation to of vented IN. of SQIN. of SQ. IN, of Ventilators (Values to be verified with Manufacturer Specifications) . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ventilation vented be provided soffit ventilation . Ventilation Ventilation (See Elev) . SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. required soffit by upper needed required . 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 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 420.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 0 I I I ZONE-1 I I I I ATTIC SPACE I 2373 SQ. FT. I I I ��Q I I I a U) _0 N I I I 5:12 SLOPF� I I I I I— I W ' u_ RIDGE O ;12� SLOPE 14'-0' RIDGE VENT Lj O � � ti''o JP o r T-0" 11'-0' RIDGE VENT RIDGE W a I I ICLI 3'-0' `\l r Cn I I I I I 4'-O' RIDGE VENT RIDGE I I W Ia 0 U) co I I ROOF PLAN - ELEV-Al- SCALE: %4"=1'4" cau 0 00 as -o c3r- �� o LL Q . .ram. N ,✓ �1: CU sL U W es� o CJ 3 chi= CM i cu co � c e tN L s E +� o a ca 0 M O GV 0 Cj No 'P` i '! 0 r E OF 1 IJ' '• lrj To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W 'q E S N pw O N N tT rp 9k r 4k 0 5�c? M (1) r` r LL Lu w NJ N v a- o- of W a C J 0 Y U J L' Z z 0 o zL N VO' 0 O 4 m w 0 3 R 3 N V J - Q W N2�z J C) Z W Z N M � � O IL0 IL F=.. z 00 000 W M � N o O Z W N Z � Q J — L1 ll') N to a U s OW C (� l— rn U W J _ E m c4 z I.✓ U o 0o� s N O� o LY M M J J Z ¢ 5� h w z Q LL E N ¢ zo p Z a O V W z® C6 1--- f0 O C o � a a K 00 DO O z C a� ¢o [ w� m L < p Y W m O Z zw m J m < w z Z cn o go az W O wLL � m O J W W a 10 M zl< 00 3 N O LO LO, rn Q o — 00 � � M O � � Y � T- 0 N M • m L LO '• ' Cn Q� p N 0 LL N Vl (71 00 LO r Q 't CO r E c+') = o z CID E N CU a ;_ U _j 1cc Q a � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 .. -=...-.wuo.m.anW,�,«s.r�..a.wty ,ip "R .!',-. fil,�� mr "r: •iirye 5"�5 _.�.[#�Ylilt �W .. �Q61.�.-azza�L.,W L.,.Aiir :; .. _..1.�.��ire , .. -_...Q '.?: C7�„ m?'.7.11 r ���;t,;._ 3 v L0 v o- 0 .c N rh 0 J rn CID I M a LO L0 ID fn C) 00 KJ 0 Z, 1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUTx 1/4 SLAB 55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON V-6" 5'-7B" 6'-4$" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'- s" T-1$° REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY 15'-0" 01 71; w z U.N.O. VERIFY METER �� a A LOCATION WITH 3'-0" S3 BUILD- t H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r '1---, — -' �n op VERIFY LOCATION I 196.37' 4'-0" 12'-1" �W H•i ELECTRICAL PANEL BUILDER TO PROVIDE I (2) #5 REBAR VERTICALS w/ in FILLED CELL ( J ; ; ; : ; 2.6 APPLIANCE PROTECT ON ■; I ; : ; (: WHEN REQUIRED PER I • : FBC 354" 20'-6" (: LO I K - CD S3 o I J S3 r 2 -74" 4' 9" 4'-10" I I EDGE OF SLAB 2" I o `r ' I J BEYOND WALL CJ co i) "' 5'-3" 1'-10" 3'-6" I N •- cM A. (2) #5 REBAR I ra0 ::::::::::::: -_- 1 (- I I 95.91 , I r VERTICALS w/ in I — `r : I OPT. VN I I OPT, D 96.08' ih FILLED CELL ' 2'-6"x2'-6"X1'-0" FTG G W/ (3) #5 E.W. S3 r 1 � �._ ._ I (-� J I I;; � - - - - � L - - - - � I T-5" SLOP r � T-1„ (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" TYP @ 1 STORY ( N I ; ; AHU I I / In I W/ (3) #5'S E.W. U.N.O. A I S3 CC S3 FILLED CELL I - 00 S3 CJ i CJ r _ I :...... :. o W + 25'-10 2 1, ` % � ..... 9-5�2s' ........ : ■ 4 °' 2'-6"x2'-6"X1'-0" FTG ice/ W/ (3) #5 E.W. - I 6 �96.04' I L o i 3-1/2" MIN 3000 PSI CONC.� I S3 in LO INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO i i PROVIDE %2" x 9 %2' 10 (2) #5 REBAR VERTICALS w/ in FILLED CELL CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB I TYP ALL PLACES SHOWN @ COUNTY ONLY i i 3-1/2" MIN 2500 PSk(�ONC SLAB OVER 6 I;,VjSQUEEN � RECESS FOR FRT. POOR TOP OF PAVER 0 BE 4'-0" I 4'-4" 4'-6" � 96.37 FIN. 4" BELOW FIN. FLR. . ■ : ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BAWD Ek I ..::::::::::::::: ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 ii ::: ::::: :::::::. 1 ' ' ' L_ .............� ........... STEEL" i / 16'-10' —---,---- .12'-10" o 4'-0" �t STEPS AS".': REQUIRED PER FIELD I KITCHEN ISLAND ( i i� LOW WALLS nr='=='-r; , III I. III OPT. 1 ::::::::::::::.::::: 10"01 ' CONDITIONS ■ _ C _ _ _ _ _ _ _ _ I:: _J_ CJ- CJ - I ■ - - - I -- PROVIDE 1" RECESS i i __- - - - - - - - - - - -�_ _ I L(trt- -CiLu-REF. - -- - -----= _ __= = - - � � _ _ _ _ � CHASE TO ISLAND - - - ,� i i I " - - - TYP 1 @ — — r I � � IF FOR SGD. REFER TO i I �r III , , � f I STORY U,N.O. L I Ilr S3 MASON'S SLOPE FOR D.W. I IIIIII :. ; I} 1 A N ; N oo I M WIDTH LL=--��LJLJ�— J—SINK — :. I III oo S3 in 0I 96.04' S3 I 16-0" —z / DISP 2,_94" 6-10" I } 1 / lII' co 96.37' I .. �HVAC } i I I AC PAD i i� CHASE BASED ON LOCATION I I--- : ------- � --- -- --- y�� — —--------- ------------ }I I•f--- ----•—_� __—_—___—__ TYP @ 1 STORY H.B. U.N.O. A S3 -On - 5 -4., 1'-98" 3'-28', L 5'-0" L 5'-0" � 5'-10" � T-10" � 6'-0" L 6'-0" � T-10" L 2'-1064" �, T-1 FOUNDATION PLAN — ELEV—Al SCALE: %4'=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" fi:;= #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER 'y BAR ONE FOR EA. HORIZ. REBAR, TYP. �t.� .. U.N.O. *"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" + 6� co 0 Ck: CL. c � CO x cz Q � su E � •ics � a� „� CIP CZ-E, M O N ya5§i>i'9e,e 0 o`i P LE'v1 • b 05p DJ o P E 7 y Qj To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E Q O M S cm 4 r 1 N � r N N 0) v •7 L # 0) LO _ 0 tL') Co N # LL LL M cn�ti� M v w ' a a ccr)) —ern 13 ,n CL Z O � Z t N v £ _ o CU O o rr O m ¢ W (0 NLZ Z� 0M z uj O H �' o ❑oo Z W CD z N 0 o z N � z a v � o " { ••, V LU d U O u, o �to N � _ U) d c WOOLV W J75 ,- 8 _ U o • in,m �Q Q N Y N m O J w M J z z c E wo �a z o p � U o0 z z® oa f� R CL o 0o O r¢ O 0¢ (q <zz 0 °jz ��w cn ¢o I<< o�Zw 0 o& za� m v J .m ''<z a" ° �z z gz cn n �z w =3 WO p w< a0 zl¢ 0 3 O LL L V) m a 0 00 co MO 00 CT O /�\ W V / co LO r ,-a U) Q to M I N lco LO E 00 M z m z E (N E U tl Q 0 J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6 r - I _ _T.. — 7 I 1 - _ _. _r - 1 1 1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/s' EXP. 1 (24/6) or 1%32" EXP. 1 TILE: '%32' EXP. 1 (3�1'6) 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 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RS0S-03 10d (2'/z" 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. -rvo il)\ v+ a rn rn LO v 0 N rh O J rn 0 I N S a LO LO L Cn O Q co ir5 O J Cn N LO N tL 0 Cr 0 rn Yc L Q N N O a E N E 0 L. C7 J N GJ tz y U CS V N O d a a _o J IL 0 Ih 0 0 0 N O N M 0 Q W m v a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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) 518" ATR —" M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w'/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8.8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. M 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 wOf INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54" 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 CONT LEDGER .-A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: N'=1'-0" e*7 cv ev OO _ ,a -a r ao -o � ua a n a a ca4,� m H40 c ats w rm CL c m is � as iw. c E a v C> O N 0 ♦ • \ v•E r + V 1z Vv N w r •r ST,6, E CF ®�✓:.'k e tJ i A �BD��uitp�s 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. Mf W �E 20 04 a 000m 804 00 4 ci [V 0 C? en LL u_ i%i rn N M v 2525 0 o_ _ cNi LL 5 cn O Z J LL _� 0 0 Z c m 0 —o W0 0 (6N (_O.m J Q W05 Cjl - z W z N Cl) UGH LL �' O U ❑❑❑ Z W M Q Z N f7 O Q Z N z o � Q ti U) M � Z a 0 `o W U O W o N Ly N U w zt Q 0CD N o w M J z Q L.L Q E ¢ zo -o >N <N F= U oLL F� z® Cot0 i� wx 00 O¢za O OE z� di <W <wzm z Ww �ma o Y0OZw Wm2 Jrc'Sa <gzZ<$ zcnA N W m ¢� Fr O Qz w� �3 >0 �I a C z ¢TUB O C O 2 r / LO Of ca L 00 co :3 MO (N CT O Y , r (D CV M �T• m L LO U ¢I 0 co � O O L I_ Cy 0) 00 LO r Q M ,— M 00 o z W z U E N E d U J Q J JOB NO : 23-02469 SCALE : AS NOTED SHEET N0. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1B/1T8F40 1B/1T 8RF40OB11T 81`321B/1T FORM & GROUT SOLID o N W ' r J U #5 BAR CONT. 8F12-1 13/1T V' LINTEL DETAIL SCALE = N.T.S. � 6 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J FIJ 8F16- B/1T a ,6 Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cif precasfifntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR .(1)RETTOP MIN. (1) REQ'D 1/2"STEEL CLEAR ALTERNATE POWERS LINTEL d d O d 1!.M.U. d #5 REBAR AT TOP d` d GROUT MIN. (1) REQ'D - 1-1/2" CLEAR a d d a a �o m rr U)d _ C.M.U. 5 REBAR AT = - <w BOTTOM OF z F- U) w U OF LINTEL CAVITY r~n C6 o 0 -BOTTOM OXUOZ REINFORCING ¢ ¢ c7 M J LL Ir 7-5/8"ACTUAL PROVIDED IN LINTEL o Z j w ¢ _' O w 5 REBAR AT BOTTOK ' NOMINAL WIDTH (VARIES) v~i X d "? AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. S. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" td ev Op GL d a Q o ctim so' o W m m ca..c d ® rs U . m as 3 m U C N 0 CV tOb69�t?a�;�d ao ,� L.i: E VA- �0�.0� o r /5% ��'• rjE kv0 P w t� fir , rr •,��'.� o-•• STATE OF �, V O To the best of the Engineers knowledge, information and belief, the st ucturaI 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 vE S O litN CA #p}k A0 ,0 oo J 7 Lb W N u w M rnt`t`- a w fA m v a w - a Q J U_ U_ a N Z 0 O _ -� o 0 0 r mo o m ¢ m N co J m 05 U, W w Z N M Z U O F IL Z o ❑0❑ W Z N O O z C, z o a N ch �I wad 0 `o i--r LU u (� w OLLJ N O N � C� w m MEMO M E I I z� S L ro U o Q N I� W M -Z o Z U_ Q E zo oZ >N Z. N u z® F- ¢ �0 o t 00 Qro -¢oCO , Z (0 <o o Z "' tt� 75! C ¢ Z< m , ti O Z Z m� J .2 < ° <W ZZ zo m <� o J W < �_ ;O IIIIIIIIIIIII� CIOa� ZZI< 3 In tr Q 00 co 1E MO M r o m N Cal L0 � O "' N o I � o O T LL N 0') LO T_ T Q E M M c 00 o Z Z E N 0- U _ Q 0 J JOB NO : 23-02469 SCALE: AS NOTED SHEET NO. 8 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 ECEM D BER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY P F A ART O A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 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 (0.836 102). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 % INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2. 2. 4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL E 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEl 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: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + W L 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR 2 C-I-P CONCRETE NOT EXPOSED: 1 /z GROUT FILLED MASONRY: a/a" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.C. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4, 8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1,3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 Cincrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be ap�plied under all exterior concrete or grade within V-0" of the structure sidewalis. 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 control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. o- n � o00 � r N _ Ursa Q � mmw N C. d g- o-�� R d � la -- � o a � 0 M CV 0 N o o ee`��tlaililf,t�,a�' eeC P L.EI4! rf o ( n ` coNo PM 75 0 3 ' STA'i E �'',^ .,I �SZ' • a� R JFtSid`:5�3'1+ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W i �* E 0 N co8 � N r NcD 0 � N # LL 1.1 fA W ° a d � co w a�z v' JU_ 0 o -�i!a Z o O L M V 013 at Y� o w � M Lu W 0 a z rn� Z IL MZ Uco Z� 0 W Lu � OF N O U ❑17❑ Z W M � N 0 0 N z o� � J - N N z � U o u_ 4--1 cs� O o w �N c6 r- in U c w m E L U o • �. CO o rr co J ¢ W Z C cm c zo oz >N ¢R o z® H r0� o a oa ao 0o ° °zz Z <o Qom c� �� C',to 00 Z¢ m v � J U om a" aw �z O g o0 J O az W`� OD ao �- o w <� i° d' ZIa Q � N O > CD In 0 rn 0 F- i 00 j M CM C T U) m m _ LO T 4-J U Q O n N 0-) -0 Cc 0 �^ LL N 00 0") LO r < M T^ E c00Z M o m Z 0 E N w c a E o U j a Q p 0) JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING { CE: I —�1� ......... . `:::f.:..:.:.. 16GAxl-1\2" LONG (3/4"-1" CROWN 5'::::::::::.:.:.:.:.:.:::.::.:.:.:.:.::::::::. .... MAX.. STAPLES @ 6," O.C. VERT BETWEEN ..........:.. _ .... I 16GAxl-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS 4__ (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" `DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10"-0" TANK -LESS W/H H C G O O O 01 5'-0" _ STUB -OUT FOR O o _1GAS METER _ L)LO CV oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6A (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 718" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 314" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x gap 07 w CONT. #5 BAR -� FILL CELL STD. 90° HOOK STD. 90' HOOK r- BOND BEAM SIMPSC w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ Small gap }„ max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web flan connection. web -flange o 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor Cnlr rmn w/ In;0_q N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate i/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls -7 higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* —� Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI5000s® 9-112" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d 5- d BCI 6000se BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14 5-16d 5-16d 16" 6-16d 6-16d 1.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wail, provide 1-1 3/4" minimum bearing for each. I -Joist can be offset "" up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. k�� Provide adequate bearing for each lapped joist. Use 10dxT 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 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 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' Any 16"joist 8 11-91 1'-1" 11-21 1l 2" 1 T-3' 1'-3" 1'-7" 1'-11 • Z 4" 3, 2 12 T-9' 1,-1", 1"-2. 1-2". 1, 3. 1'-9 2-4" 2-11" 37"' 42" 4'-9" 6-4' 10 1"-0 1"_11. 1' 1 2,. 1' 7" 3'-2" 3-10'° 4- 6T''- 7-21 20 !' C) 1'-1" 1' 2" 1'2'" 2'-0" 3'-0" 4' -Q" 4"-10'" 6-11'" 6a 11" 71„ ' 1 S'-11" 24 1'-U' T-1" 1' 2" T3" 2-6' 377' 4-7 6-11Y' 7' 2" 8-4." 9-6' 10' 9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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.) — Nail with 10-10d nails. =1 I I={ I I=1(( 1= T�• Install tight to top flange. SLEEVE THRU STEM d A. ' . a. c SEE PLAN FOR °• ° . • FOUNDATION INFO a. a STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S GRADE a 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 NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. PLUMBING LINE PVC OR SCH40 SLEEVE /r_ PVC OR SCH40 SLEEVE PLUMBING LINE co Z • ° • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d A v ° a a a a -r B r Q SEE FND. PLN. SIZE & REINF. m cam, c® 0 o L C A C= 0- CO ® i y: N -� COV 3='dam _d �. �, C, ._ � 3 �o a C, M CV 0 CV 0 OriS{f6rG;lg41! ,r` `e EPd"`q -.0. STATE OF ♦ 0re '"...... .1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q N 'I E10 O R O N 4 N CD # O C � � 0 ao N M rnrZ LL w 0. a Q t7 0aW� ajrNiv o W co_ U d C7 'i-5 o@Mo a v oowF O_ _ IL z Z<N M ❑z ❑O ❑o OC) z N O — � o � N z o � J — r N z l 4-1 C!3 W m � V O—� un W o U 6 e U ) w ti o �< w M � � z Q E �o <� E O of oa N CL F 6 ¢ � �o ()o � o E �< ao oz �Z z a ao �W C/� z '2 mO zz z m °� m '< w 3 �� o 5a �w W m a� �3 J�S �O < I-Ir v w< R a0 _1 0 2 O = In >CD LO LO Q 0 L_ 00 co J M v J m m LO T � Q 0 co V� N CIO o r N LL N_ cr) O O T T-. r r CD CM E c (� _v M Z f0 z E N ij a ro c 12-U � Q CIO) JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SN 1 3 -o rn L0 0 ¢ N 0 0 I a LO 0 a 00 Pj 0 0 N 0 I rh LO 0 V cn Q YC_ L 3 H N N 0 a E 1.2 0 0 C N J N t7 rn U v U 0 o_ 0 0 0 r7 0 M 0 0 0 N 0 0 w a Q m v N V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER a SHINGLE ROOF, SHINGLES TO d ° BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 'I I I=1 I L=1K161 �J�ID3161-CLASS 12 F, IN- ACCORDANCE w/ TABLE "I=1 1=1 11=1 11=1 11=1 I I-1 11=1 1=1 11=1 I �_I (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) =1I II I III II I II IIIII Illl I IIIII I1=I IIllll ,I ++i I I _I�ITi=I I ICI 8 RESIDENTIAL INSULA ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL, W/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS - 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE;EXTEND W1.4XW1.4 WWF OR "FIBERMESH" _ DECO FINISH 4" to 6" BELOW GRADE , L - — 6 MIL VAPOR 00 BARRIER -I I ; D ' 4 I� g = I '0, 011= r COMP. SOIL. I I ° (COMPACTED TO 95% �I I MODIFIED PROCTOR III TTTTTTI Trf ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14,E O.H.D. RECESS PAVERS - /1 � z M M 60 T SEE A/S3 OR J/S6 —`Ii:1 1 1 ICI I i I, 11- FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 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 5/811x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY N 2x P.T. PLATE ASSUMED FINISHED GRADE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 13° BLOCK WALL BEYOND —t O.H.D. RECESS I_IIp, 1Tf— ...a � I I1=11 �• I I -III=1 I IE 41' L09 -III-I I ••� � • � � '. I=1 liilll P SEE A/S3 0R J/S6 J -III I I I I I I„I WIT I, I-, F,LU FOR REINF. INFO. 3" MIN. CLEARANCE V 4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8„OR 1/2 HIGH STRENGTH _� 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV.-0'-3 1/2" z 31/2" MIN. 3 1/2" MIN. A.F.F. �p o. ° ' p• —II - 4" - c , . y 00 00 3 1/2(min. -4 �_ ITS I -111 1 LF 1/2"(min..).. -4 - T _ -1 11=11-III' ( ) _ Tl ITI I I I I I=T��I-II I �II-, l �� �1TI-1 ITI= I I-111-I I ia -IZi =11=1 I -1 (2) #5 CONT. 4" 1,4„ " "' 8T (2) #5 CONT. 4 "'—' L�—�4 rT sr-rg„ U.N.O.U.N.O. MIN. MIN. TYPICAL BEARING WALL (cry STEP @ SHEARWALL C TYPICAL BEARING WALL STEP "SHEAR WALL" SCALE: 3/4"=V-0" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 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. \ \Ms N J / \ CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE u o � � D M _ p c. T FINISH GRADE °O � [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MILVAPOR BARRIER -T III P ° _rfI1=1I = -' T =� 1=• AAA R 1 7/8 —� TF i I"ll 1 T #5 REINFORCING BAR 051 AP SPI IrF COMP. SOIL. (COMPACTED TO I I I I • ° ® I �L 95% MODIFIED PROCTOR ASTM D1557) I I ��i� rTI I�rrr Imi"_r 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� INTERIOR a' -3 1/2" CONCRETE NAILS W 1 1/2 c EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c° e 60 - `•�' I I=1 T co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH a ' SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W C n a Uj �f=l I I = o � ° (2) #5 CONT. ON 3" CHAIRS 1/2"(min.)- 4" CC S3 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 0I——IT�- I I T T r (TYP.) 8" 1'-4" 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - ° �cj; AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN a — —� TOP OF BEAM _ - �r SEE ROOF PLAN FOR STRUCTURAL c — — _ —° v ° ° c �, ; a M C (2) HTS20 _� ,-T=�Il1=i� E 1— BEAM SIZE & CONNECTION INFO N �, T I a ' d 111I ( I _ . •. __ 1 II 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL >- w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE Es w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM � S3 SCALE: 3/4"=1'-0" SEE DETAIL 16/D1 FOR SEE SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS PORCH SILL COLATTACHMENTS AT 8" O.C. MASONRY WALL AND PAD FOOTING & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- ATTACHMENTS CELLSEXTEND FILL TO FOUNDATION PAD _§, -. z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING, i' ' w j SIZE VARIES PER PLAN MIN. #5 VERTICALS M w/ (2) 00 GRADE > FILLED SOLID (SEE PLAN FOR --- r o w SIZE AND REINFORCEMENT)LU z = • _ BRICK PAVERS or SLAB PER 00 " • • • • z „ COMMUNITY SPECS - - a 0-0 FIN. FLR./-& IV 01 0 00 CONC. PAD INFO. -0 FION TAPERED COLUMN FRAMINGi -- FOOTING BEYOND PAD REINFORCEMENT 3 MIN. CLEARANCE SEE SCHEDULE) ) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 rn c -i c®e 00 >e a. m a ci a e� a C­) � -o m yC a C «,Le cu, CL 59 o- o o N 0 N goo° P. LG.1 `:r;i• °�� • �"� • .Ido r P - 67 0 •� o .�, Sl A 1 E 0,F 'yf,gyp"". � ro rfaj Jjor,jBY1�^.4 o��b To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E S N 1--s M �0 N N _ 6 V N 0 t— ID N LL LL N �MvR u o- U, o. Q J LL LL a c7 Z Z _- 0 0 0 o CLL m v y9 o �" .6 m IN � Q �m U) C_ ' W w Z to 00 N Z a' 00 x M N U U7 I- o � ❑oo = W V M !9 z N g Z m N v� z o � a J _ N z C1 v 0 a .� U OL11 N Co yea W U 6z� H J E I ¢ 0 N I� o z w M M J m ¢ z � � z 4 � U- mE E 8 .0 �z QN Qa a 00 [moo �z w Z SFT o �l � � <z � '0 m J wm a ° ¢w 8 3 zz 0 U it a z WC) o m , <0 a� �- F3 a J Z Uj 0 � o zQ ° 0 CO = w N w LO ' 0 " 4i m ;o �..� CL � L- 00 co � M O Y r ]'2' o N M LO Cn ¢I O to N r IL N M 00 LO E E M _`� Z t6 z iri E N I E U a Q pca JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) Cm Q rn Lo 0 cn o a N rM 0 0 J N 0 Of N S rn LO 0 N O J 93 N 0 I M L LO 0 0 n 01 3 4 O i E N E o 0 2 r7 U vv U .o .s U J i rM 0 0 0 N 0 oo oo 0 0 w Q m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/8" 8" 7 518" 8" I I SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK ❑ ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)1Od TOENAILS T&B NAILS AT EACH STUD S E ' A R QD 2x BLOCKING @ MID POINT EVERY OTHR —STUD +++ +`' W/ (3) Od NAE S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - TRUSS BELOW IAI 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT A WALL . ❑ ❑ sN.T.S. S4 ❑ F111 ❑ 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 KB MASONRY LAYOUT D S4 SCALE: N.T.S. Sq KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° a ° d ° 8" STD. 90'HOOK g" 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 EE NOTES: ❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ❑3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL 4 \ Q LU T > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Odx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET r AGE R vvvn r rin%,rx W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-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 �--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C :-(T— YP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELD �r ? a 2x TOP PLATE r 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 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 SROWS 1 Od @ 3" O.C. (14 PLICE NAILS TOTAL) EA. SIDE OF . 48„ SPLICE STAGGERED Od @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ F= 2240 LBS �7�F SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —I 0 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. 1 & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE /— 2X BLOCKING 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 1 Old x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ( R� REV. 06.24.22 SCALE: N.T.S. c' ry ,o o W a- _ tL :s C, Q �—� H d t°� � I N .2!�. ZS. ? 3 ee . c+ CU -cr c � a u Q M N O N LP�;�Vrl���,`� •No P a •� • ♦ / i • W.: ✓✓✓"3/ 51 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a v �E o B N_ w � op 0 a)tnmo �oo, a a Z a oL LL a .2 (5 Y Z o �. t and o 0 7f6NCO m J Q Z Lo N Z Q 0W U 2 U w F z O U ❑[,]❑ W M z N M 0 0 z � N 4 J V) (D N M z v o U_ (z ° U O N V W p N co (ULn Rig r— rn v W J z V O w c iu Q N 0 o c cl , M z o w Z Q u_ `° o a- U zO g1 o z YZN Z as ZpE ►`� ry _ a o &� o u o Q o� �Z Z ra co @ m J aQ z �Z� mm �� mo ¢z F z op a0 W co T m LL 'o N~ a� �3 �6 J o w ;o v zla o 3 N O > 'D LO 6 I� L00 co 07 T vl m N m Lt. �,{ ) ate-+ Q (n ce N I O 0 r- rn -0 -0 LL 0) N 00 LO M r E -E M Z Z = N u) cu a 0 a Q 0 JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S4 _ Q L0 L0 0 O n a J N 0 N a Lo 7 Cr cn O .a N 0 J rn 0 I FM LD LD p� C CI Q 0 i 0 a 2 Q) E O 0 N 0 ti 0 ri- w �I U 0 a d v J N iy N N 0 0 0 a N O M ai O 0 w a 0 SIMPSON HGAM11 W/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) 11 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 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9�� BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS ATOR TACHED OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / Z 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 1Od & (2) 10d (NOT REQ'D WHEN / AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR t{2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE x , 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF N(2)AILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & O. 6O.C. EDGES AND 12" • AND 12" O.C. FIELD O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED --- THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH () MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2'x 8 "X BOLT @ 32" O.C. MINIMUM 6" FROM O.C, MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 ' 1/ " (2)16d NAILS WOOD TRUSSES �° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� �� (2) 2 x 4 LAMINATIONS W/ (1) ROW �� �� �� (3) 2 x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE , (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148' , L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 R OWS OF O/C w/(2)16d TRUSSES FROM TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS • ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA: x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB 5 DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB -/ SINGLE FFL" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10dNAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE`. N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD 14CJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL EXT. WALL CONK. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH BLOC IN 4" FASO/C 2x4 BLOCKING W/ 2X4 BLOCKING TOENAILS LL ' NON -LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. ��5� IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)10d x 0.131" TOENAILS EA, SIDE CONT. 2x4 #2 SYP w/ 1 Od X0.131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C %nrnnn -ror reoeo 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU EXT. WALL CONN. aNON - LOAD BEARING LOCATION UNEVEN CLG. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 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. 0 C'3 9�� CORNERJACK Y Q W z Cr U HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER .BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. :I�III i ill AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C . e o 'u N a 41. CLI a: C h i M O N o .s E87 ` m OF kj ;f` ss`s J.?j; Y'NJa yq 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. W Q d E S N O N� N ti v CO 0.. Z J LJl- z Z L ca O 19 _ M qoq am` W O� hCK) Q L m to J r Z "' mz�0� LILW cv O U DO❑ W CD M � N th o� Z CO QQN O Q J eL V).2 n N M a C2 W �r +-J V)Ln w 8 a _ c 'U -- s 3 L Qj y U oco �. N < 0 m m a w M M ¢ �o z g CO E O 4N rs o $7- o1z 1zcu Ze °a F_ n3 0 o o E r0 az wo az a� C10 !g 4 m g Fri 5 J ¢ a az �z o� R z go d MEN Vi o <o z m dz �F v oIQ 3 O N Ln LO rn cc cc W co MO CM 07 O T-- U) C\I M C7 i L0 4-1 QI p N o ca CD r LL N ` 0-) L / M r ILO ui E /�/� E 00 M z m z M CV U) o E C3 J Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 ,o L0 L a _ cn 00 0 J N O I N s Q a En 00 O N C, I M i L0 ar C-0 .n 5 0 Q N N 0 a ECIO E 0 s L a C LZ 0 v 0 UI i S2 _ Cn I i 0 v J N N O M 0 O N N 0 M 0 w LO v 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION MAX.8" DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO PRODUCT -; APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN, 1 X 4 / 1x4 C #5 REBAR (TYP,) 3/4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" ix4 P.T. 3/16"� X 3" LONG FURRING r FURRING 3-1/4" LONG X 3/16"� �, ';L FURRING (2) ROWS 3/16 x 3-1/2 '! ' #S REBAR 40 (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 400 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C.2-ROWS INTO 1 DETAIL 2" EDGE DIST, ATTACH TD. 90° HOOK -' 2x BAND JOIST W/ FACE NAIL 1 Od PER MANUFACTURE MASONRY THROUGH 1-1 �2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� DETAIL (TYP.) STD. 90^ @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" JOIST TYPICAL .. n APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" LJ x 3-1/2" TAPCON @ 16° 1x4 "� �' O.C. & 4" FROM EACH FURRING TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. NOTG ±2° @FIRST COURSE S!IMPSON HGAM1OKTA @ 12" O.C. 4" FROM EACH END w/ P.T. ATTACH SECOND PLY w/ 2x8 w/ 4 1/4x1 1/2" SDS SCREWS ( ) 2x P T AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 - INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3- I4�� DETAIL NOTCH WEB AT THE +5^ FIRST 2 COURSES BUILDOUT OVER SIDE DOOR -WINDOW ROUGH OPENINGS CC FoLED ELL PER FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A_A =1610 #FOR 2 STRAPS °. FILL 1st4 COURSES soup w/GRouT EMBEDMENT INTO BILK.) 1/4" MAX 2'-0" 8" m 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND a 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS01 SEE NOTE 1 BELOW 4 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d . 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45" DIAGONAL (4} 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE " ALUM DRIP EDGE INSIDE TO ALLOW FOR INSULATION BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE --- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. " ° ' , • 'e 1. �d. ..• . SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILSF (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CHANNEL,SS NAIL W/ 5/16" HEAD DIA. @ 24" O.C. . OVERRAN - CONNECT W/ 8d NAILS BRACE/BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT a . INSTALL WDW, SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP ' / RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE BLOCKING W/2-12dNAILS ( ) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH ** TYP. w/ 3-12d NAILS, ( ) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD NERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. OTE: FOR OV 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX: RAD. ARCH DETAIL J USE (1} SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11-011 51-011 SCALE: N.T.S. SS 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE CMU W/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x174" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN AlLf INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED 1 - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE >• > ,p B-B EMBEDMENT INTO K.) 1/4" MAX 2'-0 g" PER NAILING SCHEDULE ALL e' ' #5 BAR i e e P > STRUCTURAL SOFFIT �Q„ e 4 CENTE W/ g ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON , SFO 1 s H s ' INTOPRED ' BLKG. & BUCK 2X6 TO 2X4 H2.5Aw/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS '' e ' �' ' KNOCKOUT/ N n . i THE SOFFIT FL PA INSTALLATION CRITERIA 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d - NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING �- PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN - VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS - BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL .o e • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT z TO BE INSTALLED 2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" xoVF * e 2 STANDARD o 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - RHq DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. o 99 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + C' �FNOT (2)10d NAILS @ 8" O.C. N #5 BAR IN _ TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + TO TRUSS TOP CHORD FILLED CELL, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS 16" O.C. MAX. OR IF MASONRY @ + + + V - e , V e 's a 'Lo _ V ,, INSTALL WDW, SCREW N. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE 2 1/4" X 3112" TAPCONS AT 16" O + + PLYWOOD SHEATHING , ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. HIP. + + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE „ _ SCALE: 3/4 -1-0 TRUSS + REQUIRED TO + MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP . ®s SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °�®° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL.. SEE PLAN FOR SCHED. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER S1 1% DRILL 3/4"1 MIN. HOLE SET BAR IN D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL ENTER SO IT EPDXY CAP TO PREVENT LEAKAGE 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 PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4 -0) #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER g'_0" SCALE: 3/4" = V-0" SS O0 APPLY (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE — ° '° O A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o , SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR W a O6"5 REINFORCING AS FOLLOWS: `+ SEALANT _ I=III �I�I 1=TI=� 1/2" NAILS TO STUDS & (1) - MORE INFO " a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' L ''`< ' ° — — — — g _ L I I I II ImI I �T T�f fl� 5/8 DIA. ALL THREAD ROD " E- ¢ , #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ;.....:•,>:`:"::. .:...:'::'' ::,.- 6„MIN. LAP SPLICE W/ I_Tff c . .. .. u I I (=) I I—I� �� EPDXIEDW/ SIMPSON SET" -t � c� z — � � EXISTINGFOOTING (2} #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —III TI I— EPDXY MIN. 6 EMBEDMENT & \ Q _ cf)N FILLED CELL SMOOTH. DO NO FURROW. ° T I I=_� , I I I 3" MIN. EDGE DISTANCE IIHDRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE rl=1 I- SET BAR 1N EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C., ° Q REMAIN FREE OF MORTAR. z_ \ ' SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS1C �t 2 •' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL u (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. or SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION I \ RETROFIT FILLED CELL DETAIL REV. 07.28.21 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING �� K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = 1'-01, c� � 3 i 3 d C=11 cc a v CD oM .� e® 0 �r,EN�' , w vJ • p I o PE r/15. :"®> 'r: STA E 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 Flonda 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. c E S N a g N S N i- v i = '-0- N rnrr LL W W M v �m� W°_o_ Q � aco C, LL z -O O 0 Z mo 0 °� � o m i ;, 2, L-u ca Z N c7 z V O N o ❑o❑ W CD N t") W N z � � a N M V I � � v o LD)421 •u 0 LULn N ^ r y , = Y c13 °-- U pya m oil . r sonfi o o�i v Q N � a O co o w C c i_ Q ® wo O aF z� < R z0 �g Wo ®E p< g< CU CO g ¢ p w W L, W m c C az < O X mo of Z m W , �� Q W O Og Zz gO rn °LL az rn w 7„• m ¢o aE =- �� 0 4 E O ol< a= °3 o Q ` rr >(0 LOrn 12 .--. 00 CV CY) J C.?MG W L r • �I O co c) N -0 rn o Li? r < � M r 'c M Z ca Z (N T cc co E a U � Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VV/G-IVu�Lv I I\VVV YY L_LJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH i� PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� '--LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE =jhv "vigaTITIM 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COS T&BCF WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER PUSS HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FS A TEOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ V 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL 1��::�� MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN 'IMPSON HUC410 w/ (14) FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE =17 PAN FOR MORE VFO SEE FLOOR PAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/ON P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT (7� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A iF� A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER q CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 44. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2- SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON / L LUS26 2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" D.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—"' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS 'LU _Q Q Q N 3 cc .= G7 =�t? Co co = E o a v M N 0 N 0 LFi9ta®®she ch • V •No 3 50• i • JTAiE OF fpI°:Pd'atCli3'vCo 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. aC. p Q E LO e2� N Q M Co "Y U N N O co)g J C Y Cc , ���N�� a ai M ii o_ 0 U � o L t6 V O L 4-- JW2 m0: W 4 cc U0 cc OZ LOzUN Ch a F=- U Z O ❑�❑ W N M O � QQO Z O Q Q J — V) — N v o 1 ' LL T fn ° U o O vn w '2' w 1�1 J ai Into r— — E L U p N c . . QCD • N �� o 1< w M 01 z E zo q <� � 8 E 00 Qz wo w= �� 7 ¢o m� 0' Z m J <w 8 U' ¢'m o oLL gz Z 50. � W A 9 z mw �~ m �� J � J= W F � 0 sl< a ° �O 0 = y CO LOm L0 `L Q c� � 00 j CO Co 07 O O +, m 00 LO t— U) Q O (Al M � I co o O r LL N .Q rn o`o LO r Q It CIO E c Ch Z co z :300 E a E 0 � a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D 1 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 SEALANT AT 1)WI 4) SEALANT JOINT DOW UCK TO OUTSIDE EDGE OF s MASONRY WINDOW BUCK 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI,1 UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING NAILING FLANGE 1 2 8 SELF -ADHERED FLASHING HALF ROUND WINDOW 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 O# 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 r LrlonllVv SELF -ADHERED FLASHING DECK JOIST 1-L/'1VI IIIVV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING U SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z a W d U) W U W W 0 WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENINGIt SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1,1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAD OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN• water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - = inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Il 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED E ASPHALT 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 FLLAASHING,SEENGED ow FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �-� (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 VERTICALLY AMIFROM " RE DHESIVEASSHLEASE PAPER TOOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH ,HERED FLASHING 1 2 4 5 �Ia PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE I THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. --Iv . DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT VIENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing - Metal Flashing - Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all ' CID m C= a m x to QCN E B: Z = I= E a M 0 GV OD Q c7 r� co `, .z � y P3� STATE Cif= ; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W V E So UpOC. p N N V N LL # _-a0 tq LL IN 0 0 (q� r ° LL w 0co ° ii v w Q Mu_ a Z 0 Z 0 D t0cm8_ OR 13 00 7 �11c N (0 o0 g rJ ,ieef.,, V) G Z W --� r u, LL IL z N M z O O F Z 00 ❑❑❑ W M c�- N M 0 0 Z N --- N M N J�� a 0 �✓ O (L a--+ cts � uu � [' J _LU O o U) c �Ln -Y 0 ;u W 1- E in 0 ws O N c 0 ¢ S 0 co w co C? O Z g (O zo Zs CL Q E V OLL Fz Z 0 ❑a (Q H (6 Q 0 �� W K 00 o E a az rZ <o (/3 C Y of m� ~O 0 15 <� }w �w g (`fin 8- ?� m °< E �o a w az O O `4- w a zla 3 12 >(.0 L') a> m ,-.L0co Qco 00 00 00 Cr O CN Im m LO T_ QI O `n co � L -0 N - 00 LO E M r_ 00 o Z W �; E (N (o m E a d U 'a a) J 0 p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. WP Mounting Br Wts'(` 0 Gorge +1/2'X4"V2Ax2-12e 6 asingli ; #14 �If>Eati11{ilk AK� UNE BTttoln Edge (Tyr c,h 3 in front) Front Cross Support f,+iaY ° be cut tow) Self-t sk(�i Nuts{ r n et 41 Gtt J #14$elf-0011ing 5cr mThru Brackets BakCfoss 5tprr Iitn4AC Urft Bottom We E ' 3 t1 rri iTY� ��. each side for tJ_ pane use) .:ttiavlsaxtlataun 3aaaauuerias erg i*xanzhsira4.3::tds a�10 ):izv'snatae:iis Btacs. usrsed „�thug aa'ait#trle uptka lattaeCat. ( as win �P1T Florida Department of Business & Professional Regulation raged or Building Codes and Standards tznadozl PfoductA royal Application I Iication Detail PP r Code Entity or Psi- Data Date Pandlno pay`@ Tong Version Manufacturer Contact enolneor&Llosiisa Validated 8v YaNdauut awmirtod PBC-Approval ApprpyQq Status Afh-ation 2020 Smart Vent' Products Inc, Michael Giaham Hermes F, Norero P-E. :Locke Geed-P.E. 1VIS(2020 12f1er2020 12)2812020 App-d Category: Structural Components (677) 441 8368 FE 7377il _(n4)30Q-1WD Subcatogory::Product$ Introducedasa Resultof infoosmartvent.com New Technology Compliance Method, Evaluation Report :from'. Florida Registered Architect ora Lwonsed Florida Professional Engineer 'FIS'j2:RSPr�ducts - QhlalltY AssurancaA§_grauran,I" AooroUg�_for Usa ./ Use for Uproved for Use. 1. Design Sea It Produd�odetNumbar o��ma n Deserters jcu scri rs contract Expiration In HVHZ D u tsida Hry Resistant Pressure. 1 SmanVem Motlel#1540-510 Dual Function Flood a ad: Ventilation Vent 1 InO23 Yes Yes 'NIA 410OA100 2 Smad*rt Mooe141€40-511 Dual comet. Flood and V--tenon Vent i2J31/2023- Yes Yes NIA ti=_100. 3 SmarlVeM Mode1411540-.520 Insulated Flood Vent 12fMV2023 Yes Yes NIA +100f 1DO 4 SmedVe t del#1540.521' n Model s latest Flood a n u Vent 12r312023 Yes Yes N 1A +i 0 00 ❑ h1 5 SmanVent Motlel #1240-524 16&qud, Garage Door Flood Vent 12(312023 Yes Yes N1A N/A 6. ,SmanVelnt Model*1640-570 Wood Well Insulated Flood:Vent 1213112023 Yes Yes NIA' *10OA100` Smartyof Modol#154D574 14.5&quo1:.Garage Door Flood Vent IM112023 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards. Product Approval Application Detail Page 1 91 1A74/2021 Code e C� Q Eni1Nor rtt�: per$:: loans Pending �t m,1g' ,1 Varemy Manufaduter Contact EmmeN&LiCarrse Yalyde di BY Validated .. eubmigetl FBc A❑hroyal Aporoveid Status Ravisibn 2020 Drexel Metals, lnc- Jason Shumate Zachary 'e Locke 8w1 - .E. g / D/ 020 OWW2 62 2 02D 1 11 20 roved .. , . aN R- Pe st dap P 8 1 2 D2D o 0r2 0 ,320 Appr Category Roofing Moo 303-1 bit PE74021 (334)3001800 ffttbcategory:Metal Reeling )shumtegdmxmet.com ProtluM Model,Number or Name Product Desprlppon Co MaNExpiratiocDate Aporlowe for Use Aporeved for Use I.Daet esth. Sou.#:HVHZ Dutelde HVHZ Resistant Presstwo 1 Drexel Metes Scoring Systems DMC 106NS, DMC 15D58, 13MC 1755: 0MC2008, 12/312025 Yea No. NIA +o/ 18o DMC 5V Florida Department of Busiliess & Professional Regulation pa a2❑r4 Building Codes and Standards gre2D 3 Product Approval Application Detail T:+-:rt'- ^ate' ; ::.�• -..-�...-..„+. _ s ,. , � .,, �-. - .,,.. ..,„ .,,, „- . ,,:,.: ; Code _ Entity or galas Date Date sending one jygg: Version Monfourts, CU l.tel Emelpear d License validated By Isslime, submitted FBCAobrdval Approve d .status ReA.1- 2020 .: Thermo Tru Corporation Stave Jespefspn Lyndon F. Sctimitlt; P.E Ryan J.King, P.E. 0411BM21 12,3112020' 0422P2n21 OBOW021. d Mprcv'a Cat®lmay Exterior Doors 9800) 843.7928 PE-43409 (8131 TS7 8565 Subcategory: Swglging Edenor Door Assemblies alaspersonilithermatru;c . Compliance Method: Eveluatlon Report from a. on, - Florida Registered Arch t-It.1 a Licensed Fiends . Profeesioal Engineer _. Fiw 6S-R5Arid Qualav Aseurtmes A,M.d for Use Approved for use Imoxt Desion $gg-o:: PraduA Model: Hump Name Pmduct Deserintien Conhact:Ex❑ration ut Date mHVHi'. 0 side HVH2 t Aess aril Pressure 1 a Therma-Tru Fi pr-Claasm and Smgotn-Star 4 12M a 6 Nominal rib#39,8&qucllM"Ct&gUei: Opaque 122 Canp..Jm Edge Fiberglass Single Door No Yes 'Yes NI A 2 hThenna-Tru Fber-Ckssic.end Smooth -Star (Inswmgl0u[swmg:X confipuratlonl Nannal6&#39,6&quctlmpad&quit: Opaque 12(312025 Composite Edge Fiberglass single G=With No Yes Yes NIA 3 c Theme-Tru Fiber -Classic and Smooth -Star Sides tets) QnswmgfOutswing. XO, OXor OXG configa.fions) Nominal6)W3 8&gwtl past8quot, Opaque 'IZ3112025 No Yes Yes NIA -Cl sic a n d s 4 tl. Therma-Tru Fier as n. mmdi Star Nantnal 9&#3848quot:tmped&quell Opaque 1 0 6 12f3. 2, 26 Me Yes a yes N /A. Caigp 9 gia g Composite Ede Rber g es Single Door Ins>run LOutsai :col ura8 n 1 9 .X f o 1 g 9 5' e.Therma-Tru Finer -Classic antl Smooth -Slat Nominal 8&#39;0 &quot;lrnpact&qu❑t:Opaque. 12/3111025. No Yes Yes NtA. Canposite Edge Fiberglass Single Door with SidslMts7(ins ingKOuls ing XO. OX or OXO confgu at op ) 6 f.Therma-Tru Fiber -Classic and Smooth -Star Nani ei e8#39 O flood Imps t&quot Opaque 12t31R026 No Yes Yes N1A Corn , Posits Edge Fiberglass Double D.-Rh qr d t R"tas dnexingAOut-truj XX­ OXXO confgurali-i 7 :g Therma Tru. Fiher Classle and Smegth-Star Nensnaf 6$.#39.8 &goon Impact&quot, Glazed 17131120A No. Yes Yes N/A. Composite edge Fiberglass single Door (Inw,ing/out"Ing' X eofigureflm) 8 h, Therma-Tru Fl❑arvClasd sad Sm:on[h-Star Nominal 6&#398 amtImputila -Glazetl 'imil:2g26 N. Yes Yes N/A: Composite Edge Hcerglass Single Door`d'ith Sidelite(} ( Aln gs Ina,utmin XD OXpr OXO IO g configurational 9 I Therm-Tru:Fiber:Classic and smodh-star Nominal 68#39,8&quadmpaet&quot Glazed 121312026 No Yes Yes NIA Composite Edge Energies s Dou9 ble DX mat oe-h or ,sthout Smeltes Onsaingi=sin X or OX 0 - X cofigurat""' 14 ITheins-Tru Fiber Classic and Smooth -Stec Plummet:8&938;0 &quoClmpacl&quct, Glazed 12/3112026 No Yes. Yes NIA Composite Edge Fiberglass Single Door (Insainglbutswetg' X co igeration) 11 kThorina^Tru Fiber -Classic' and Smooth-ltaf Nominal8a#39O awetlmpaol&quol; Glazed 1?131J2026 No Yes Yes NIA, Composite Edge Fiberglass Single DowYAHh adoilsisl ri sagng/Out-Ing XO, OXor OXO corgunsitm 12 1. Therme-Tru Flber-Classic, and smooth -star Ncnimpil 88#39,08quottrnpad&qu0l; Glazed: IZO2026 No Bess Yes WA. Composite:Etl a Fh less D ode D.-ilh or 9 erg wlthout9ldelites(Inawinglbittsaing XXorOXXO ccanguratlon� ) 13 m The a-Tru licer-Classic and Smooth -Star 14 n. Thelma-Tru Flber-Claesicand Smooui-Star 15. aThemra-Tru Fiber -Classic and Smodb-Star. 16 p Therma-Tru Fiber Classic: and smooth -Star 17 q.Therma-Tre.Rber-Classfc: and Smooth -Star Molded Open Sidelite(s) (InawmWOureming: X0, OX or OXO eonfg lleliorrs): Nominal. 68#39,8 &quct;tmpad&quot, Opaque Ctxnposhe Edge Fiberglass Double Door Oth or 'Nth owl Gla2ad Molded Open Sided tea (hwing10utsrdng,XX or =0 Configurations) i MIJ2025 No 'Yes :Yes NIA 12/31121:26 No Yes Yes NIA 1WI12026 No 'Yes Yes NIA 1.21312026. No Yes Yes NIA:. 121312026 No Yes Yes NIA-: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approved Application Detail Pegs i or'1 1IN2021 ,.f...a xi � €,; " os�,r y �«� �o-.'• .�' �,-��r T. a ..,- sue,-. z y. .T:. t:'r- ` p�'"4... ; uw:t: x T,' 7�� 'c; .. � ?TaL„rru�2,, � .�..„ �'• 1x� x `'ud""„. - � � s `:...s r t � � T o'; �:"�., '.��`�`'" a ❑. e isipty or Date Data Date Pealdliiu Owe. Version. Manufacturer C.mjot Ertansar3License Validated BY V.1idemel subinittad. FeCA❑oroyal Approved .,4L1h Revision 2020 PGTlndustrles Jens Rosoveld Miami-Dade$CCO-C€R Miami -Dada S=-VAL 11/182020 1026r2020 1124A2020 Appnwed Caragory: F-11 (041) 064100 (7861315-2590 Subcategory: Sliding' Exterior Doo':Assemblies FosewsnQpptlndustllese Zmepiianca Methadi CedlgeellonMark-a Listing Om PL#4"s1-R30 PYoousfa Quality Assurance Aparavedfor Use Approved for. Use Impact Design. " son lb Pr❑tluctModal. Numberar Name Product Description contract Egrinath, Data In HVH2:. .Outside HVHZ Rtslatam Pressure. 3 :SGD-5$i0(Large M1sslle Impaitj 'Any! Sliding Olass Door 04/142021 Yes Yes Yes NI.,. w s - -. � w w .- # � ,a ",� •:-u � �+ # w' : e � #'# ' � w' ,. # 'w w # �: # ',« ill � a w # . w # # : � : � # t w w tl.. # Category/Subcategory _;..... a i' .. a . i..., Description Pro ` . w . 'ti. & iiia : EXTERIOR DOORS ,A. Fiber-Classic1. and Smooth -Star• !ACT), +670purries sf t -SWINGING Fiber -Classic and Smooth -Star (IMPACT) +67.0/-67,.0__p�1FMM Fiber -Classic and Smooth -Star (IMPACT) 13WIT, It +80.0/-80.0 Psf 'Pella Corporation e. n of AADG, Inc { ■ J ,J i ! A. SINGLE HUNG MI Window s and Doors FL17499.2 6 .tie Pella y :.. M Corporation Pella-10 Series FL16603 HORIZONTAL -Pella Pella Corporation 10 SlidingWindow !.. Series 5520 3 t Pella SeriesPella Corporation0 Series Flange Fixed u MI Windows. and Doorm Series, 5764 1 Series 3. PANEL WALL : James Hardie Building Prod. .r #: ra ng Solid and Vented Vinyl Soft FL15272.1-FL15272.2j' +75.0/45.0psf -' . Solid and Vented Aluminum Soffit +54.2/-54.2 psf 4. ROOFING PRODUCTSF- yr R a. Shingle Roof) 151b FeltUndedayment s 3 L • �- Plyglass USA, Inc. (1br Tile Roof) POLYS TICK TU MAX C. ROOFING FASTENERS D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents Loma ! e r Exahust Vent 131 # w t :. ROOFING 's SIIM� ■ ySri e1, : :w. � • *. � a. f 4 E. A. STORM : Products ..... Panels t I l _��All e.- Shutters i. Glass American # ,: . ,... Storm r six : y. Steel p COMPONENTS A. �'.. CONNECTORS/ ANCHORS ! Structural B TRUSS PLATES �# ♦ #lam II V i� .gar',. LUMBER ENGINEERED RimBoard, -', ! L: ,. 1M, NINT11411. 10rarl mraw-IRM High Strength- Concrete Lintels Florida Department of Business& Professional Regulation Paget of Building Codes and Standards 10.2022, Product Approval Application Detail Code ,onto re Datependiug . r � orsId Manufacture 'i contact Validated validated '+0 FBAD rVW AWE2vecl status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt. RE. Ryan J. King; P I- 07/2312020 07J12J2020 071290020 101130020 -Approved Category: Exterior Doors (800) 843-78M PE 43409 S13) 767-6555 SulaCategory: Swinging Exterior Door Assemblies s)aspersongthermstm:co compliance Method: Evaluation Report:: from a- m Florida Registered Architect or Licensed Florida Professionat Engineer P ilk F4r&d ua1lM Assurance ApproVedfar�Use Aporoyedfor.Use ImpactD ' Sao:9 Product Model. Num bar or Name Product. Description. ContraetExpuatrrm Date in HVHZ :Outside: HVHZ Resistant Pressure. i a Therma Tru Fiber-Ciassic and $month -Star Nominal 8&#398&quctlmpact&quct Opaque 1213f/2022 Composite Edge Fiberglass Single Door Yes Yes Yes N(A 2 _ :p Therma-Tru FlbervClasscand Smooth -Star Q nsvangll3utsw rig; X configuration) 1. Nominal 8&#398&quotirnpact&quoi3Opaque 1713112022: Composite Edge Fiberglass Single Door with Yes Yes Yes NIA 3 o Therma Tru Fiber£Iassoand Smooth -Star" Sidelte(s) (InsvwnglOutsWng XO, OX or OXO configurations) - Nom%r16&#39'8 8quot;impad&quot Opaque 1213112022 Composite Edge Fiberglass Double Door Wth or Sidehtes IngJOutswing, XX OXXO Yes :Yes Yes. NIA 4 -d Therma-Tru Flier-Classle and Smooth -Star Without (Is or configurations) Nominal 8&#99 0 &quct lmpad&quota Opaque IMI?2022 ccmpq ile Edge Fiberglass Single Door Yes Yes Yes NIA. 5 aThepti Fiber-131-mc.and Smooth -Star QnsvAng70utswing, X configuration) Nominal8&#39 D841uokimpavt&quot apaque I7131)2022 Composite Ed ga Fiberglass Single Doorwith XO, Yes, Yes. Yes NIA 6 f Therma-Tru Flber-Classic.and Smooth -Star adelite(s) (inswingl(7utsving OX or OXO configurations) Nominal Nominal8&YF3g 0 &gwtlmpad&quot Opaque 12/31t2022 Composite Edge Fiberglass Double Door with or without Sidelites(InsvdngJOutssnnng XXorOXXfl 'Yes. Yes Yes NfA 7 :g Tharma-Tru Fiber Ciassic'and Smooth -Star - conhguratmns) Nominal 6&#39;8 &quot lmpact&quot Glazed '123112022 Composite Edge Fiberglass Single Door Yes Yes Yes NfA 8 h Therma Tru Fiber Glassio-and Smooth -Star (Insyk9lOutswing; Xconfiguration) Nominal 0&939,8&quot;1mpad&quota Glazed 1213112022 Composite Edge Fiber glass Single Doorveith Yes Yes Yes NIA 9 i Therma TruFiDer-Classiu'and Smooth -star' adelte(s) (th.nW utawtng' X0, OX or OX0 confl uratons @ ) Nominal 6&#39,8 &quoGtmpad&quot:Glazed 12131/2022 Composite Edge Fiberglass OM bie Door with or XX. OXXO Yes_ Yes Yes NIA 10 j Therma-Tru:Fiber-Classic and Smooth -Star without Sidelites (Inewlrlg14llt5NAng or configurations) Nominal 8&#390&quotilmpact&quoi, Glazed 12P3v2022 Composite Edge Fiberglass Single Door Yes Yes. Yes NIA 11 k Tharma,Tru Flbar•Classle and Smooth•Star' 1-wi /O Xcpnfi uraton n9 tswin 9v 9 ) Nominal$&#3g,0 &quotlmpad&quot Glazed 127392022. Composite Edge Fiberglass Single Dmrvmth Yes: Yes. Yes" NIA 12 I. Therma-Trufiber-Olassic and Smooth -Star Sdelte(s) (ins*n9(0utswmg XO, OX or OXO. configurations) -. Nominal 8&#8g 0 &quot lmpad&quot;; Glazed 121312022 Composite Edge Fiberglass Double Door with or. XX 0)0(0 Yes Yes Yes N/A 13 rn Thermo -Thu Fiber-Ctaselc and Smooth -Star without Sidelitea,(lnswingJOutswing or configurations) Nominal8&#tS.6 &quecImpacAl uct;:Opaque 121312022 Composite Edge Fiberglass Single Oopr nritn &q.Z.Impact&quote Sidellta(s) Yes Yes Yes NfA 1.4 :n.Tnerma-Tru Fiber-Giasstoand Smooth -Star IlnsvdngfOutawing; XC, OX or OXO configurations) Nominal 6&#3<i,a &quot;lmpact&quot[Opaque 12131I2022 Composite Edge Fiberglass OOUWO Doorwith Yes Yes Yes NIA 15 t1 Therma-Tru Ffbar Olmsic end Smooth -Star &quot)Non-lmpad&quot'Sidelit'es (InsW nglOutsvung; OXXO configuration) Nominal8&#3fl,0 &quoOmpaot&quet: Opaque 1213112tT22 Composite Edge Fiberglass Single Door with &quotNon Impact&quot; Sidelite(s) Yes Yes Yes NIA 16 p Tnerma-Tru Fiber Classteand5mnoin-Star. InsW JOutswi -XO,' OXor OXOconf' urations ( rig n9. M ,) :0 homing l8&#39.0 &quot;lmpad&qua[;Opaque 12i311222 Coin oshe Edge e Fiberglass Double Door with p - Y as Yes Yes N/A _. - 17.. - q Therma T,u Fi ber-Classiq,and Smooth -Star &quet;Nrn-Impact&quota Sdalltes(Ine.Mng/Outsvring; OXXO configuration) Nominal 8&93R8 &quo,, Non.] mpact&quot Opaque 12131=22 Composite Edge Fiberglass Single poor 'Yes Yes No NIA 18 - r Thermal-Tru Fiber-Classic:and Sapoth-Star - (I nsvinglOutswing, X config milion) Nominal 8&#89.8 &quotNon-ImpecAquot Opaque- 12J3112022 Composite Edge Fiberglass Single Dobrwith "Yes. Yes No NIA 19 :a Therma-Tru Fiber -Classic and Smooth -Star SOWS(.) (InsWnglCtdsMng XO, OX or OXO configurations) Nominal 6&#39;$ &quot;Non-Impad&quot Opaque 1213112022 Composite Edge Fiberglass Double Door with or SIdeittes XX OXXO Yes Yes No NIA 20 -t Therma Tru Fiber -Classic and Smooth -Star vAthout (Inswing/Outswing, or comtguraticns) Nominal 6&#SRO &quctNon-Impact$quot; Opaque.. 1213112022 Composite Edge Fiberglass Single Door Yes: Yes- No WA 21 uTherma-Tru Fiber-ClassicandSmooth-Star - (InsynngJDutswing, X prof gura'hon) Nominal 8&090&quotNon-Impsct&quotOpaque 1.2I3112022 Composite Edge Fiberglass Single poor with 'Yes Yes No NIA 22 v. Therma Tru Fiber Classi-el Smooth -Soar Sldelte(s) (InewinglOutswing, XO, OX or OXO. conffouratidnal Nominal 8&939,0 &quct;Non-Impact&ggot, Opaque 12MI2022.' Composite Edge Fiberglass Double Door With or Ye:s.: Yes , No NIA: 23 :4ytThermaTruFlber-Classic and Smooth -Star " - wrth`out Sidelites (InswingJOutswing, XXar OXXO. config umtlons) NvmInal.8&#$98&qupkNonlmpad&quoi;Glazed 1215112022' Composite Edge Fiberglass Single Door Yes Yes No NIA 24 x Therma Tru Fiber-Classicand Smooth -Star (Ina ving1putswing, X configuration) Nominal 88i098 &quotNon-Impact&quol; Glazed 12/3112022 Composite Edge Fiberglass Single Door with Sldaite(s)(Inswing/Outswing XO OX OXO Yes Yes No NIA 25 :y.Therma-Tru Fiber -Classic and Smooth•Star' ' or .configurations) Nominal8&#398&quot;Non-Impact&quilt Glazed 12131J2D22 Composite Edge Fiberglass Double Door Wth or XX OXXO Yes.. Yes. No NIA 2&. z Therma Tru Pinar-Classlcantl Smooth -Star without Sidelites(InswingfOutswing or configurations) Naminel8 D up• on-im act uot•Giazed 1213112022 &#3g, &q t,N p aq , GomposiYa Edge Fibarglass Single Door Yes. Yes No NIA 27. za Therma-Tin Fiber Classiq and Smooth -Star (InsvvinglOutehing, X configuration). Nominal8&#39,0 &quat;Non Impact&punt; Owed 1213112022. Composite Edge Fiberglass engfe D0 with Yes e Yes es N. _ N(A 26 zb Therma-Tru Fiber -Class o and Smooth -Star Sidelts(a).(Insvvn9fOutswng XO, OX or OXO GDnfl orations g ) Nominal 8&#39,0 aquctNon-impact&quot Glazed 12J3112022 Yes. Yes No NfA Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Peas 1 of 2 W2g21 .`' d*a a v -�� �` H-YF4"t'�s "'�, �"4' ..�.;. �`Y./ ".:� _ �dw'- a z�-;Y�s�rc.•- Cod. Entity a Dig Data Date Pending ,"a Tv". Vnuori Manufadurar Coniaet' Enmrsar&Licame Valid-hadS` V.11"ad. Submitted FBCAoonmml. Approved Status Revislen 2920 MI Windows and Doors Brent Stiinger: .Luis Roberto Lomas Steven M. Ulrich, PE 1DN612o20 1t11082020. 101812(120 121152020- 'Approied Category: Exterior Doors i717)3%-3309 PE-62514 (717)317-8454' .. . Subcategory: Sliding Extela Door Assemblies bsdtin9e1#mi1d.00m Compllance:Method: Evaluation Report Irom a Florida Registered Pdchited or a Licensed Florida Professional Engineer r5332.RC-prtidur�{, .. Qu211ty AssuraiceAg rut es. AAppir �frov dfor Ups A ro -ff for Impgol Do", Se ;Product Model: Number or Ham Number or Nam prLroduct 4� tduct'R4 IltIR lii4n Om 4tractS act r�2LaSiorl yl�lott_p g In....HZ Outside HVHZ Reshtaia Pressure. 1- +SERIES 420 ALUMINUM SGD SERIES 420 ALU MINUM SGO OXO 12+31)2024 No Yes No -NA 145-3144uot,x80&quot NON REINFORCED - :SERIES 420ALVMINUMSoo SERIES 420 ALUMINUM SGD OX XO, XX 1231J2024 No Yes No NAA e6&qud,ir80&quof MOP! -REINFORCED 3 SERIES.420ALUMINUM'$GO REINFORCED. SERIES 420 ALUMINUM.SGD REINFORCED OX0 103112024 No Yes No MIA i45.314fyquot x96&pad; 4' SERIES 420ALUMINUM SODS REINFORCED. $EMES420ALUMIRUMSOD REINFORCED OK 12f31J2024 No Yes No NA XO, XX 96&quotx96&quot 5. SERIES 42CALUMINUM SGO FISWORCED. SERIES 420 ALUMINVM.60D REINFORCED XXX 12312024 No Yes No: NIA 143&quotx88&qua, Florida Department of Business & Professional Regulation Building Codes and Standards Product pin PP a ct Approval Application Detail Page 1 &2 11W2021 Emit, ar ian Data Sets Data PaIds- age yerstonManufacturer . IJQ"o Validated av validated Submitted neE `BC Aupxi ionrooad s_t3?ys-, Re+rision d 20Z0 4yayne•DaR adiv sin MO efi a D c core crnls John Cates: ynaK h E S Jam P Ameser P.E, 1 2 0 9/2020 1023f2020 ey QT1 12 20 002 _ 12/1512020 roved Approved Corporation (330)763'8121 PE-51737 (NQ 821-5200 Catag ry Eslerior Doors dkomishowayne daltgnc SubCategory- Sectional Exteror 0-Assemblies' om compliance E aluanrn Report frown a Fierce Registered Architect or a Lieansed Flonds protessional Engineer aPLN$`L4&1�[t Prdduots , ' ` OuaIAN Assurance A❑grayad for use A❑urpvad fin Use Impact. Pesian $049 Product Model. Number or Name: Product Descripton CDmract.Expiratlon Elaine It H..HVIIZ outside HVHZ Resistant Pr, essure 3. 8000/8100/820001105 9&#39, Maxa,idih 14429, Max height.,Gezing 12131 0023'No Yes Yes -31001-35.00 avelisbls in top or intermediate section. 1Q $ 0/820L1 i Q04181Q #1 23 16& &Max width 1+&#39 Max he t. gazin #3 9- 2 N. Yes 1 t31202$ Yes. +XOQ/-3350 available in top or mtonnetilatesadion. 71 60001$10DB200 #Slag 16&iF39','Max bndth 148fg9 Max helght.:Olaiing. 121312023 No Yes Yes +3440L3830 avaNabierIn top or intemiediateseatron. Florida Department of Business & Professional Regulation Page I or 1 Building Codes arid. Standards Iruaozl Product Approval Application Detail code Entity ar Pao Data Dais Pendina dui g 1 e: Yer=Ion Rlanufa Curer Contact. EnrnneeP&License Validated BV 11,11dted Submitted FBC A -, -I Approved status Revel.n 2020 cuml"Dvislcl, otAADG Inc.. Tom Ratty' .UL LLC Troy Bishop;P;E', 12 T2020 1210 V202d 'IW2112024 -Approved, Category: Exterior Doors t6411 494-28T3 19e4) 947-0880 Subcategory: Extedor DoorComponents Ian r.ft y('peeakabloy-cd Compliance Method: Cerlificaon Mark or -Listing n' ftaY41332.RE t+rpdusts .'. •.. '. Quality Assurance Aboroyed for Use Approved to, Use Impacl. Design, Seo#: Poduct Medal. Nu ha rName Propud Des lotmn Cpn[raM FaroSranon mate In HVHZ Durside HVHz RSSrstard Pressure 1 697 7Q7. 727 747, 757 777, and 6475ngi-rut Pairs 0 Flush Glazed and Louvered singla and Pairs of: 15ttxIn025 Yes Yes Yes N1A Doors hoflorcmetal doors. Florida Department of Business & Professional Regulation Page 1 er2 Building Codes and Standards I sine Product Approval Application Detail sa`sewr ,�r.H-�. •,.9��zz",u^z`+r ? s'� s"v .�*.. `�'. 'sue yr - - Coda EnhN. or name Date Data Pending Data T. a Version Manufacturer crated r,,e,er'&License validated Ek, Vahlbifisd Submitted FBC Aoomvat r A000vad status Revision 2020 MI Windows, and Doors BrotSitringer American Architectural Steven M. Union PE 1111712020 1 VI7M20 11,27/20,20 Approved Caregory:WndoWe. t717)3853300 Menuf tumsra: Assodtsdan (717)3178454: Subcategdy: Single Hung. bsltlingeromldtl- compllaneeMethod: Centreat. Me* a Listing Assurance AOpreyed fm'use AparoyadfdrUse' Umpoct Gesrnn SBG#:. Product Modeel, Number or Name Quality Product Doacrlotice Corneal Expiration Date In HVHZ Outside HVHi dt t Pressure. 2 185'SH 52x72 FiNFlange, Frame iGlSG Single Hung lofus120n Na Yes No +601$0. - Laminated Glass N 2 Q O 2 CIO Cn 4-0 •_ Co O c O 0 ^^ O is.- O W � ♦ C O CIO%'lam LL_ CU / - Cn .E -0 N Cn E L O art L �. F_ -0.� C�C/U� VJ tI= cc CJ y sow C LTV 6� tS O Ile CS 4Q .s.. N a. >y m 1m CO 68 Qa i > c-e L� Vs �- !� E fC O tj w�- Cn E W n' W V J O CL O U 0 W O s_ W G Q z z a J SHEET NO. PA 1.0. (3) (3) Florida Department of Business & Professional Regulation P.O. 6 of 9 Florida Department of Business & Professional Regulation NO. I a I Florida Department of Business & Professional Regulation Pagel ofi Florida Dope itment of Busness A Professional Regulation Pepsi d2 -0 > Building Codes and Standards 112512022 Building Codes and Standards Building Codes and Standards Building Codes and Standards vrnoi 2 Product Approval Application Dettall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CL (3) 0 r 0 _L rode Entity or Date Date Date p0mcl inia poke C5 Tomer Version Manufacturer Contact EnalmakerSILLIconfie 2211SIXILUX Validated Submitted FISDAcyroyal Approved startu Was, version manufacturer Enfity Scid, 90ARe loat, Ponsclims 9111A contact Statute 1.1-a Validated So Validated Submitted FOICApproval Appns�sd mm. code Tocer V,r5J- gnithror ue Date Date Pending Data C Validated W vaudartifid submitted FOICAnsproyal A,,,s,d slam Code ZY2A Verfilmr, Manufacturer firms, or 040 Data care Iswillina 2M Cwda.t vlidted 91 VA110,114 lierturrited F13CArsoness) Asor-cl Star- (D (3) Rovi.j­ 2020 Therrraa_Tn� Corporation St.- Jaspr- Lyndon P. Schmidt P. E Ryan J. King.. P.E. IOM7P2021 OWIEQ021 10/13/2021 IV15=21 App-ad Re�si- 2020 MI Wmd-ild Doors leantSistriger St-u M. union. RE 11/22=0 1 12212D29 IIQ&2020 APP-0 Cl) Category. Etterii Dow,s (800) B43-7628 PE-43409 (613) 767,6555 Affirmation 2020 PGTIndustrim J.,R-.ki 15CCO - CrR Wwri-D.d. BCCO - VAL IIMIZD20 1110&MN 11111/2020 Appr�d 2020 MI Vilmdows and Doors Brent stinger AmencenArcliftectural Steven M. Urich. RE 10MWM20 lofoof;!Uo luf1902020 APPmjed Calligoryo Window (717) 365-330a Manufacturers A-iiti.in j7l7)3lT.a454 Co -cu SUbCalteNry'. SWngi ng Exbonor Door Assemblies fijaspersion(tithermixtru.co ColusUory, Wndvj!s Single, (941) 486-000 (7416) 315-25M trosoorskift9dridustraiax Calegictryo Windows subcategory: Hammel Sid. (T1 7f 38"300 M-factursons A-eclatiess (?17)31F-8454 lbstlfing�r*_rnlonf- OubCategorryr. RXed bsItffngsrQmIwd­ (D Compliance Method: Eyaluation Reportfrome. al Florida Registered Architect Licensed Florida 8,MCtcg.,T- Hong Compliance MothW: CwdlcffUw Mark or Listing om Compliance Method: Codification Mark or Listing Compliance 111hiffinci Certification Mark Liting or a Professional Engineer 2 Ft#15351-RE Products FLO15US-RIA Products FU&0461-111 Produ A,,-, Asonsoad for Me Ancognewl for U, acGieflon, QUalltyAssurance Approved for Use Aw-ed for Use mustier Degran &aOMie9LL%.UU Annoyed foir U, linnact Doalm, QualityAssurfince Amr-c1fdrUse Apannovedforthisit Impact pesiw am# Product Model, latimber or Name Proklud Description Contract expiration Da's in HVIiz outside KVHZ flasistant Pressure Product Model. ember or h1wre Pduct N.,djud- in HVHZ oubskul. HVHZ Resistant Presto. m Product Model, Number or flame inHYKZ outside MVNZ Resistant Pressure 0 LL 8-4 Product Model, Num bar or Name Product Description Coritract Expiration Date in HVHZ Outside HVHZ Reshrtand prostitutes 2 SH5500 (Large russets kri Vkyl Single Hong Wndy 0V30J2025 yea NVA I HS I 40 Fir and range Frwos 7342 I -kh.sl Glass OVISY2024 No Y. No -55/-55 1 lespw 73 72 In.d.hl Glass 0410312023 No Y. No +M-60 - -4.- CU 1 Therma-Tru Filoe,Classio and Smooth -Star Nominal OU39:8 &quot,.Non-Impazt&quot Opeque 1213112022 Composite Edge Single No Yes No NIA La- 5 Clio > Fiberglass Door inswrill/Outswing; X 2 b. Therma-Tru Fliber-Classic and Smooth -Stair configuratim) Nominal 6&439;8 &qucCNon-Impact&quot% Opaque 1213112022 No yes No NtA 0 Composite Edge Fiberglass Single Dow�mth L_ Sidelite(s) (InswingtOutsrig; X0, OX crOXC .4., C�L cL 3 a Thermus-Trif Flisar-Classoand Smooth-Shiir Naminalft#89;8 &quciIN­-Impad&quot Opaque 12131/2022 Fiberglass Composite Edge Double Ooor Wth NO ye. No NJA or vAthoutSidelites (IneoinijlOutaosing: XXor O)O1O U) configurations) 4 d. Therma-Tru Fiber-Claussia and Smaoth-Star Nominal 7&09;0 aquot;Non-Impacd&quot Opaque 1213IM22 No Yea No NIA Composite Edge Fiberglass Single Dow a Therma-Tru Fiber -Classic and Smooth -Star (Inswrigloutswing; X configuration) NDmiml7&#39rG&quc��Non-InVacg&quot Opaque 12131/2022 No Yes No NIA Ccrnposta Edge Fiberglasor Single Doct wth adelies(is) ansoAng/Outa,smgi� XO. OX w OXO conNurations) 0 6 I. Therma-Tru Fluer-Clasak, stud Smooth -star Nominal B&#38;0&quoI;Nom_ImpacMquw; Opaque 1213112022 No yes No NIA Florida Department of Business Professional Regu Fallen PS. I bf I Florida Department of Business Professional Regulation P9e I f 1 Florida Department of Business Professional Regulation Pge 1 if Composite Edge Fiberglass Single Door Building Codes and Standards I&MI Building Codes and Standards IN= Build ng Codes and Stands rds 0=1 onswing/Oubsonmg;X configuration) 7 g. Therm.-Tru Filook-Cleasuo and 8rimorth-Star Norrusall 8&#30;0 8,quot;Nw,­hnpKMquot; Opaque 12/31 =22 No y No NA Composite Edge FibeglacasSing [a Dow with Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (I nawnglOutsmAng; XO, OX or QXO -Tru Fiber-Classio and Smath-Ster Nominal 89#39;0 &quotNon-I mpact8quot Opaque 12/31,2022 No ye. No NIA 8 h.Therma Compostta, Edge Fiberglass Double Dow vAth or Code Emit! QW. Me Vote Pondirso Rat code Entity Data Mt. Data Early Data Data Without SIdeftes. frhavArguoutseolieg; Xx or OXXO wnfigurations) Yoram Manufacturr Contact Intimicir & LhRa.. Ventured By validated rbift,d I'SC A,.,,l Airpro-d T­ Venralm Misrstriscuum Contact & Lt.,.. Validated So Validated sbmitted FBCA--,] Avpr,yd TV DO Version Manufacturor contact 15polnea Uce Valiated By validated S"Ittod FDC Approval Approved status 9 I. Thermai-Tru Pilber-Clamiso and Smooth -Star Nominal 6&#30:6&quot:Nw,­jmpmot&quot;, Glazed 1213112022 No Yes No NIA ITIM Affirmation 2020 PGT Industries J.na R.s.-ki Mlwrl�Dwus 13CCO - CGR lAwill-Dada BCCO - VAL I V05020 libS=0 1111112020 Appf"" R-iti- 2020 MI VVird.-ts.nd Door. BrontSitlinger Luls R Lomas. FIE St-n M. lunch. RE 10,08t2020 IV06nP20 10119/2920 1PJ15/2020 Appr-d Afflineedln, 2020 PGT Industries, J.ns R.s.-M Miand-owdia Bcco-'CER MI-I-Owli, BCCO - VAL 1 V05M20 11PW2020 1111112020 Approoed Composite Edge Fiberglass Single Door Category, W,ed.,-,s (041) 486-0100 (7U) 316-25M Category! Windows (717) 366-3300 PE-62514 (7175317-8454 Category: Wind.al. (941)486-010D (786) 315-2590 (InswingtOutswing; X wrififlunation) subcategory: Fixed jrcsoasklCisgulnuoustfliure Mullions "flingerarrowd.00rn, Subcategory: Miallions IncamsklOppinduamerix 10 J. Therma-Tru Fifiner-Classoard! Smooth -Star Nominal Glued 12/31f2022 Composite Edge Fiberlass Single Door Wth No Yes No NfA CompliancoMethodt Certification Mark Listing orn Courgilarce Method: Entuallon Report to. A Florida Registered Architect ora Licensed Florida Warned! C1,1H.H. Mark Liefingi om (I nsWing/Q.twAng; XO, OX or OXO neconfigurations) 11 k Therma-Tru Flimr-Classic and Smooth -Star Nominal 8M9:8&quot:Nw,Impact&quot; Glued 1213112022 No yet No NIA A,,,-d for Us, lm,,t FlAiSi51415 Products A--, Arnar ... d for Us, hRR.ywlrnUos iggififia Virung Composite Edge Fiberglassi Nubli, Door with or 41". Product Model. Nurriber . Maine Priednd Description Cerstract Expiration Date to HVflZ outide HVHZ Resistant pressure 40" Product ModeL Nuirtar or Name Product Descriptioii Copurapt Expiration Date it, livitz Outside HVH Resistant lare,seure VAthout Skieflites (Irria,fing/Outsosing. XX or OXXO 5 PW-5520 il-wips Miest. Impe,t) Vm,4 F-c! Wnd.w 043U2025 yes Y_ N/A ousting Assurance A,,,,,d for- Us, Ancroosid for u" ],,act Dow- I Mu Pons for All Dom an d Wnid� Akuninum Wears 05/26,2020 Yes yea Y" 1`11A configurations) S-11 Product Model. Number or Nam �dttEftgtkin Exrkdi,',_QAI in HVHz outside HVRZ Resistant P,-,, 12 L Therma-Tru Filber-Classic and Smooth -Star Nominal 7&#39;0 &quort;Nw,Imipad8quct Glazed 1213V2022 No yet No NIA 2 6704 on mullim 2P31)2024 No yes Yes N/A Composite Edge Fiberglifisai Door (I-MrIgiOutswirg; X configuatiol) 13 m. Therous-Trui Fiber-Classicand Srnooth�Shir Nonninal 7&Ai35);0 &quothlon-Impsoti1quot; Glazed 12131)2022 No yes No NIA Composite Edge Fiberglass Single Door ,ith Sidelite(s) (InewingtOutswrig; XO, OX ot OXO configurations) 14 n. Therma-7ru Fftbasr�Clkssslc and Smwth.Sasr Nominal a&#_AQ;0&quotNon_Impactaqucc, Glazed 12J31/2022 No yes No NIA Cornposlip, Edge I'llierglasisSingle Door (InswingtOuts,oling; X configuration) 15 o. Themna-7ro Fiber-ClassiQ and Smooth -Star Nominal 8&#39;0&quotNon­Impact&quot'GIazecI 1213112022 No Yes No NIA Composine Edge FiberglaosSingie Dori Sklifilite(s) (InswingfOulsrig; XC, OxwQXO configurations) Florida Department of Business Professional Regulation less, I of 1 Florida Department of BusIness & Professional Regulation Pot 2.f 2 Florida Department of Business & Professional Rogtilation ae5.T4 16 P. ThammeTru I'llser-Clirsale and Smooth -star Nominal 8&A*9;0 &quw;Non.Imp@ctBquot. Glazed 1213112022 Composite Edge Fiberglass Double Dow with or No yes No NIA Building Codes and Standards 1 W021 Building Codes and Standards Building Codes and Standards 30,023 Without $idelibm (InswinglOulasyng: XX or OXXO configuniflons) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LU 17 q. Thermia-Tru Filow-Clossik, and Smootlh�ftr Norninal 0&#39�88quotNw­-Inrpad&quot; Opaque 129112022 No yes No N/A ITransom Composite Edge Fiberglass Single Door Wth is I. Therma-Tru Fiber-Clasojo and Smooth -Star, (InsW rig,i0trowng; = configuration) Nominal 68#39;8&quot;Non­Impae1&qucC Opaque 1213112022 No Yes No NIA C949 enter Data Date Dals Pendlina Date Code entirly or Dole Date Per, Reading Cato Code Spitto or291 Dole Dece P,,dl- 11A. 19 Therma-Tru Fberu�lassi. and Strocrth-Sta, C-p-it. Edge Fiberglacia; Single D­ Wth and Tran.o. OIXO, OJOX or CYOXO configurations) Nominal 68JM;8 9quw;Nwl-Inpfis;t&quct Opaque W112022 No Version Martafeh.mar 2020 James Hardie Bulking Product. Irt, Category: Pl Wells Cnte EmAnsera U."ne. Validated fly, Validated submittad FBC Acsi Ava-wil 04" Chad Dleroks V. Andre, Ton John Southor, P.E. 04/0512021 12/1V2020 OVOW02i ding FMC Appr. (909) 545-8359 PE-SIM2 (352) 367-2526 rose Vwal- Manufacturer R.,Acl.. 2020 AJaId. Category- Pon el Walla contact Lie- Validated By Vllchlod Submitted FBC Awareal Approved figi Hick Thompson Lyndon F. Schmidt. P. E Ryan 1 King, P.E. 02J1542021 021156021 02=021 W312021 Apip-d (330) 922�2389 I-C-43409 (813) 787-6555 TV- Version Manufacturts, R.,A..n 2020 Catemor. Racing Contest & U-- Validated fily Validated Submitted FOC Accrues] Aus-ed Michael $fish RobortNionninen John W. Knezcvich, IRE 12119r2022 12117tA22 120112G22 02WI2023 Apploeed C6DD) 766-3411 PE-59166 (954) TT2-6224 1 Composite Edge riberglawSinle Debt with yes No NIA Subcategory: Sidnif h.d.di .. ksg-.hwd Subcategory; $.ffits nihompeon@rdaid.... Subcategory- Asphalt shigles Sideflibe(s) XO, OX or OXO Compliance Method: EYaNation poison from a aCwnple- Method: 2.al-tion Report filsm . Compliance Method: Evaluation Report from a Continuous Head and Sill cokigulatforts) Flrida Registered Architect orit Licensed Florida Fiords RilatereclAchitect ors, Licensed Florida Field. R.91tersdArchftesct Licensed Flord. 20 t Therroo-Tru Fiber-Clasake and Smooth -Stan, Nominal 8&#39;0 &quc(4Nor-I mquictl1quot Opaque 1213112022 No yals No WA Professional Engineer Engineer Engineer Composite Edge Fiberglass Single Door %wth Siclelitss(.) 11rutwinglOutsWrig. XO. OX or OXO FLA13119246 Products FLANS272-RS Products FU01181124,1133 21 u. Therma-Tru Fiber.Classic and Smooth -Star Continuous Head and Sit owdstraticins) Norrinsa I 68,939A Siquotblon-1 nricacAquot Quad 12131/2022 No yes No NJA Quality Assurance Ations for Use Amoroyist! for use Impact oselon Qualfts A,a- A-,-d Use, A-coodforlJoa actCtuallIvAssunince, Approved for Us Approved for us Imptiot Design Composite Edge Fiberglass Single Dow vAth sea 0 Product Model Number or Name Produot Dwaloths Contract Expiration Radit In HVHZ Outside HVHZ Resistant Pressure 9-44 Product Model, Numbarw Name Product Nscriptioii Ctrt F.Platlisr, us HVHZ outside HVHZ Resistant Pressure ta a Product Model. Number or N- Product 001101flon comw Expiration Don, In HVHZ outside Resistan Prossuist Sidelfibs(s) (InaWngfQutsusing. XQ, OX or OX0 1 C-piwk L.p Siting top sking 1MI12023 yes yea N/A NIA I a. &quo::2T&qi So* Vern or Sold Virryl Sort 12KIV2023 No Yes No NJA 1 QAF Asphalt Roof all triples for use In FBC, non-HVHZ Fiberglass relftforcod 34ab. laminated. 5-tab and I 211W2025 No Yes NIA NJA Continuous Head WW Sill configurations) 2 Harflefeliark Lisp Siding Iller-owneW top siding IMU2023 Y. Yet N/A NiA 2 b, &nuotAllance 7`48,quct: Sunnit Vent - Sold V" Sanft 12/31f2023 file yea No KIA ji.irloltIon, hip/rIdge 22 v. Thenrei Fiber-ClassiG and Smooth -Star Nominal ft"9:0aciLckNon-limpactilquot. Glazed 12/3112022 No Y­ No N/A 3 c. Squot:Grearlbrisir vintage Beadod&=soffit Vent or $did Vinyl Soffit 1213IR023 No yta No KJA Composite Edge Fiberglass Single Dow anth 4 d. &Qubt:D58seua; Sthi Vent or Solid Vinl Sofift 12MQ023 N. Y.. No NX SIdelli (Inawngfoutswrig. XG, OX or OXO Continuous Head and Sill wrifigurations) 5 . 0skAuod; Soffit V.t or Solid Vinyl Sony, 12)31?2023 No ya. No 1`11A 23 w. "herms-Tru FlIcar-Classic, and Smooth-Stfir Nominal U#30;8 aquotNon-IropactIlquat; Opaque 12131/2022 No Yes No NIA 0 I. Sethi Venus, Solid Vinyl Soffit 1213IQD2� No yet No NIA Composite Edge Fiberglass Door Panels Wth Vontsol 51delize(s) (I ns4noloulawing; XY, >= co XYM 24 x. Thwma-Tru Piber-Classic arid Smooth -Star configurations) Nominal 8MQ;0 Rquot'Non-Impact8quM Opaque 1213112022 No Yes No NJA Composts Edge Fiberglases Door Panels YAth Vertsd Sidelibie(s) (Inswifrg?Outswng:130� )Mor)O= 25 y. Thencrei-7rr. Filber-Cesslea! S-th-Star configurations) Nominal 6&*M:8&quot;Ncn-Impad1Rquo1c Glazed 1213112022 No Y- No NIA Composite Edge Fiberglass Cow Panual.vmwth Vented 00, Sidelite(s) (InswnglOutav� XX XXX or X>Q(X Florida Department of Business Professional Regulation page I of I Florida Department of Business & Professional Regulation Regal at Florida Departmert of Business & Professional Regulation Reject at 26 z Thermes-Tru Filo-Cl.,isi-ind Smkcsith-Star Nominal 8&939:0 &quotNon-Impact9quot, Glued 12131/2022 No yes No NIA Building Codes and Standards Building Codes and Standards Building Codes and Standards 79 Composite Edge Fiberglass Door Panels ,fth Vented < Sidelthe(s) VrismigiOutswing: X)� XXX or XXXX Product Approval AppliC ation Detail Product Approval Application Detail Product Approval Application Data 11 Q> 27 za. Therma-Tru Fiber-Classicarld5mooth-Star configurations) Nominal 6&#39;8 i%quothlon-Impactilquot. Glazed 12131/2C22 Composite Edge Filberglaess Single Dow with 381439,.0 No yees No NIA 114 Sidelite(s) XO, OX or OX0 owfigunallwis) Code 241 Data Due. sending RM Code lindly or 291, Doe care Pending 292 QQd. Entity or Date rA. Data Pending C7_ J= 2a zb, Therma-Tru Fiber -Classic: and mooth-Star Nominal 6"�E�8 SquMNcn4mpao1&quci Glazed 1213112022 No yes No NIA T-. Venal- Cwtcl Licarmunr Validated By vallsei Submitted Angtoyed 2111111. T�134 Version filar-fia,tuir Contat Enalhei, & LiParce Validatd EN Validated ftleittad FBC Aporoysil Aparoved status TV" V-1- Mufacturer Confuses Rughre. K U- Validtd SV V.11clated Submitted FIOC Appronsil Appro.j star- 423 = C' Composite Edge Fiberglass Dotible, Door with 0)0(0 R.,Isl.n 020 TAMKO Soloing Prculucts LLC Kord Edon R Wort Moroi John W. Knozolvich, RE 1=412020 OW912020 W/1212020 12115M20 Appn-d RWsion 2020 L.V. Thompson, lnc. dine Thornipson,%Y�hiftectiral Tony Chrldmao Zachary R. Piest Steven M. Urich. RE OSM7=20 09116,2020 DU27J2020 IV18f2020 Approved R.,4.m 2020 Flodda Metal Products Int. Clak,cre. James L. Sucker, P.E_Q Brwn M. Urleh. RE Or.27f2D20 09j2512020 10J042020 1211SM20 App-d - Qdegwy; Reefing (417) 624-6844 PE-591BB (054� 772-6224 MasiN Comps"YjAMCCY) 4B13) 248-3456 PS�74021 i7l7)317.8454 category: Reding f904) 7113 CBLICK F ltl7l 317 4100 .8454 &Z 2.9 go. Thenter-Tru and SmPoth-Stor Nominal BUSO;0 &quct,Ncm-Irrpssct6iquot, Glazed 1213112022 No you, No NJA ksm_,adon4glismilloccrin Category: Rocling Subcategory: that toan PF-31242 > ccotposibe Edge Fiberglass Single Dow�Wth $AiinD Compliance Method: Evaluation Report torn a SubCwanjoFyr� Reeling Accessorlea that are an Pntela R.Orgaytern Sidelke(s) (linsWriguOutsvoing; XO, OX or OX0 Fiends Registered or. Licensed Florida gal Part fth. Rooting System method; E,siluston Reponlrom R Comirsilssicishlothod; Evolvation Reirprtfroms, Fa�id. ReslateradAn,hit-to, . Licensed Fused. 30 zd. Thermus-Tru Pilbor-Cusissuo and Smooth-Stur Nominal 89#3Q;0&,quct;Nw­Impaat&quct; Glazed 1213112022 No Yale No NIA nineercompliance Florida Registered Architect ora Licensed Florida Professional Engineer Pool ... least nneerComposite E Edge Fiberglass Double Door with 2320-Ro terroluets 38939;0 Sidelines (I nsvAnglOutasumil; OXXO Qa2liti A -aft, A--dfruo Ausnesived for U, Inueet cesion Fwfi9lo.R3 Products 0 31 Therma-Tru Fiber-Cassic, Smooth-Stait configuration) 01-4 Pred,,igi Mdel. Number N.- Proiduct Deserlatia corhapt E01ral Date 1, HVHZ outside HVHZ Reistant QuallIvAssurancif Approyekil for Use Approvd for Use Immet caution ze. and Nounhoul 7&ft39;0&quoI;Nwl-Impsct&quot.. Shaker 1213V2022 eesComposite Edge Glazed Fiberglass Single NO Yes No NfA I TAMKO Rod Underlayments (HVHZ) F BC HVHZ OWS12023 Y. No NIA WA INA ZM9181212911111� �b- Me-- Cluallty Assurance Approwdil Approlned for Use liggligiLt Design P,,C,,t Contract Expiration Date I, HVHZ outside KVHZ Resistant prossuns Product Mnd&L Number w Maus 3 3- FLAMCO &qwt:RV 10 Ridge Varimcuot: Product Negription Data in HVHZ outside HvH4 Resistant P.m. Aluminum Ridge Vents for pitched roo,lb fabricated 1213IM24 No Yes No N/A Door voth or YAhout 1 &#39;2 Sidialite(s) OnsaWng/Outswing; X OX XO or OXO configurations) 2 TAMKO Root Underlayments �NDN-HVHZ) jullsoloticats. Roof undedayneents for use In F BC nw-HVI42 062812023 No Y.. NIA MIA 1 TAMCO Fla Top 01ILPIldge Vent with Santa for nic 20 :a. static rool'yordlidor battle QaM/2= y" Yes NIA WA from O.UY pjUrrinum jurisdictions, 2 TAMCo Go..ncckV.M 3 TAW0011-Ridooftei'Vent,111i Baltic, 26 L OW09/2026 No yes NIA 40i-52.5 26 go. staitio rovi'verifilidw with Integrated bal 0191MG26 Yes, yes NA WA 4 TAMC0 Round Top O"Idge Vert with Baffic, for Tile 26 ga. stage rocri'venifilialor with baffle 09109/2m yet yes NIA WA Florida Department of Business and Professional Regulation Florida Department of Business Professional Regulation piig.i ol'I Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation P."i off Building Codes and Standards V7*021 Building Codes find Standards W12021 Building Codes and Standards Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 11 Code emtv cars Ewe Dato Pending Qw. We Dte, Pwicgros Code ElAfty or Date Da- Dal, lRenclims Data FL#62WR31 1,= V-1- Mamufact,ow 2020 Losturn.. contct Ericuirlsor & UpOM Validated 0, Validated submitted! FBc A.wasai Antam status Ktrl. Jetty James L P�E. St- M. Ua. RE I i/231202D 11)23M20 llr,9/2020 ring FBC AM- Version M,nukft- Rems1w, 2D20 Boost R-fing c,mot Minre. 9 U-s Voildaked By vandated submitted FSC Arreireval Aproved SW- And- Rbin LAPNO Uniform Eaoluation GwyW.W.1kw I l,iO3/2D2a 111=20 1110-512020 Appr-d Tvise Version uC4m..t R"alon 2020 Gloosal Protection Producta, LLC. Moofthear 6, License Validated my Validated evespla FICARskoyal Approw $=a fire Robinson Walter A. TIfilt Jr. P.E. John W. Kniosevich. RE 09108M20 DM&202D 1MV2020 12M5M20 Appr-d code EnM or Date Date Date Piti Status Calegary, R.Rang (SDI) 983-6163 PE-31242 (717) 317-8454 ctpiry: Rcong (601) 3$0-6091 SerAm LLC. (205) 854-016D Category-- Shulta. (954) 689-7545 PE-44167 (954) 772-6224 .jypo Version Manufacturer Contact Revision 2020 POLYGLASS USA MauryAlpert, En near & Validated B _gL_ License John W Validated Submitted Pending Agproved Approved I Di`26=0 10f22J2020 FBC 1211512020 Suds"ostei Roofing AcEeaecrla� that wean Imaginal Partofthe RooffrupSystern Ccusipt- Method: Evel.dico Raped from . SulaCistripsirr. Roofing Tilas Method: Evalution, Report f- . Product E,ealuation Entilly RobinAnderearaberal.00 in 8bCt Str. Pwole Compillancs Method: Evaluation Report *am a in Category: Roofing S954233133OSmalpert@polyglass-com Robert Nieminen Knezevich, PE FlorictaRegisteredArchket�aLL�ns�dFloMa Florld. R.gltwedArdfilect Licensed Florlds Professional Engineer Subcategory: Underlayments PE-59168 (954) 772-6224 11/01/2021) Professional Enughwar FLA17202-RO Pnechicts Prodcts Ctuallty Assurance, Anter-IforUse Arcomisd for Use 113M Wit _F111,1150764016 Compliance Method: Quality Assurance Appved for Us. Approved for Use Impact Design Bad 0 Rceliuct Model. alumb- Na- 16 So rely - Shako Slate, Country Sao, Split Old English ouccontract Fountrallon Date HVHZ Ondirl, HVHZ Figelonot Pmarsuoa R.t P,rfil. D. C 0 121312020 N. Y., NIA WA go, Apou,"d to, Us, Evaluation Report from Pduct Mdel. N-biargr N- laouat Contract ExAljon LIAR 1, KVHZ, Outside HVKZ Rafinslait Prissa,uns 7h.toh &whp� Impact 22U Product 0 .... hvoll In Kvj4Z outside HVHZ ltacitstuafit lin-gres a Flatida Registered I Dsck-Air� DA-4 or TRI-Buill Dock -Air DA-4 Low Profile, Pc�prclsyfeev Plasiic, Roos Vent IV1012025 No No -07.51�is7.5 17 Sawy 600 - Veto Shake &ansp: Solt Shake Rt PoYll" Steelton L CA 12i3lP2020 No Yes N/A NIA 1 20 G,g. Rod Sloom Pw.IWHvHZ Corrugated Gaivanized Steel Storm Panels retained imino2a Yea Y.. Y. N/A Architect or a Licensed Me*hfinically Attached to Plywood Deck. 19 S.-Y 800 - Slot , Sh.k. scoop; Split Shinks, 9 Saucily 700 - Shl, Sletv Solt stake Flat Profile - Make, CA l2J3if202D No Y.' NIA NtA Fiat profile CA 1VIV202D No yes NIA NYA 2 24 Gage Galvanized Steel Olorn PamdWNHVHZ a not by tracks to pre,ride hurricane potection, Corrugated Golyanized Stool Storm Pamels reatrun! 12(31/2023 Yes Yes WA Florida Professional Engineer 2' a .. ra 700 - State &a.p; Split Snake 21 T.J., 121 ICU() Flt Profil. - R1.11.. CA No Y.s N(A NVA High Poit. - Katy, TX 2131 r2O2O No Y., NfA NJA or not Wracks to pirmide iturricame protection. FL#6269-R31 Products 26 Vill. Low Profile - Katy. TX 12r3l(202D No Y.. N/A NYA C_ Agpiroved for Use ApjnXil Lmpp_ct Derfin Le N Product Model, Number or Namse Product Descnriprtion contract EMpirialon In WHZ OultsideHorM Resistant Pressure U) onto 1 Polyglass Roof Underlayments Rooling underlayments 1012112= No Yes NIA +MIA/-622Z 1 PoWass Roof Undeftyrifients (HVHZ) Polyglass roof underlayments for use In FBCI2f23r2M Yes No NIA N/A HVHZjursdI.fl-s. > 2 Polyglass Roof Underlayments (nw-HVHZ) Polyglass rw underlayments, for use in I M ar2023 No FBC n.n-HVHZ jurisdidarfie. Yes NIA -WAI-022Z Co 0 1 Polyglass Roof Underlayments; MHZ) Polyglass roofunderlaymentsfor use in IFBC12`2312023 Yes No NVA NIA Florida Department of Business & Professional Regulation Pot I of I Florida Department of Business Professional Regulation IFlorida Department of Business Professional Regulation Page I al 2 14VHZ jurisdictions, Polyglass Roof UncIcilayments inon-HVHZ) Polyglass, hoof underlaynn art for use in 12J2312023 No Yes NIA -NIAI-622.5 Building Codes and Standards Ir'512022 Building Codes and Standards WrA21 Building Codes and Standards FBC nonr­HVHZ uricoProduct Approval Application Detail Product Approval Application Detail Product Approval Application Detail I Polygliss Roof Undedayments (HVHZ) Polyglass roof underlayrn erits for use In 1`5012123V2023 Yes HVHZ juridictions. No N/A N/A 2 Polyglass Roof Underlayments (non-HVHZp Polyglass rW underlaymansts, for use in 12/2312023 No FBC mun-HVI-1Zjurisdictions. yes NIA -NJAI-622.5 gs* T-0 Version Manufactima ontifty Data Pending DaW pit& Date Contact Efightfirer & License Valldistisol By Validated Submitted F13CAPPngQaI Approved status Code Version Mismufaclum Date Debt Entity or Data Care Militia Contact vitficti Validated Submitted about Code Dw. Me Penclito entity we Rat I Polyglass Roof Underlayments (HVHZ) Polyglass rooF underlayments for use In FSQi212312023 Yes HVHZ No NIA N/A Reviaim 2020 All American Shutters and G lass Mike Barbieri Frank L. Bormardo, RE Troy Bishop. P. 9. 1012812020 1011512020 11105/2020 121612020 Apprc,arl Im Revision 2D20 Alpine FBC A,,,,l A,,,,d Stuwt Lewis [CC Evifliudl­ LLC Williarn M. Ranieri, RE 108UA20 012V2020 IIA502D 1110M20 Appirwed -TYIM vrsin Manufacturer Revision 2DZ0 commercial cereals Produclenic, Contact El .... & License Validated W V,llplated Subtted FBc Acromwal ftumosd Sttus Robert 6111lis Samuel A, G .. riterg John Hoy 1211U2020 IWW020 l2QW2020 ding FBC Appr, 2 jurisdiclons. Polyglass Roof Underlayments, (nw-HVHZ) Polyglass rooF underlayments, for use in 1212312023 No Yes NIA -NIAI-622.5 Category: Shutters Subcategory; Storm Panels (561) 712-9882 PE�0046549 (954) 947-0880 mlkeb@al lamericanshutte Category: structural Cornponarts Subcategory; Tru. Rates; (321) 710-3377 (407) 681-1917 cistookirr. structural comp.R."' subcategory: Produces Introduced as a Relt .1 (61S)650-3707 PE-34245 052) 588-53i I F8C non­HVHZ jurisdictions. Compliance Method: EvaluationReportfrourns. Florida Reg Isterod Architect a Licensed Florida oom Compliance Method: E,so.tion Report ir- . Product E�Iuallon Entity N-T.Ohn.ogy or Professional Engineer FL01HOW Complain" Method: Evaluation Report frorn Force R,gI.twadMhifct or. Li.amed I'l.rid. Full 76139.R$ Prodgets EnneerA.- Approved for Usts AW-d for U. Impact Desilgir, -sag Prod got Model, Nwn bar or Nsurne QualityAssurair AwrovislfwUsa AarmosedfrLis Ifri Design Product Deac:rIption caritract Expiration oate In HVHZ Outside HVHZ Reeilstant Pressure 904 AF Product Model, Number or Me M I ITW 8CGAIpl. Higher Strength III 8..p: S) Product Despirlpflon Contract Estrillselon Data In HWZ outside HV"Z Resistant Passau Metal Connector plate I PJ5112024 Y_ yea NIA NIA FUNZ?44tisferod A.surart, Aurecored for Me Aist,swifilTorths, lar, fiect Desmin 1 24gs, C,arosinized Steel Stornn Panels 24ga C�husnized Steel Storm Panels 1X31/2022 yes yes yes N/A 2 ITW BMIAlose Hinge Plate Metal Co nectar Plate l2f3l/2024 yet yet NIA NIA 8-0 product Model. Nurnber fir turns Pmdmt Description Conaract Exeirallon Data in HVHZ outside HVH Resitant preassirr 3 ITH BCGMJM. T.I. 4 ITW BCG/Alpin. W­ metal connector Plate 12f3l/2024 yes Yea NIA NA Metal C-der Pit. i2f3i/2024 Y. Yes WA WA 1 Gushy Protest Comarrourchl Concrete Products Procter and Prestressed Concrete Untels =5RO24 N. yea NIA NIA U) ICU ca Florida Departnienit of Business& Professional Regulation Building Codes and Standards PageZ.1`2 3f&2023 Florida Deps irtment of Business & Professiona I Ragu lation page I oil Building Codes and Standards Florida Department of Business & Professional Regulation Page102 Building Codes a nd.Standa rds 90021 -0 Product Approval Application Detail Prod UC1 Approval Application Detail Product Approval Application Detail 29A Done Data Data Panel- lads, Entity or Date Date par. Pending 292 Code entity ofit Due 0.0 Finnegan Due Vaal- Manftua Contact EinkancerrILLIneM Validated By Waied submittd FIRCApp-oal Apose-d Sterile TV- Version Manufacturer correct V.11,bled so vellard" g�km�d F13C ARime,isd Star- To- V-10, Manufacturer Contact Enalmoscatisgers, validted W Validated submitted FDC ARR-1 A,,,- at*.. => Re,a.i. 2020 M.7.k Inc. Caitaiawry! lorucluesil corrim-wits Frin Walden ICC E-Wifti- S-A., LLC ICC Evaluation service. i952) tage-ams LLC. 01AY312023 1220r2022 01W2023 Apip-d Revision 2D20 wayeni-se, category, Stinuctural Corruporents Rob BatiMsin ICC E.W.U- Sndi., LLC I. Lhrer, P. E. 02)02M21 10MU2020 02KIN2021 Appreeed (253) 924-6476 (6Daii839-32U Robwt.BsId*m@wayerha Altuorstion 2020 Alpha Alunninurn. Inc. Panel Wells Jose saw Una R. Lomas even M. union. RE 111IU2020 IVI612D23 1 l)20a020 App-d (407) 5OF12005 PE-62614 I717) 317-8454 8.bCa1.g.rr. Trues Plat- Compliance Method: Evaluation Report from a (205) SN-9800 SbCsdg.,r. Enomeared Lmita, Carnipliarae Method: EtUation Report from a SWCisipary: S.111ts Z Pleoud entity Proc..1 E.Iualicri Entity Compliance Method: E,.1.0ton Report from, . Florida Registered Arhft=t or a Liewis- R.Hka Z F1.421MI.A10 Products FUR15274"I Products Erginew Qualltv Aser­4frtla, Arioncourd far Us, mission Quality Assurance Approved for Use Awroyinihs, U. Impact esgnFLAM 0644-10 Products AMA Product Model. Ntxrb.r or N- Product Description Ciurimset Eirwindi-Date In HVI-12 Outside HVH Resitant pre'suns 222A &.duA Model. Me.. Product Deserlotio Contract Eminalkan Data in HYRZ Outside HVH Isnusaur, Quality Assurance Arsertsyed fist- Use Approved for Use mumect Poster) I M10AHS I 8 ga. high strength truss connector plate i2J31r2024 yet yea NIA PYA 1 LVL I.-min,el Vnser-L-low 03MJ2023 No yes N/A NIA a-- Product Model Numb, blemn, Product 09scriptiorl Exalrallisn Date in 14VHZ HVHZ Resistant P-swir 2 MIGSHS 1 6 go, super h Igh strength truss c0runiaCter Platt 12131P2024 Yes Yes NIA NJA 2 Pnels. PSL Tiriber-Sirnri LSL I 11 $trend Lumber 0213112023 No Y. N/A N/A Laftnined Strad Luirbeir 0$13U2023 No Yet NfA N/A I Alpha Aummum send gamp:Vdrred Alummum.9offill Alpha Aluminum solid &amp; Vented Aluminum o7t=023 No Y. No WA 3 4 Mil is MITI 8HS I 6 go. tw. connector plate IV310024 18 ge- hi ph strength truss cori or Plate 1213112024 yes, Yes yes, Yes fl fA N/A NJA NIA TJ Rim Board tnucturol Compoure Lumber or arented Smand OW)2G23 No y" NfA NIA CMU tsump; Wood sffit/ CMU Umip; wood SHEET NO. 5 MT20HS 20 g.. high strength -rector o.te 12)31QO24 yes yea NIA NIA board Rim Board 5 Waywhe euser Ruh Board oriented Strand Board Rim Board OSMIJ2023 No Y.� N/A N/A a TLI5. M"I'16 log.. 12)31QO24 Y. Yes NfA NYA 7 TUD, MT20 20 go. trues 0.1'� 1031QO24 Yea Y. NIA WA March 6, 2023 I PA 1.1 N � Florida Department of Business & Professional Regulation Pew 1 of et Florida Department of Business & Plo%sslonal Regulation Paget m i Aorida Departinent of Business & Professional Regulation Pagel Oil Florida Department of Baldness & Professional Reguation Pagel er i Building Codes and Standards ana2a2s Building (lodes andStalddards 6110=2 Building Codes and Standards anezm2 BuNding Codes and Standards en4rm2 C/) U Product Approval Application Detail Product approval Application Detail Product Approval Appltcatiaet Detail Product Approval Application Detail0 Stl2d! Entldrer O$ Dawrimirtu Cn Od. cok Islawar-: 4YLl DCIW Dab411eM9a Ow.' Sd116. Eetibar 2& :-Di$ 'WbPnMaa gga TM Wmbn Manlbtta r cards Endowtaucteeme A0,111bd ar Ptl! W� abmifetl FINCAeeroval Aoerowd Tllvo WNba 111aaO6dumr aarH,d. Enskma&Lbeme WIki Weil li&i swew1* s FBCA0wvrsl Anamwtl slit* TV00 1*mWoin Ni-obaluree gnMyg Eednnfd Liows Valwow 6r W1640 9alminad FRO AOere+rel Approved Q TTii Wnolon Man06ekur4or a@-Imt rm1-Pr:J,LIg—a Valldelad BR Yalldaid gbw P6CAddrwd Approved 1110,10% cu —0 ,(mod � Alliteration 20Z0 Pop Corporation Cabgay Wndc" Joe Hayden Sandl Wlydow and Door James L BU&nor, P_E a Rob"" MerwlecbnerAaorJMiOn cau0c rMheadrg 0T210020 OV1412020 OTJ20=0 Approved "Inds ted 2026 Fob Corporation Caippp. Wind— ka Hayden SXndl WlndoW and Door T.E. LUmr,. PE. LLC Robinson Manuk9tuwAaodoOon W)a2&e455 O'R'14120M 0711412020 OTGMY020 Apprmed All".s n 2020 Polls Corporation Caursorr Windows Joe Hsydod Same WrdOW fmd Deor James L Sudmeq, P.E. O Roalaorl MenUfacOUnerAs.MobtlOn CBUCKEnglneenrg 0771412020 07114(2020 MUDt20g0 Appmud AXrmaden 20M peat eorponebm C►Naorr.. Wlncom Joe Hayden 3alxtl wdrreasd,da4ar T.E. LU.% PE, LLC 0711412020 O7n412020 0712212020 Approved- Robinson PE-44135 (wil)825.8445 . (�' /1W♦� rn 6ubG*"Weimi S@ Huns (811)621�096 @V)401419V aubCah W.. 8lrlgk Hung (1T41)w4f096 aubMftar. Find (641)� -Gases (551)4gl499 switic ee4rX Fixed M41)621-M ,tea vJ -♦� CIO CpnpdiaaN Method: Certlacetion Mark Or Elating. peasplOdla;fapRrOrel®pe' Ile.wm Uampamaaa Wdbod: CarttaaWlon Mark or Ustlng. pellagroduoNpproyal�po Iis.asm Caapfmnm m$t wd: Cortiaprtion Mark or Lis" paNeproduemip pprorse Mace. coreplianoe ill~Eaaluaemr Report from FlodchaftlaleadAmhpotura Umnsed Florida pellapdlxdap op-* pe lh— cu v 1 Professional Engineer .... F } el2abaePmdrMb Pmtlua MadN.Nuwfeaar Nam. farrelieliAmrroem •... Product Maddmiae CarmaFxairatna Oars A eawodia use Aearawd'Rx .i^X11VIY dulardnHN12 Use I..: .�e1 iMlrNa lt�l. Mod•I.Nuaharar Nam. JiIM9gr3NIMnN CrnkmekE rarrakhry Dsia S aerawed vet use Aeerewes InHLHt onr.knHuala bUee .. Peautaai: niaget tbiu9. �p4�. Pradud M d.Munha: at Nam. 4!! hoduelMrdaifat CererttreFalra oau. Aemewed hrLe. E Aaemrrdaw Ur oabMa HVHY Jyyy I a 1taMa0 �Magla �• :: .. i. : `. . DmnaAaieaame la she Aootaesd ra ilea m t�01 4affia0 L.L ,�Q l Vra�tum deg Product -meow Pratllwa0..addian �yly� PrWaet Model. Manbar Norma PrWuaaOawdetlon Codhaor-alirykken Dab in HVHZ OuesNs HVHZ Resieb,H Pdgmdr � 1 4 High n9 Una Sedge 106 HI Perramande$I. le Hu N SI le Hun Window k72 Ml7(2027 lyl rig 9 ( h No Yea No +a0r•a0 1 Peae1 Sorlm Single Hun 0 g g WI W.90'Mn ]N.Mro Sin le Hung sill"12eg2 ir Pao( g 9 'Nor Yea No +40M1i 1 Sane-i0ra VI MAW Wri(ap' X 76'} OA1512922 nyt No Yes No +216.Yp me" or Nora Yoa No NIA O L � $erIK1N20 Hl�t PiAOrllianma Single Hung Vbyl High PfnPrlrlanm Single Hung Twin o612il2027 ND Yes No +50f-59 2 palls 10 Sedge Singis Hung Wlndar 54'xa0'Vinyi NOn;lmpatl angle Hung WlRlow, p7r06121122 No Yore He +46(-49 2 Seniors 1M20 VIrry1.6x+d Window (100'X64') O7nbf2022 No Yes No i2�� 1 10 Series FlangeFlxeo 10 Bonn 1Y1'Flenge Flxetl WlndaN CS12df2031 � }a ICU 3 Rung Cetrpwae(7?xaS117'} a Pelbtaariessingle Hung Window SC ` Vkyd Norr.Impectainges Hang mraos OT109(2442 NerApad ND Yes Yc NO Nr +6o1-w +Od.60 3 SaMa14iY0 Vim Fgetl WtrdpW.(60'x60'} 07%6t2�2 NP Yoe No y- O Sahs10w20a1reifo %" Sbgls HUM Triple OwnpWlte(lOr x72'1. 06115r2027 No Yes Nor +400-0 4 4 Peas lO Bonn Single Hung Wndow 46' x77 kgmy Single Nurp Window OTAMM027 No FLfYaa.R18 PmJretr '.: - -- ♦/1 O v� Tt 5 8wlm1020SIrg1a Hurg Hryi Slrgb Hwg Triple Composite Oor.53-In OMr2OM= No Yes No +361iw a Pete lO Series aim& Hung Window 36' x62' Uryl Non4mpaot Shoo Hung Window OBF9212o21 No Yea Yea No +Sa'-M •` E /^T)' O 6 asnesl(EKSIrgle Hung VITA WMIR Hung Twin Composite(95.3'x M.31 0M13ri02T NO Yes NO +35y35 6 Pass lO Series Single Hung Window 34 x 77 UNA Nolimpact SIg1*Hung Window 0710912022 NO Yea No 4fos 0 OmObAeeeraem Aaemwadfa Uee Dbesim W L W L Sala 10120 ate Hurg Vlrry4 Slrgle Hung 7wln Composite Vex ba5') WM64=17 NO Yea No +39:35 7 Pep 10 agrees single Hung WndOaw 52-176'x90'Vkryl Non-Impad alrpleHog Window IW17p023 No Nor +O[NW �E Product Malel.Nuwha at same PrWmtonedaian CaakaokEaeiraihn Oda In X4XZ Gubide liVNZ ft9�gi '^ .{,�I CD L.i T 5 Ba1m 1=0 BItgb Hung Soda 10.2051tgle Hung Mlryl Bing(s Hung TripleCodapoedpe [109'x -5') OW160027 VIrcy4 single XM9 Wiritldw(B X72') 06117r2027 No No Yea Yee No No +$&.% +39139 aalnfim6a•Ra Pmdlrcla, ., ... ;: ., " 1 Sens 1412o wrry4 trod Wmbw (90'x76'} O7a1519i124 No Yes Nj +256.2,9 .� v, /�T� (''' O ♦y �� s Same Ime Salle Hung Vlrrylallle Hung WlndOw(4s'X60-1(2) OW130CI27 No Yes Nil +381-3a � � Far u..: Aeerew.a rnvr ., 'gaygp 2 Swim t ".. N - Wndtm l0s':X64' 07l13r2024 Nor Fin ( } No No. 'tea yes Nr. W. +2y.25 +9C'-00 + '}a � � Q 1It senea IU20 SIMIRHunlg MMA single Hung Window 130' x69.1.7) 06H60027 No yes No +2N-39 �E Product Model. Mutbee at them yaYllO[ea/g�fd Cootmeat6aeimaira Oetie 140°ra'ree MHVN2 oubeda NO J� Rmitoof Wgyg® 3 sees 1(Y20: Iwo Vlpyl.FixW Wind" (e0'x90'1 01n612021 � .� 11 Sales 1012081r411. Hurl Mrpe Bingle Hog Whdow[46' x 84') W1772027 No Yee: 'No +3". 12 Bala 102o SIMIS Hung Moro Slrgb Hung Window x 721) MI&2027 No Yea No +35'-w 1 tabs lO Sweas Single Hung Wndow 3V x9D' Mnyi Non•Impnot Single Hung Window 0224023 No Yea No +40i-40 13 Ssdwt02031rgb Hung VIrr4 Single Hung Twin CompaeltsfWX 51r) 06mar10'27 No Yes. fb +2546 2 Palo tO Saki Single Hung Window a4'xS0' Viny[ Nor,hipaM Single Hung Window 06109=3 No Yaks No +4545 14 15 Sales 1020 Single Hung Sedge l= alrgle Hung Nnyl Sigle Hung Turn COmipoel(f:(N.6'X$3.yry 06117=27 Vkyl.9bgle Hung lwln Compos0 06n7/1027 No NO Yes Yes No No +35J39 a 4 Pale lO Swim Single Hung vilmove, Pep ID Sarkis Single Hung Wrdow 54'. SrVlryd Non-ImpactSJngb King WkWma 0 09a202a 3a'x Sr Mny1 NmFbnpaot Single Hung Wndow t6r220M No No Yes Y" No N7 +61*60 +ear•S5 16 Series ttw7o Slrgb.HurB VrR r2.) Vsy4 Single Hung 7Wn Compo•Os (7Tx>z1 o6n6a2�7 NO Yes No +40W0 5 Pegs 10 Berfas Bingle Hung Window 52-18'x110"VLW: Non-Inpad Saga HUMWlydkw IOM7f2023 No Ya No +� 17 SWIG$ ORO Sire,. NUM Wryl Fixed With Single Hung Flankera(103 x 7T) '10106r2021 No Yes Pb +30r-3D :FLIn1>b&Rt1P'retlaaab _. Jgy�l(g A,—*d fv Ure Amenod Few Use low is §bag Pradod Model. Nunbarar Name: Padres Meadmian CarnakExeimtbn Oab In HVHI OubMn HIM Breslow t Prraudr 1 150 Samoa orThermsmat or Enoompasa OrAYaptl High PerformanceS0lgla Hung - Until No Performance Single Hung (42^ x7r) 01712027 No Yen No. +W0 w 2 ISO Market orTharmilara Emorpaw WAwantl High VIV Hie Performance Singb Hung Twln awla02T NO Yea No +0160 Perfarrmanoa Single Hung CgrrpOyma[f2.x8&1(Cj 3 1SO Sedan orTh4rmsalsratEneompees arAwaltl Single Veyl 6dgle Hlag Triple Compmlh(16gr x77) 05115t=7 No Yes No +4040 Hung 4 180 Bona :OrThermaslr a Encornpaae orAvail Single Vlrel Salle Hog TrIoeComposlu (106' xSLS') 081 No Yee No +3N 36 Hung Florida Department of Business & Professional Regulation %Get dl Florida Department of Butalr e s & Professional Regulation Paget oft Flalida Departinerlt of Business & Professional Regulation Pe01 a 2 Building Codm and Standards ana4o22 Budding Codes and Standards I Building Codes and Standards endr2m2 Product Approval Application Detail Product Appro"I Applicatalon Detail Product Approva}Application Detail b : t - � "5 f vim' �. : , :. :. "Y9;fs _ '. a •,"w -.-..' ry 094l. EnHkvar ) ale Dab Paminn Dlh gam @Og9GaC onto cob Dace Form. 12110 Fria. eeNam. P*: 0-0 Dale Platte Aft T ry9e Wmia Manafecture comas: r-do erALberaee WlMeteder ambwned FBC'Aeerowal Aeewnd §gkL Tea Yr 41 g wea beturar Gmad goolont A Lies,ywkid dgv Will sell FBCAasrawl Mnrowd mkln Manufaatumr Gslaei 6ndMer4i um" e. Wlidabdfir IW IB/Md an4mitbrl FaCAaewO+al A1fQ B_Wft Aflmmikm 2020 Pap ckommihn Jos HoydenSokil Window sW nw James L Buckner,. RE. g OR1412020 07114r1O20 0rrAM020 ApPro'A-'4 Allmmith n 2020 PeS. Corporation Joe Hoyden Ball Warren W. Some.,, P.E. T.E. Winn, PE, LLC 07M4M= 07ti,10 0 07=020 Approved Annmatew 2020 PON corporation Joe Hwytlen Saarol WindOYraM Door James I. aUgirder;. P:e. a. 07/14/2020 07IW2020 OTJM2420 Appmwd Ca"Gety Windage, Robinson MenulmonwAsiocdation cauda Engkreeft CaPgay. Wedges Robinson PE-44136 (661)62"455 Caw"'"; Exhrbr DOM Robnson MerwkdulsrAsaoGatlor CBUCKEnedleft au66afmary: Horbartd Slider (841)E214M (w)4014W aabcoblearys Horizontal Slider (641)@1-sga6 A.Ktpay:$adng 6dedor D-Amofthr (641ta21-am (561)4ai-ew *"Remm MOI.W: 05rUeoodbm Mork or Usurp pellopbdabNppmwakilaoe Cam ellimm Mkdbrd: Evduaeon Report froma PebapnodudapPmrsaa)Pa CaePOeam MMlmd: Codification Merkur Ustlng "Ifeprealdspproveope Ile -dorm Florida Regis" Architect or a Lbedued Ronda Ile-(O. ilea -Qom :.F 1161J47 Pmtldae - P afb t nal Engines p ;, . .. Aaerawee fa us. Aameand Yee IIYk:Gi gYIYgM aNl[30H Approved war air. Answered for Use Imaect Dptlee James ProtlsalMW.I.Mani. ar Name Ptodmillegeretiar CamrarxExmratiea sib In HVHI Oulskla z Rmss'.nt plggger "Milan ere lob Allraned Far Use Aaomaml fitU» I Haan jyg Predluet Model, MurobwarNrwa :. plodatowenrrm:un psmraekG elmwnOsta in-1 GutaWa lNNZ Jbniaiant Post 1 Sedge 10120 all Wil Vllrell Still Window Cox Or MD. 7340,XOT) =7023 No Yea No +3111-50 a! Praised Model. Nunar or Merge PdeaaelDneaamm congeal, Esplifabn Doh IInH FILIL OuWM-HVN ;pmam ati prow O! 1 Senior• 10120(2S Biding Ulm Door - VIMAQ-Pw-l'cw Biltllrg (•sass Door (W x W) 17(3p=1 N4 Yea N0. +251" 2 Swim 1p20 Sllding Window M.A 81eprg WLmd"PX or X0. 73-112'a36) 0312812M No Yea No +301;6 1 SSHaa lg.Sgding Winaaw Soda lO Vpyl Ranged aadlrg W MWM 05IM091 No Yes No NIA 2 Series IQ'?O= SWIM Chace Door May! Single Pm*l. Find! 101 DoorMedellts, 34-lV16' 0341612022 No Yoe No +3ass a eels 1c=Sids Window V1ryl Siding Wdldaw(R01(, 10V xeVi, OWMO23 No Yee No +30k3w 'x 81-IM 4 Serks.10R0 Slidng Window Vhryi 9b(SgWlndow p(OX, 1081x38y 03PL7i2023 No Yes Tlb +35F.39 3 Shcee'1026l25sliding Glen Door Wryi 24 ynal'=sihling Glsaa 00or (7Fs52') 1=512021 Nor Yes No +3a35 .. 4 Belles l0"10(259tldlig Gles6 DUOr VWSbgla Panel Ferd'0' DwRloklk 47-leFx MUSI2022 No Yes Ale +2SLO 85112'} �rtaatr4e4iigPr.aa:a., emgfrAraalal Also wel far see Aeelawed to Use. - I Dedaln Rod Pmduek Model. Nu nber at Nmw Poed.1111-adm m Gaidmsk exdrekb. Dab in HYH2 outside HVHL Naiad eirmomw 1 Series lib or Encompass orAvarl SlldOag Glass Door Mold 24inei'OX'Sholme Olose Door(3&IM x: 024UMI No Ym N1 +2w-25 : 95412'1 2 swim ISO or Ercempam erAvantl SWIM GIL"Door Vinyl S6gle Panel Fixed 'O'Door(SM¢JIte, 3SIWx 02X613032 No Yea :No. +QL40 61-IM-) a earn ISO or Erxompma or&wt!SWIM Glans 0— Mry,2-Pmel brSlhAng GLM11 pRr(7r xa2') OWt1512022 No Yee No +20,46 4 earn I 9orE compass orAmmlSliding cea>Door Vw8416ePole, FbaeclDoor (SldeUN47-1rex 02n6=2 No Yea "Ic +251-2e g6-if2'y frLala4e4tu PmAda ralMgbAa.rramee Approyarr.Us, " Aerarowefor uar !%am Afgltaa Nit Peabul Model, Number at Norm leradmtMrdmlem, Comma 6xeieatim Mae in Himiz Outside Resiemnt prom.[a 1 SalealS9orlijoct uOrAwmtl $IIMngGba4 Door AV 2-Pane1'0X'Sbolrlg GlassDD&(WIM k OW2402031 No. Yea me +25ka C'4S 80-112'1 � 2 sense 130 a Emmmpass orAvmritl SWIM :Gess.Dow vw Sigle Panty F6mtl'0' Door(SMaIp. 33-1121.X rp116t2032 No Y6a No +4WAO to C :2 61-1T1') CDW a SwmiaDwEncompass orAvsntlSildhg Glom Door aryl 2-Plnel'OX SIIdptg FSaRaDdar[72x62'} O6a,110082 No Yes No +38I 4 Sales'11A a Er>9rn peacrAvan6SllmrMi Ghs-Doan Vhryl Segm Penal Fbad'U'Door(6MIft47-12'x CW16r10d2 NO Yes -No +26F25 ab1t2'} Cie= Y4 O LK! X L9 N C f� N O..G d O C= aJ cc AD O) B OJ C � C _ ca C E O O IZ v O w U) (D nod W Z c/o v O L CDL O s< no O U) U m EL -0 O w� ¢ Q, z J z a SHEET NO. March 6, 2023 PA 1 ■ - Simpson Strop Tie 2020 FBC Approved Products.P P � Pp®Simpson Updated 1 OY2420 2!3 • - Strong -Tie 2020 FBC Approved Products Updated • -- Simpson Strong Tie 2020 FBC Approved Products U' i r30 p dated a rzo20 For direct links taail SST approvals listed ;below, CLICK HERE, For direct Inks to all 8ST6pprovalslisted below, CLICK HERE. For direct links to all SSTa. rovals listed nelDw. CLICK HERE. w For additional information regarding Flald s Statewide Product Approval royal SYstera.arid vami-Dad ' County Notice or. Acceptance tflnce (NOA ,CCKHER o Foratl additional Imamationr89ardln9Flodtlas atewldeProtlaC[Approyal SYstam and Miai Dade County Notice Dr Acceptance .(N..OA) DE: aFa aoai Information regarding Florida'sFlorl . Statewide Protluct APProua15_kstam and Maml rDade.Coun>Y Notice or Acceptance (tJQ..A)CLICKMERE. FL#23M-R7 FL#10446-RG FL#10466-R8 Sea # Product Model. Number or Name Product Description Sew Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ST, BTB, BTH Brick Ties 2 APA29, APA4, APA6, APVA21 APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 APB44, APB44R APVB66, APSWR, APB68, APB88R, APB101 D, APB101 OR. APVB44, Outdoor Accents Post Bases 3 C814, CS16. CS18, CS20, C522 Coiled Straps FL#9589-116 APVB44R, APVB66, APVB66R, APV888; APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 4 APDJT2-4, APDJF2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfTension Strap �9.# Product Model. Number or Product Description APVDJT2R-6 6 DSP, SSP, TSR Stud to Plate tie 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3; H6, 117Z, H16, H16S, H16-2, H16-2S Hurricane Ties 2 SD9112 SD9212, SD1011 SD 2Strong-Drive- 2 10 12 SD Connector Screw 6 API-4, API-6, APT4 APTB, APVL4, APVL6, APVT4, APVT6 Outdoor Land TBeam-to-Column Ties 8 HGT-2, HGT;3; HGT-4 . Grrd er Tredown 3 SD9112SS SD9212SS Strong-DfiveSD Connector SS Screw 7 APLH24; APLH24l APLH26, APLH26R, APLH210; APLH21OR Outdoor AccentsLight Hangers 9 H824 HurricanBTie 4 r SDCF22434,SDCF22a12.:SDCF22614,SDCF2270DSDCF22858,5DCF221O14;. Strong -Drive SDCP7imber-CFScrew 8 BVLZ Brick Veneer Ledger .Connector 10 FSS2SDS1:5,.H5S2-2-SDS3.HSS2.3-SDS3;.HSS4-SDS3. Heavy Stud Shoe. SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5, HST6 Straight Straps 5 SDCP22434, SDCP22512 SDCP22614, SDCP22700SDCP22858 SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Strap SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 BKTZ, HTSQ20KTZ Heavy Twart Strap 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 7 SOS25112, SDS25134, SDS25200,.SOS25212, SDS25300, SDS2531.2, SDS25412. Strong -Drive SDS Heavy Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9 LSTA1:2 LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36. Straight Straps SDS25500. SDS25B0q SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1: GA2 Gusset Angles 17 LTB20, LTB40 Bridging 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HIDA-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18; LTS20 Light Twist Strap 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8. 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA16: MSTA18, MSTA21, MSTA24, MSTA30 MSTA36 MSTA49 Straight Straps 20 1-30, L50, L70, L90 Angles 22 MSTC28. MSTC40, MSTC52 MSTC66, MSTC78 Straight Straps Sea # Product Model, Number or Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC68BS Pre -Bent Straps 1 ATR318 ATR1/2, ATR518, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36 MSTI48, MSTI60, MSTI72 Straight Straps 2 ATUD5 ATUDB-2; ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MT812 MTS1S, MTS18, MTS20, MTS24G MTS30, MTS30C Medium TvAstStrap 3 BP3/8-2 BP112 BP1123 BP 16-2 BP51B-3 5 , BP3/4, BP3f4 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ; LSSJ210L2. LSSJ2'I ORZ Field, Adjustable Jaok Hanger 26 - NCA2x10 12, NCA2x12 12, NCA2x8 16, NCA2x10-16, NCR2x12-16 Bridging 4 CNW318, CNWi 2. GNW518, GNW3I4, CNW5/8 1/2, CNW3/4.518 Coupler Nuts 25 LSSRi 81, LSSR21 LSSR2.37 LSSR2.56, LSSR210-2 LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWR14 Wall Bracing 5 CTUD55, CTUD65, CTUDG6,'CTUD75, CTU076; CTUD77, CTUD87 CTUD88. CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 26 RPS18 RPS22; RPS28 Repair Plate Strap CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Shad to Plate Connector 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SPA; SP6, SP8 Shirt Plate Tie 7 RTUD3, RTU0313,. RTUD4, RTUD4B, RTUD5, RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device' 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS?,',SS4.5 Stud Shoo 9 TUW38 Take -Up Washer 31 RSC, RBCP Roof Boundary Clips 33 ST9, ST12, ST16: ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST8224, ST6236 Straight Straps 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30: T1336, TB42, T648, T864, TB56, TB60 Tension Bridging 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC222, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612 T B14 Wall Bracing 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT VGTR, VGTL Variable Pitch Girder Tiedoum 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W8106C, WS126„W61260; WB143C Wall Bracing 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10441-R6 FL#10831-R5 FL#10447-115 Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 1 DTT2 Hold-down Sag # Product Model, Num bar or Name Product Description 1 CBH2 37xS.5, Cal-12 37x7.63 081-12.374-75 Concealed hangers 2 HDC/014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SD83, DSC2L SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut, Connectors available in widths ranging from '1-9f18'to 3-9/16" and heights 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to2345116°- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5,25-SDS, HGU5,50-SDS, HGU5.62-SDS, HGU7.00•SD8, HGU7.25- Face -mount hangers 6 LSTHDB; LSTHDBRJ. Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2; HHRC4/1.81, HHRC44, HHRG5.25/325..HHRC5.3713.12, Heavy Hip to Ridge Connecters SDS, HGU9.00-SDS 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7. 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-6116"to.12-7/8". 9 PA18, PA23, PA28, PA35; PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Raker Hanger 5 HHGU5,25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7,00-SDS, HHGU7 25SDS, Fare -mount hangers 10 PAi18, PA123, PAI28; PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeabte/SkewableU. Hanger HHGU9,00-SDS 11 STHWO, STHD10RJ Strap -style hold-down 9 TBE4, 7BE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS41'0, HHUSa.50/10, Face -mount hangers 12 STHD14: STHD14RJ Strap -style hold-down 10 TC24: TC26: T028 Truss Clip HHUS7.25110 11 THA29, THA213, THA218,THA218.2, THA222,2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- THAC422, THA426, THA422-2, THA428-2 - 118" to 5-1/8' and heights ranging from 4-3)4" to 15-3/4". 12 THAI1.81f22, THAl2 06122, THA121122, THA1222, THA1322, THA13522 THAI422 Adjustablo Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1$ THAL422 THAR422 Skewed Truss Hanger double 2X and 4Xmodels, only acute flange is concealed. 14 THJA26 LTHJA20, LTHMA Multiple Truss Hangers 8 HTU26 HTU28, HTU210, HTU26-2; HTU28=2, HTU210-2 Face -mount hangers 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 1.9/16" to 7- 16 TSOR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7/8" to 19-114"- Concealed flange 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 18 VTCR Valley Truss Clip greater than2-9116". 10 HUCQ1.81/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers SDS, HUC0410 SDS, HUCQ412SDS, HUCQ5.25M-SDS, HUCQ5.25/11SDS, HUC0610- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all Tapprovals CM SS fisted below, CLICK HERE. For additional information regarding rn Florida's Statewide Product Approval System n Miami -Dade G a CLICK HERE 9 9 pp ys and County Notice of Acceptant (NBA), 21 LB series hangers Top flange hangers available in width of 1-9)16" and heights ranging from 5-3/8" to 22 LBAZ series hangers Top flange hangers available in width of 1.9116" and heights ranging from 9 3118' in 13 118", 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available inwdths ranging from 3-1/4" to 6- 718 E and heights ranging from 9" to:33-1/2' 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 6-1/4" to 6- 718" and heights ranging from 9" toi32-1/2". 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 1f8" and heights ranging from 9-1/4" to 24". 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-318" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging 9-1/4" to 32". FL#10860-R5 Sea # Product Model, Numberor Name 1 ABA44:ABA44 ABA4B ABA BR A 6 R 4 .AB 6 .ABA66R 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5-6 ABU65 ABU66 A8066R ABU88 ASU8SR, ABU1010 ABU1016R, ABU1212,.ABU1212R 3 ABW44Z ABW44RZ ABW46Z ABW46R B Z, A W66Z, ABW66RZ, A8W7<7 4 AC4, A04R, ACE4, AC6 ACBR, ACES 5 BC4, BC46, BC4R, SOO, BC5R, BC8, BCS2-214, BC52-3/6 6 CB44, CB46, C648 CB66 CB68 7 CSSQ44-SDS2, CBSQ46-SDS2; CBSQ66-SDS2, CSSQ86-SDS2, CBS088-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5" ECGQSDS2,5 Series 10 CPT44Z CPT66Z, CPT88Z 11 EPB44A, EPB44, EPB46 EPBW 12 EPS4 Z 13 LCB44,LCB66 14 LPC4Z,LPCOZ 15 MPB44Z, MPB6EZ, MPB88Z 16 PB44 PB44R PB46.PB66 P 66 B R 17 PSS44A, PBS46. PBS66 18 PSV6,PBV10 19 PC44-16: PC46-1B, PC48-16, PC64-16, PC66-16; EPC44-16, EPC46-16, EPC48-15, EPC64-16, EPC68-18 20 PC4Z, PC4R7, PCMZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, EP08RZ 21 PPB44-4Z, PPB44-6Z 22 RPBZ FL#10866-R8 Sea # Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH46-8, GH48-6, GH48-8,GH410-6, 01-1410-8, GH66-6,01-1166-8, G11-168-6, GH68- 8, GH610.6, GH610 8 4 GLB5A, GLB56, GLB5C, G05D, GLB7A, GLS7B, GLB7C, G1_B7D 5 GLBT512, GSLT612 GLST516, GBLT616, GLST520, GBLT820 6 HGLBA, HGL86, HGLBC, HGLBD 7 HGT-2, HOT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-114" to 9-112" and W2 ranging from 3-518" to 7-112" Screwed column caps with W1 ranging from 3.1 /4" to 9.112' and W2 ranging from 3.5f8" to 7-112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Sale Light Post Cap Moment Post Base, Embedded Post Base Embedded Post Base Round Post Base Post Ca p Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate. Girder Hanger Glulam Bearing Plat Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universa I Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct Inks to ell SST approvals listed belam, CLICK HERE. For drect links to all SST approvals fisted below, CLICK HERE For additional information regardmgFlcrida's Statewide Product Approval 5ystemand Miami -Dade County Notice of Acceppnce (NGA), LUCK HERE, ��S For additional information regarding Flaida's Statewide Product Approval System and Maori -Dade. County Notice of Acceptance (NBA;, CLICKNERE. Fj_#1 14W-R,5 18 S/LBV1 56, S1LBV1.81, SILBV2.06, S/LBV237, S/LBV2,56, S1LBV2.68. S1LBV3.12, Top Flange Joist Hangers SfLBV356,SILBV362 S1LBV408:.S/LBV4,12,S/LBV4.2 WI-EIV475,SILBV550 Sea # Product Model. Num bar or Name Product Description 19 SILTT20 SIOTT2Z, S/HT714 HTT4, HT75 Holdowns 1 HHUS210 3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 2 HR56 HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plata Ties 3 HUCQ210-2-SDS, HUCQ2103.SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties 4 THG82, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDSG Joist Hangar 24 TBD22 Truss Brace Diagonal 6 THGW3-3, THGW3 4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector FL#11473-R5 FL#t3904-R5 Sea# Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3:62-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHDG CCTQM3,62-SDSG, Masonry Pier Caps. 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 62SDSG, CCTQMS 50-SDSG, CGCQM3 62SDSG, CCCQM4 fit SDSG, 3 H6 2 1 H165 H16 H16-2S Hurricane Tie CCCQ M5.50-SDSG 4 HETA12, HEf 16 HETA20 HETA24 H ETA40 Embedded Truss Ancl r 2 EC L M3.62G-KT, ECCLQ -0.62G-KT ECCLQMS.r G-Kr, ECCLLQM 3.62G-KT Masonry Pier Caps 5 HETALI2 HETALI6 HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT ECCLLQMD5.50G-KT, ECCLRQMD3-62G-KT, ECCLROMD4.62G- 6 HGAM10 HM9 Masonry retrofit connectors Kr, ECCLRQMD550G-KT 7 HHETA16, HHETA20, HHETA24 HHETA40 Heavy Embedded Truss 3 HGUM525 HGUMS5D HGUM700 HGUM725, HGUM9.00 Heavy Mason ryHan9ers 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 GirderTiedown 4 LGUM26-2, LGUM26-3 LGUM26.4, LGUM28-2, LGUM28-3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 9 LTA2 Lateral Truss Anchor LGUM210-3,LGUM210-4,LGUM46,LGUM48,LGUM410 10 MEfAl2 META16 META18 META20 MEfA24 META40 Embedded Truss Anchor r � r MBHA3121925 MBHA3'f2/11.25 MBHA3.56f7.2aMBHA3.561925 MBHA356/11.25 Masonr Top Flange oBeamHangers Y 11 MSTAM24, MSTAM36, MSTCM40, MSTCMOD Strap Tie for Masonry MBHA3.56111.88, MBHA3 5e/14, MBHA3.58/16, MBHA3 56)18; MBHA5 50f7 25 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019,25, MBHA5.50/11 25, MBHA5-50A 1.88, MBHA5.50/14 MBHA5.50115, MBHA5-50118 6 MBHU3.5619.25, MBHU3.56111.25, MBHU3.56111.88, MBHU3.56114, MSHU3:56116, Masonry Beam Hangers FL#11496-R5 MBHU3.56/18, MBHU5,50/9.25, MBHU5.50/11.25, MBHU5.50/11.88, MBHU5i50114, MBHU5.50116, MBHU5.50118 Sea # Product Model, Num bar or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns FL#13975-116 3 HD3B, HD5B, HD7B, HOW Bolted Holdowns 4 TT4 5 T 3/4 H , HTT , HT 5 Tension Ties e # g a Product Model, Num bar o Name r a Product D soli to du a pt n 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SRW22338, SDW22438, SDW22458, SDW22600, SDW22600 5DW22638, Strong -Drive SDW EWP PLY and TRUSS -PLY Screws SDAQ2634 2 SOW015450, SDWC15300 Strong -Drive SDWC TRUSS Screw FL#13629-R5 3 SDWH19300DB SDWH194 B SDWH19600DB SIOWH19800DB. SD 101000DB , apD , WH Strong -Drive SDWH TIMBER HF_XSore�r g 4 SDWH274DOG;SDWH27600G.90WH127800G,SDWH271D000,SDWH27120OG Strong-DriveSDWHTIMBERHEXHDGScrew Sec # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS18312, SDWS10400 Strong -Drive SDWS FRAMING Screw 1 SB518x24 SB718x24 S81x30 SB Anchor Bolts 6 SDWS19600 SDWS1971 SDW522400 SDWS22500.SDWS22512 SDW522B00. Strong -Drive SDWS TIMBER Screw (interior Grade 2 SSTB16, SSTB20 SSTS24, SST828, SST634, SSTB36, SSTB16L; SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22600, SDWS22900, SDWS221000, SDWS2211 OQ SDWS221200, SDWS221500 SSTB28L 7 SDWS22300DB. SDWS2240ODB, SDWS2250ODB, SDWS22600D8, SDWS22800136, Strong -Drive SOWS TIMBER Screw (Exterior Grade) SDWS221 DODDS 8 SDWS2231208B,.SOWS22512DBB Outdoor Accents: Structural Wood Screw FL#13872-R4 9 SDWS273008S, SDWS274008S, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS; Strong -Drive SDWS TIMBER SS Screw SDWS271000S_S, SDWS27120OSS Sea # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV'SOLE-TO-RIM Screw 1 CMST12 CMST14 CMST0I6, CS14, CS16, CS16, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 2 HRS6, HRSB HRS12 FHA6, FHA9, FHAl2, FHA18, FHA24.:FHA30, MST126, MSTI36; Straps 97 mil (12 9a) MSTI4$ MSTI60i MSTI72, S/MST27 SIMST37 SIMST48 3 HTS1 HTS20.HTS24 HTS28 HTS 0. HTS30C 6, , 3 , Heavy TwistStr s Y Straps FL#1.5363-R3 4 LSTA30 LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18; MSTA21, MSTA24 Straps 43 mil (18 ga) 5 LSTA9 LSTA12 LSTA15, LSTA18 LSTA21 LSTA24 ST292 ST2122, ST2115, ST2215 Straps 33 mil 20 g a Seg 9 Product Model. Number or Name Product Description 6 LSUBH3 25 SUBH3 25 MSUBH3.25 Bridging Connector 1 AS 18, AS 18$ , AS I SW 18 ga. Truss Plates 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga, High Strength Truss Plate 8 LTS12 LTS18 LTS 8 LTS20 1 L' ht Twist Straps ig p 3 AS-20 20 a. Truss Plate 9 9 MSTA30, MSTA36 ST6215, ST6224, STS, ST1Z St18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) 11 MTS12, MTS16, MTS18; MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 12 S/81.56, S1B1.81, S/62.06,S162.37, S/B2.56, S1B2,68, S/B3.12, SB3,56; SIB3:62, S/B4.06; Top Flange Joist Hangers FL#15730-R4 SB4.12, SB4.28, S/B4.75, S1B5.50 13 S/BA2.12f8, SIBA2.12110, SBA2.12112, S/BA2,12/14, S/BA4.16/8, SBA4.18110, Top Flange Joist Hangers Sea # Product Model Number or Name Product Descrip1i2a S1BA4.18112,>SBA418M4 1 Er -HP Adhesive Anchor for: concrete 14 S1H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GDPS GWNO, GW 75 GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HDBS WHD88, S/HD10S; SlHD106, SIHDISS„SIHD15B Holdowns 3 PDPA PDPA-K, PDPA MG, PDPAT, PDPAT-K PINW, PINWP; PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs; and assemblies 16 S1HDU4, SIHDU6, S/HDU9, S/HDU11 Holdowns PDPAWL MG, PSVL3, PSVL3-K, PCLOPA, PECLOPA PTRHA3, PTRHA4 17 SIJCT SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct inks t al Ta rod Is listed below, CLICK HERE. I o ISS a C pp , For additional lnfamatlonregarding Florida's Statewide Product Approval.fain and Nllaml-DadeCount Notice oP.Acceptance NO. ;CLICKHERE. 11 HUS HUSC series hangers Face -mount hangers available in widths ranging from 1-518"to 3- 9116"and heights ranging from 4.5116" tc 11". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9116". 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 5/8" and heights ranging from 9-114" to16'. 13 LGU3.25SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers 14 LU24 LU26, LU28, LU210 Face -mount hangers 15 LUC26Z LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"tc 4- 518" and heights ranging from 3" to 10-15/16", 17 MGU3,63 SDS, MGU5:25-SDS, MGU5.50-SDS, MGU5,62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths :ranging from 1.9116to 5<- 1/8"and heights ranging from 6-15116"to19.112". 19 MUS26, MUS28 Face -mount hangers, 20 SUR SUL.SURC,SULC.series hangers Skewed .face -mount hangers available ihwidths ranging from l- 9118" to 3.9118" and heights ranging from 3-ill 6" to 13-314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-911 &'to 5' and heights ranging from 2-5/8" be 11-114". FL#10667-R6 Sea Product Model, Number or Name 1 BA series hangers 2 DGBF series hangers 3 DGF series hangers 4 DGHF series hangers 5 EG5, EG7, EG9 series hangers 6 EGQ series hangers 7 GLS series hangers 8 GLTV series hangers 8 HS series hangers 10 HGLS series hangers 11 HGLT series hangers 12 HGLTV series hangers 13 HIT senes hangers 14 HUSTF series hangers 15 HUTF, HUCTF series hangers 16 HWP series. hangers 17 HWPH series hangars 18 ITS series. hangers 19 JB series hangers 20 JBA series hangers Product Description Top flange hangers available in Widths ranging from 1-9/161c 7- 1f8" and heights ranging from7-1/8'to 39'. Top flange e hangers available in widths ranging from 3-518" to 7- g 1/8" and heights ranging from 9-1/4" to 24", Top flange hangers' available in Widths ranging from 1-112" to 3 518" and heights ranging from 7-114'to 24".. Top flange hangers' available, in Widths ranging from 1-314" to 3- 518" and heights ranging from 9-114" to 24'. Top flange hangers available in widths ranging from 5.114" to 8- 718" and heights ranging from 11"to 32-1/2". Top flange hangers available in widths ranging from 3-5/8" to 7- 114" and heights ranging from 1.1 114". to 37'. Saddla. hangers. available in widths ranging from 3-1 /4" to 6-718" .and heights ranging from 8-112":to 28". Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 11"to.32". Top flange hangers available in widths ranging from 1.9/16" to 7- 1/2" and heights ranging form 8" to 30 Saddle hangers available in widths ranging from5-114" to 8-7/8" and heights ranging from 10-112" to 28". Topflange hangers available in widths ranging from 3.114" to 8- 7/8" and heights ranging from 7-112'to 32". Topflange hangers available: in widths ranging from 3-IX'to 7- 1/8" and heights ranging from 14" to 33". Top flange hangers' availablein widths ranging from 2-5116" to 3- 9/15" and heights ranging from I Wire 28". Top flangejoist hangers available in widths ranging from 3-1/8-to 3-9116" and heights ranging from 5-3/8" to 13-1/8". Top flange hangers available ,in widths ranging from 1-9116" to 5- 1/2" and heights ranging from 3-7/16" to 15 Concealed flange version (HUCTF) available; for all models having width equal to or greater than 2-9116". Top flange hangers available in widths ranging from 1-9116" to 7- IM" and heights ranging from 5-3/8" to 26 Top flange hangers available inwidthsranging from 1.9116" to 7- 1/2 and heights ranging from 5-30to 37'. Top flange hangers availablein widths ranging from 1-9118"to 3- SIB" and heights ranging from 9.1/6'to 16". Top flange hangers available in width of 1-9116" and heights ranging from 5.318" to 7-14' Top flange hangers available in width of 1-9116" and heights ranging from 93118" to 13-118"- Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 For direct Inks to ell SST approvals Wed belme, CLICK HERE. For additional information regarding Florida's Statewide PrvductA royal errand Marra-0Dade County.Notice of Acceptance NGA , e9 9 PP Stihi p ( } GUGK HERE 5 SET-XP Ad hesive Anchor for concrete 6 Strong-Dolt2 (STB2, STB2-4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchorfar concrete available in carbon steel and Types 304 and 318 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6S8) Then HD Heavy Duty ScrewAnchorfor concrete and masonry availaiale with hex tread in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titen HD Rod Coupler (THD37634RC; THD50934RC) Then HO Threaded Rod Coupler for concrete 9 Titen HD Threaded Rod Hanger (fHDB25158RH, THD637158RH, THD37212RH; Titan HD Threaded Rod Hangerfor concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 Sea # Product Model. Num beror Name 1 AT-XP 2 Er -HP 3 SET XP 4 Strong-Bolt2(STS2j 5 Titen 2 N2 (TT ) 0 Titen HD (THD-H4SS, THD-H6SS, THD-CS6SS) 7 Titan Turbo (TNT) FL#16937-R3 Sea # Product Model, Numberor Name 1 X34137016.5K,XiS1016,X121016-4K;X01S1016,XQ1B101r-4K 2 XLQ114T1224, XLQ11401224=2K 3 XMQ114S1224 XMQ1 14BI 224-2K 4 X01I4S1224,XQ114B1224-2,5K X114SI224,XQ112S1224,XQ11261224.2K 5 XU34SI016. XU3481016-51K FL#35320-RO Sea # Product Model. Number or Name 1 DSSCB43:5, DSSCB46, DSSC648, DSHS 2 FCB43.5: FCB45 5, FCB47 5: FCB49.5, FCB411.5 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1015-5K,. FPHSD34S12/ 4, FPHSD34B1214, FPHSD34B1214-5K 4 LSFC2 25, LSF04 25, LSFCO 25, SFC2 25, SFC4:25, SFC6.25 5 LSSC4.25, LSSC6 25, SSC2.25 SSC4 25 SSC6.25; MSSC225 MSSC4 25 MSSC6,25, MSSC4.25KW, MSSC6.25KW 6. RCKW3, RCKW5.5, RCKW75, RCKW3S; RCKW5,5S 7 SOB43.5, S0845 5, SC84T5, SC849.5, SCB411.5 MSCS45 5 MSCB47:5 8 SCS32 5197, SCS62 5/97, SCS62-51118, SCS82-5/118 9 SCW3.25, SCWS 5 10 SJCB 25, SJC10.25, MSJC8:25, MSJC10.25 11 SSB3 51 a 12 XLSH3461414,XLSH78B1414 13 XQ1S1016, XQ1B1016-4K, XCliS1214. XQ161214-3.5K, XQ78S1224, X07891224-3K, XQ114S1224, XQ11491224-2,5K, XQ11281224, XQ1 12BI 224-2K, X34B1016-5K, X181010, X181016-4K, X1S1214, X181214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive far masonry SET-XP H ig h-Strength Epoxy Adhesive for :masonry Strong-Bok2 Wedge Anchor for masonry Than 2 Screw Anchor chor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steelwith hex Bead, and 316 stainless: steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description 410-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with k3 Drill Point 012.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head 412 24Strong-Drive X Medium -Head Metal Self -Drillin g, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12 24 Strong Drive X Metal Seff Drilling, Tapping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 brill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10.16 and.#12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws' Steel Framing Connector Steel Stud Connectors Rigid Knee W211 Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong Drive XLSH Shouldered Self -Drilling, Tapping Screws 410-16; 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N U) CD > N .0 -1- ^, W N ice-. O O 1- .� (b O C/) N N =3 -0 Ca U 0 Co -� U) C C Q O O co�- LL O CIO > .� Cn Z3 CU � E L O C O L Q .c ca = -I_. `^ C. W J ¢n � toc�� rc w _= Cyr m C.,,t Y a> � E . c V � � 3 B: CU a, 4" r ra w C E O 2 March 6, 2023 SHEET PA 1.3, C- Cn > MIAWMM ML4M-"DEC0UN'rY PGTIndustriestine, PGTIndustries.juc, a) =3 PROD UCTCONTROLSECTDM FGTIEndustries.1me. C)- o 2 1 N-0110E OF:ACCEVTA.,NCEr:E'V'WENCIESUB�MTED- iN'OTICEOF.�-iCC-EPTA-NCF-.:EN'MENCESITBAHITED C= CIO -0 DEPARTNIENT OF �KtGULATORY AND F -CO-NOWC RESOttkcEs MM) Mimm, MorKla, 3317 3�1474 'BO�kRDA",CODEAD31DMTRATIONDIVInD'.K T (7M) 315-25M -115-2599 C7W NOTICE OYACCE INCE. PTA -EVID1ENCESSL`B3ffrTED -1�� (1) U) NOTICE 0-F ACCEPTAINCE (NO.A) 1. Evidence submitted under previous'-N Q-A D. QUALXrY ASSUILkNCE Co CU A. DFANVINGS B. TESTS (continued) L Miami DadeDepartment of Regulatory and Economic Rrsourres,(M)- a) C-) -2 0 0 . PGT Industries, Inic. 1070 Technology Drh-e, I - ManufactLaers die drawings and sections. 5- Test report on 1) Air laffitration. Test, per FBC, TAS 202-94 = L-E 0 0- C 0 3g: N-orthVenice.F1,34ri-9 (SubvriWed tinder IVOAX& 11-014Z #4) 2) Unihoun StaticAir-Piessure Test- per FBC. TAS -N2-94 E. MATERL-il, CERTIFICATIONS = [L- SCOPE: 2- Drawing No. MID-5570.0, titled �Yiqyd Sliding Glan Dom NOAL aM2, sheets 1 3) Water -Resistance Test, per FBC, TAS 202-94-- 1- Notice of Acceptance No- 15-452814 issued to Vision F-ttrusion Limfted for their = -0 CU 0 -Z5 ,- cc Tlm NOA is beingissueduader the applicablerules andregulatwas govemingthe use The - . through 21 of 21, prepared by manufX4tHff, dated:10,0551154 with m. ision Adated 4) Large Missile Impact Test perFBC, TAS 201-94 -AN'bilte Rigid PVC ExwjUy Extrusions for Wbilaws and Doare'. dated 08/13/15. 0 > U) -0 E 0 AL Ct nto dotumentationsubinittedhas been re-�iewed aM acciTte&by Manfi-Dade CountyRER -Product Contr Se io 04M/17, signed and sealed bY A. Lyim Miller, P-E. per I 5) CyclicWlind Ptessare Loading FBC, TAS 203-94 eqnrmg on 0930A 9. a) U) 0) L- A--o CL e vw d i n Mami Va &- Co =y w id o 9 w = a s wk=, allm-W b y dn Aut ocky Hio v img JuxisIc im � (A IV). 6) Foxed EatlyTest, per FRC, TAS 202-94 2. Not ice of A ccept anc e -No. 16-012- 0 � 08 . issued to V ision F-1 drusiDn Limit ed for - their "VE F Co -4-- CDL (n 40 co This NOA shall nGt be vdid afterthe expiration date, statedbelow, The Mami-Dade County Product Ccutrol. See*= 9��, TEST$ ajongWithMarked bi#albtion diagram ofyinyl 491 bss 4100r., prepared -up dpwifigs and ing,g 100 Tan. 202 andligW— r Shades (Non-Rlfte) Ri& PV-" EXteriar ExtruSjon& for U) < (1aN,fia=Da& County) an&ortheAW (MaMSo1h�th=MiamiDadeCouvry) reserve the right to have tbd.� I- -Trareportort i) uuiforrn static Air Piewure Test, perrBc- *rAs -2o,1-44 by Fenestration Testing Lab- Inc., Test REport No- Fn w4g, dated 1 fftA5, signed and Windows. and Doors'% dated -12Mvq6, expiring on� l2t29Y21- productof nitterial testedfbr qudityawnranceputposes. lfihis- ormateriolfiih topedamin (he accepted 2) Lmge Missile� hapad Teo pft FBC, US-101-94 sealed by Idalmis Ortega, P. E.L (Test report revised on 124445 and 0211 IJ16) 3- Notice of Acceptance No- 1-5-4-528.15 issued to Vision Extrusion Limited fortheir or 3) Cyclic Wind Piesmse LoadifiLy = FBC- TAS 2,03-94 6, Test report on 1) Aff Infiltration Test, per FBC, TAS 202-94 '-Brown Coated (Painted or-Laminated)WIfte Rigid PVC Exterior Extrusions for ffuspend the. use of such pfoductar matenal witlim their prisdiction. RMreservestheughttarevol-eflus along-withmarlatd-up drawings and imtallation diagram of vinyl sliding glass door. prepared 27) Uniform Static Ak Presme Test- poff FBC7 TAS on Windows and Doors", dated 0811311 0930,49- -ac oepu=-e-� if it is deternined b3-, Nfiami-Dade C ouw Product Control Sec tion that this pmduct or n=eiiai fa i I s to meet the requffeatents of the applicable building code- kyfenestratiort. Tesl�g Lab, Inc- Test Report No- FTL 9717, dated 12iV711 5z signed and - 3) Water-ResiMande Test, per FBC, TAS 202-94- 4- 'Natice of Acceptance No- 1"712ZA2 issued to ENERGI Fenestation Solutions USA - This product is apprmedas described hezeinandhas been designed to comply with the,Fbnda Building Code- sealed by Idalmis. Ortega, P- E - (Tea repeat misedi on 02115116 and 01,24116) 4) Large Wz-& Impact Test per FBC,TAS 201 -94 Inc- for thek -rAXT3040 and Lighter Shades (Non -White) Rigid FVC Exterior including the ffi4i. Velocit) Hunicane Zone- 2- Test repoff on 1) Air Infiltration Test, per FBC-T TAS 20-7794 5) Cyclic Wind Premw Loading per FBC, TAS 2203-94 0 1 Emumsions for Windows and Doors- dated 09115116- expmng on - 20W DES c Rum oN,. se ries - 55 7 OP- 7 70 Vinyl Slid ing G la D oer (Reinforced) w*o, 9jF & I L 3-54 own ff --L -Vj- 2)UnifbnnStatic.4kPressure Test -per FBC, TAS ?M---94 g1a along withmarlmd-up drawmgs and instalbtwn dagrant of vmyl shdmg ss door prepamd 5� Notice of Acceptance No- 1"712.04 issued to ENERGI FmMration Solutions USA,, DOC ' I'MENT. DraWingNo..M 57a .4,PPROVAJ. D_5� ,0 Revl�, titled "Virg4 Sliding GlassDoorNOA (11Y�", 3) Water Redoance Test, per FB C, TAS 202-94- byFenestratioa Testing Lab. Inc-, Test -Rqmft No- FTL &1;52- dated,!M4115, siped and P -C Inc, fortheir "Bronze and Lighter Shades of,Cap Coated Rigid A -Extertor lthwu*21of2l,pre " MVL patedkvinainghcoxier, datedIOMMandl-Lq Sed on GnIrZI, 54nedLandsealed by 4) Large Missile 10)p2d Test per FBC. TAS 201-94 wAed by I dahuis Ortega, R F-- (rest report revdsed on 02115121016) i I Exh-mmus for Windows. -and Doors" dated,09A 5116.1 expiring on 04/1&20. 'i A.LynnMiller., P.E_bearing the of 5) CYC PkS=r'L(Y* r C - " -0- jie Wind U6 iB, TAS 2,03 4 � gpe 'FBC, 7, Test report an 1) Uniform Statir-Airm Pressure Test., per FBC, T 2 -94 1 AS �202 6. Notice of AcceptaaceWo�1"7114. to, F-ene"j'=SoJUtjon5LUSA, issued "NAlite Acceptance number ande.Vization dAe by theA4iz=--Da&,C-ona� Frodect Control, Section. ,6) Faced Entry1vesl-, per TALS 70244 17) Test per FBC TAS 201-04 L - Inc, for tber Rigid, PVC Exterior Extrm4ons for Windows and Doors" dated TN'1ISSJLE1W,1CTR-tTr4-G- Large, iandSmallIffimilelk"etResiahot along oft ma&M-up &awinigs and installation diagram of Vinyl, sliding glass dooC.ptepwd 3) Loading per ilk, TAS-201-94 OWIQ17, e&Tifiny, on 02P.&IK Limitations- by Fenestration Testing Lab, Inc, Test Rrport'No- FTL -9546- dated 1 W6115, signed and along vAth marked -up drawings and insta&twn diagram of %myl sliding ghss door, prepared 7- Test reportsNo(s). 10-M-M(A), IU6MO527, 5357�3-09. perASTIVIE-84, L See table I (sheet 2) aad table 2 (abeet D for apphcable SGD unit sL-A-,, desigiL pressuzes,- reinforcements types. sealed by Idalmis Ortega, P-E- (Test reportrevised on 01104116 and 02J1,02016) by Fenestration Testing Lab Inc, Test Repourt No. FTL 6639 (samples A-1 thru A-22), dated AST!lD 1929 and ASTAM-63 5 1. issued by EXOVA to Vision Exuusion for cellukysic glasstypes, sillfiwr(see tablesll-1 & B-Isheem 7-8) andanchorlayout sbeMrequitemenls in 11 thrul.6- 1 Test report m 1) Air InfilffationTesk. per FBC, TAS 2ALY2-94 11,19,10, signed and sealed by Jbrge A-- Caum, P. E- (SuAndWd under 2VO-4AI& II- composite material -1. Rigid White FVC, Tan (Non -white) R*-d PVC andBrovin coated J'ainted orlaminatedT)white RjVd-YVCto be 2) UnScm Static.4k Pressure Test, per FBC, TAS 202-94 010-0-41 (Subm&ed tinder X0.4 Xo. 11-0107 04) labeled Per refmencedNIOA's req*emevis- 3) Water Resistance Test- per FBC, TAS 202-94 Test report on 1) Air In0tration Test, per FBC, TAS 2V2-904 8- Notice ofAcceptance No. 14-491-6.11 issued toYauaray A=erica.: Inc. for their 3. Effess aperabledocrs must complywi& nm clear width or he4it perFBC reqturement as applicable. 4) Large Missile Impact Test X FBC, TAS 20 14% 22) Um&nn Static Aff Pressure Test, per FBC TAS 202-0-4 �&ntrrrias(t .(Clear and While) Interby*e, rmpiring on ON11 8. 4. Pocket walls under separate approval, to be reviewedbyBmIding official 5)CYCliCVW4'P=SWLIoad perFBC.,TAS203-94 ing 3) Water Rrsistance Test- per FBC, TAS 2102-94- 9. Notice ofAcceptance NoA&II17M issued toKurmiy America, I=- f6rth& LABELING: Each unit shallbear apennanent label with themmwhctarer�mame "lop, Cit and wries am Y7 state 6) Faced _,eSt_ p&FBrL TAS 202 EaftyT 4) Large Missile Impact Test per FBC, TAS101-94 -7 rosife1g, Ultrack-ar, Clear and Color PVB Interlayerf'. expiring on 07VS/19. following statenient. 'Mami-Da4e, County Product Co=ol:.Approved7', noted herein- along with marked -up dmwmp and ms;talhhoa. doglam. of sliding glass door� prepared Vinyl - - 5)Qyc1ic,WmdPressureLoad*perF ITAS203-94 BCL REN7Ew,AL of 9= NOA *all be cumm'dwed after a remuml AWhimtkw has been filed and lbere has beenno by Bmestr�rttqn Testing Lab, Inc�, 'Test Repo[rt No FTL 8'-547L. daled 12�0*15, signed and 6) forced Entry Te-st�: per FBC, TAS 202-94, FE S 1.4 L TE INIEI N7 S change in thLe applicablebudding codene Iyallactingtheperf b�y Id2jn*'Ckftga, P. E. f7est, report rn on02115116), along withmaiked-W drawings and inst2lation diagram of Vinyl sliding glass door. prepared 'No- L Statement Iettff of confonnarice wi& FBiC-,5*Edifion (2-0.14) and FBC-6,ftEdifi0n TERAHN�kUON ofthis NOA will occlw af ler The tmpiraticn date or if thete ha s been a,mision, or change mi the 4- Test report on 1),41rInfiltr-4ion Test, per FBC. TAS 202-94 by Fenestration Testing Lab, Inc- Test R-q"jl FTL 6337 (samples A- I thru A-��, dated (2017� iss� by man ufachmff, dated 08114117- signed & scaledby Lym Mffiff., PE. materials, ine. and"or m=ifiicft-eof*e prodtid orprocem. lvgsuw ofthis NOA as anen&nemea ofmYprodtict, 2) Uniform Static Air Fw-wm Test- per FBC- T-AS 202-94 121061710- signed and sealed by Jdqp A- Causo. P. E. (Subm&ed under N70.4 Niv. 11- Statement Idler of no financial interest, dated 04/1 & 17, iss;-ucd by m2mfacturer, signed for aajeS, a&TfdSing Or any otherpuiposes shafl zaamakc aky terminate dw NOA. Failure tev complywith any 3) Water Resistance Tes( pff FB C-, TAS 2 02-94 010749) & sealed by Lymn Millff, P.E, section of ffiis NOA sbaU b e cause for teruiaadon and renzoval ofNQA. 4) Ixge Mwk Impad Ted perFBC, TAS 201-94 3, 'Letter of lab coWhance, part of the zibove testreports. ALDIT-RTISE-MENT - ne NGA-aumber preceded by the -Words Afiami-Dade Cauvty�, Florzda� and followed bV th e -5) Cyclic �Wind Piessure Loading per FBC, TAS 203-94 C. CAL CT-1 L A-HOX, S 4. RER- Test PnWsal No- 17--0397, dated 05i05,117t signed ky, Ishaq Ckanda, PE- e.Viration daw-may-be disptayedin a&wk%ing literature- If anyposdon of the NOAis displayed, then it shall be 6) Forced Fifty Test, pa.FBC, TAS 2021-94 1 Anchor verification calculations and. structural ma��, complying C FB -2014, done in itsentirety- along wiffi marked -up drawings and installatm dW= of i6hyl dxhng, glass d0oT1 "ared prep ared: by, P GT, d ated I 16M 5and 1%0 ani sed on 0 2A -'wl 6- si� 2 a d scale d by G. OTHER C, b-SPECTIONN: Acopyof thiseatizeNOAshallbeprovidedto ttLeusi-xby-AiL-mazufaauwrorit-, disufttors and 5 signedand -AnthozyI- �Uler, Strontiffed imdor-N P.E. A70. 15-1210. #�J. I- Notice of Acceptance No. -1211OX1 issued to PGTIndustries. for their Series 1hallbe available forinspection at 1hejob site at1hererffiu%tof the Build* Of ficial, sealled by Idalmis Ortega, R E- (Tea on Olit*110 and,02.111 6). Glazing com;h es With ASTME-1300-09- -5570,q770" VinyI Sliding Gla&sDeor �Rejnforced) expiring on 04114r2l- 00 .Vises & r- L This NOA r enews NOA k@4429.05; and oonsi�sts,of this I ande-�idence parr. E- 1.E*2� E-3, E-4. -1, 4— E -5 & F, 6 as we.0 as approval documew mentioned abow- Me submitted doemx-attion. ww re%rie&red by Ishaq L Chn ada. PX� hhaq L Ck"dn"P.E. Ishaq I Chanda. P-E. Lai "aq,L Ckan&, RE. Product Control Unit SiaperT3sor Product Co, 1: _Jkii S Product Control Usis Snptr-niar LA- 3 NO.A. -No. 21-10265".03 NQ-ak'No. NOA No. 21-01-0-6.03 -zi Dalet Apr;1 14 '016 "021 Eixj�fianDat*t ApriI14,16-26 Awro-VA Date: March 25, 2-02" 1 ExpirafloalIatot. April 14, 2026 A"roral Dftre. "MATC11 US, 201 Expiration Date. April 14,21026 1. Date. Alarck -C c�l 2S, 7 Apprork Z-5, 29CI 1-3 c, — '4x .3: cu PG11adus M-im lnc. C Q Wlmdows a nd D a ors, Inc. PGT ludhistries, Ine. NOTICE OF ACCEPTANCE: EVID 'CE SUBXff ITED N-0110E OF ACCEPTAIN-CE: EVIDENCE SUBAMTED NT011C, E OF ACCEPTAINCT: ETIDENCE SILTE 2. Evidence SubmUted under pmious submittal E. XXTERIML CERTIFICATIONS (coatinue) -1. Nmtw EyidenceSubminvd. 5. Quanex Part Suv*r Spacer Standard compjMg with A81M C518 Thermal Conductivity A-, DRA"T�GS 0-891 BTU-ia� hr.4V%-'-F, ASIM- F 124-9 iX�pass, ASIMI D30850XIMen-pass, AS"ZI E A. DRAWINGS 1. Dvawmg No. AM�-5570.0 Rev,B, titled -Vinyl Sliding: Glass Dow NOA sheds 2196 I.G- Durability -No Fog -Pass- fSubmAxed underpresions NVAXo. 1M409.0P 7- 1. 'Dma-*g N6. Rev B- titled"Vinyl Sliding Glass Door NOA M sheds I I through 21 of 21 - prepared by mauUfaC=er_ dated 10.1054 5 and last re-v wed OnL through 21 of 2, 1 prepared by rnanufacturer, d at ed 1, 0,0 5)15 and, last rev ied on 02 4112 1 04021M signed ;;� seakd bry A- Lynn Miller , P�E. C Quanex Part,Durase conVlying with ASTM C518 Thermal Conductivity 2-22 BTU -in/ signed and sealed by A- Lynn Millu, P.E- hr�-ft2_11T, ASIM F 1249 WVrTK4Rass,.,AS1M D 1434.,4xgm Petmeance-PaW, ASIM-E Note This mvision c onsists replacement of same e=mg installation sum, -Mthflat head., B. TESTS I.G- Durability -No Fog, ALST-M E 546 Dew Point Developiumt -2011F in 48 brs- 1. Test reports ow 1) Air Infiltration. Test, per FBC, TAS 202-94 (Submimd under �YOAJIV& 15-04-0#-O�)� 2) Uniform StaticAir-Prrssure Test, Loading per-FBC- TAS 202-94 7- Vision Extrusions- Ltd- Parts complying -with PVC-A.AMA 303-13- Vakintary'Specification B. TESTS 3)'%rater Resistance Test, per FBC, TAS 2021-94 for Rigid yvinyl C11oride (PVC) ExtericT hufiles for Vision Exuudans, Ltd. -VEX I by -Pot 1. None- 4) Imp Missile Impact Test per FBC, TAS 201-94 AAMA F enestratioa Extenor Profile Certification Program- (Subm"d under JVO 4 JV& 15- C CALCULAXIONIS .5) Cyclic'Ahad PIrtmireLa-Wing pff,,.nC. TA-S 2013-,�M, I- N-ow- along with =W-up dra%ringp aid instAllefim dkpa& ofall PGT Industries, Inc 8- Vision Ext=!Dng., Ltd, Parts combfing . with PVC4ANLA3,03 43- representative units listed below and tested to qmW Dowsil 791 and Dowsil 983 silcones, (Submiffed nnderN0A.,NNo.. 15-L-0469.10�) prepared by Fenestration. Testing Uboratory� Inc., Tea Reports No�: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chlofide (P%TC) Exterior D. QVT.4LL11Y ASSID-FLANCE FrL-7897. PGT PWS520 PVC Fixed Wimdow (imit 6 in proposal), dated 09103/14 Profiles for VL,;zm Extrusims. LtdATEX-1 by �LA-I�ML Feniestratim F-vm�or profile I Miarni-Dade Dqmbnenf of REgubtory and Economic Resources OLER)- YTL-20-2107J. PGT SGD780 Ahunim= Sliding Glass Door (unit, 7 in proposal) FTL-20- certification Program. 2107 .2, PGT CA740 A lum Qtsimaent Wlmdow (unit 8 in pruposal) Fn-20- OutsWing 10. Notice of Acceptance No- 1847-17.14 imd to Enff gi Fenestration SolatioA USA- 1w. for- E XTER-LAL CERTIRCATIONIS. K co L 2107.3, PGT PW7626A Alunfinum F�md Window (unit 9 in proposal) and FIL-20-2167.4- ther --Tan 3040 & 111ght shade (non -white) White Rigid PVC Exterior Exh-asions for I- Notice, of Acceptance No- 19-4305.0-2 issued to, Kuraray.AmeTica, lur. fof their > PGTPVvT7620.ALA =imm Fixed Window (undt 10 inproposal) dated 07/13f2O- at signed 11"Indows and Doors7, expiriag on 02,104,21 "TrosUbM 171traclear, Clear, and Color PNTB Glass Interhyere. oipiring. on 07,08,,24- CZ 0 sealed by Idalmis Ortega. P.E- 11. Notice of Acteptance No. 1"1227A2 L-med to Energi Fenestration Solution, USA, Inc� for 2- Notice- of Acceptance No. 17-08]D&02 issued to Kuraray.America, Inc. �fbrtheir se' j& PVCL Exterior fAlnts6ns for Wliudows and.Doori"- expirin ffie'r M-S "%hite F gon. "1SenftTGhs* (Clear anti 'White) Glass Int4laveri"- -oq67i%23- I - expmg � > C. CALC-U.LATIONS 912&Q23- 3- Notice of Acceptance No- 14-1106.10 issued to Vision Extrusions Lmded for their "Brown I 1, Anchor verificatim c*ulattons and structun, I analysis- complying with FBC 7tk 12, Noticeof Acceptance. No- 2"20103 issuedto Enerp Fenestration Solution, USA, Inc. fbr Coated, (Patted or Laminated), ViWte Rigid PVC Ex terior Extrudons for AV lud ows, E ditio-a (2020), dated 04,nL7120, prepared by manufacturEt-1 �4gqed and sealed'by I L � had ted I � W 17Mt,@ Rigid PVC F 'BronZe ot s e cap coa A%U_ r EXn- & h Qsions� for and'Doors' expkigg on 0913 Q124" AnthonyLym a Miller- RE NVIndowsaudDoors-, expiringm,04,116/25- 4- Notice, of Acceptance No- 19-1106.11 ism" to Vision Exftusions Liff tit-ed for their series -2. Glazing complies With ASTIM 1E 1300-0-t -09, -12. and -16. --N7ELI@00 Tan 202 and lighter shade-&(Non-Whito) RW Celubr PVC F-vterior -0 D. QUA= ASSURAINCE 17. STATEMEN-TS Extrusions for Window& and-Doors7- oqkring on 1-129,21. 0 Miami -Dade Department- of Regulatory and Economic Resources alm. I'L Statement letter of conforniance to YBC 711 Edition (2020), dated 04-22n.0- issued by m2nff2ChUWqWd and sealed byAnthany Lynn Miliff P-E. F� SMATEA1 FlNk-rS E, AUTERL4L CERTIFICATTO-N-S 2. Statement letter of no financial interest and of mdependewn i&� by mamifacturer, dated L St2renwat letter of conformance to, YBC 7a' Edition (1020), dated 02MI,121, issued by I- Notice of Acceptance No. 19-03055.02 issued to Kuraray America, Inc. fortheir . 04118P-G, signed and sealed by Anthony Lym Nfiller, P-E- MM -2eftUff'stgned and sealed by AUthony Lynn Miller L P_E. U) "Trosffolt Ultradear, Clear, and Color P`N7B Glass Interlayerf'_ LM, iring.on Private Labeling Agreement document between PG1 dated 033W15 and signed by all 2- PiNve, Labeling Agreemr= dated 010V21 between PGT bbisfti�!. Inc, and CGI 07/0'8124- inl--OlVed PZtiC& Mrindows, and, Doors Inc., signed by Dew At Rumk P.E- VY. -Engine�ing, on beltalf of 2- Notice of Acceptance No. 17-0809.02 issued toKuraray AmLaica,jr[C.L for fheff'- 'r.SejaftT,GhsZ -07.1041-73, bothC=T;111=- (Clear and X%bte) Gbss Interbyen:", expidag on G. OTHERS 3- Notice of Acceptance No- 18-1106AO issued to Vision E&n;Mm JjM*edL for their "Brown I- Mas NOXreviSe's NO.4L# 17-0420,.06,(PVTwCGt) and updates toYBC20-70 f7d'Editiau� G. OTHERS Coated (Paintled or La ted).A%Ike Rigid PVC Exterior Extrusions I- Tbis!ATOA revises & renews NOA#20-0429.0-55 (PL� A -%,/CGI), 04114-126. forWindows Land Doore'- ex piing on 0-9/30f24. 'Notice 2 RERTes-t proposals #19-115-55 dated 01AW20 approved by Ishaql- Chanda- P-E.-expiring The runent associated FLk CGI file #11-0-70-55.01, expiring 04/14Y26. 4. of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their 04A4,121- sedes-"N'E IM Tan 202 and lighter shadeS (Non-'%lifte) Rigid CellubrPVC tw el- Uj f xterio i - Extritsions f o rWht dows and Doors, expiring on 12P2902 1 4-4 bhaq_1 Chanda, PX, Ishaq -L Cho wk. PE. 154ft I c1tanda" PX. Product Contriol Unk Supervisor Product Contra unk Supervisor Priz4net'ConfrGI Umit $u"rrispr < E-VirAtivaDafe� x1pril14,202116 Expirodelm Date.- AVA-1 14,1026 April 14,2026 APP DR MeL'Marcla 1.5, 1.021 Da4*- M-art], M 20.11 Am ov '1E E -4 SHEET NO. March 6, 2023 PA 1.4 O U MIAMIDMAODM t1AMt DADS COO NTT w 0 CLO O CL PRODUCT CONTROL SECTION Cast -Crete USA. LLB Cast -Crete USA. Li.0 Cast -Crete USA, LLC O Co "lam DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S 26 Street, Room 208 - = () BOARD AND CODE ADNMISTRATION DIVISION Miami, Florida 33175.2474 T (786) 315-2590 F(786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E5) U � }, � 0 co -� NOTICE OF ACCEPTANCE (NOA) 3Mv.mjarnidade.gov/econqrnv cu -0 U -0 � Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER: PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL 14-0903.03 0 -� N 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS LL. Seffner, Florida 335$4 I. Drawing Na. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet I of Ca 0 CD O prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled re ed b CraigParrino P E, dated March 24 2003 and DrawingNo. I,p prepared d S 1 @ f3 dated 03124103 and DrawingNo. LT4612, titled "Cast -Crete 4" 6 & 12 " R,V ) CD O > SCOPE. „ - „ " „ Lintel Load Tables" sheets 1 through 3 o 3 prepared b Cast Crete 4 , 6 � 12 Li ,S't�C , f + � � .)'� r • "Cast -Crete " �` 2 ,'Lintel Sa e Load 1'Libles" S1iG'ets � LT4612, titled .. 4 , & 1 f 3 .: �y, yry/} %y [� rr g, @ T /y#d ' 3 3 1,ry t revision date 0 11211 all Lintel Safe Load Tables Vheetc, I through gh of , L4�x) s d 6 -I, -� � O � L (D L r .. . • . . This NOA is bean Issued. under the applicable rules d regulationsgoverning e construction gan gave rig the us of onst?'u .ton materials. '. . l 2- 2 3 both 2 ' 2 �.� last revision #1 datedA April � DO o r i Parrino, P.L. dated March 4 0 , C a P , , , p-CL .� .. through 3 0 3 prepared b Craig Parrino, P.E. dated March 24 2t103 last t ro gh f , �+.... p y . , , A. , ,J ,} ,J Craig Q r [y114 prepared, Signed �li�kd se��eGi �y Parrino, ,[ . �.a. �rt fs7�1 T .}./ (n —to O � .p. •. lhe documentation .. - - risen anon submitted has been reviewed and accepted by Miami -Dade County RI R Prrtduct Control Craig drawings signed and sealed b Crrai' Parrino, L � E. g y g ; _.. .. .. .. revision dated March 11, 2008, all signed and .sealed by Craig Parrino, P.E., on �- � CD } I— C Cis Q Section to be used. in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS .s� . _. (�) 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete ,Lintels Filled and B. TESTS �' None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No.. 30404A, dated 0411 tt103, signed crud 1. .None. 1 • Calculations for Cast -Crete Lintels, dated 08119/2014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material faits to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if i determined .- p rt is d ermined by Miami -Dade County Product Control Section that this product or material Calculationsfor Cast -Crete Lintels -dated 051229103 207 a es, prepared b Craig 1 C f � p g p p - y �' QUALITY ASSURANCE D. `Y 1. By �l�tiart�i-Dade County ,department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. rt Permittin Environment and Re lato -Affairs. 1. By Micimi-Dade County Department f g, �' 2. Calculations for Cast -Crete .Lintels, dated 05129103, 140 pages, prepared by Craig E, MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity 'Hurrica.e Parrino, P. E., signed' and settled by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1; None. Zone of the Florida Building Code. 1: None: DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strengtb Precast and Prestressed Concrete Lintels D. MATE CERTIFICATION: F. OTHER » �� flr vi M 1 i stem Manual or Cast Crete Machine Made Precast Lintels revised on , - dated0811912014, i ed and sealed b Craig 11 Df prepared by +Crail'arilno, P.E., slated March 24, 2003 and Drawing No. LT4612, titled 4", 6 & I.2 "Cast -Crete. 2002. - February 03 2012 signed ed and sealed 1. Letter from Cast Crete Corporation, dated F b ry , gn . Parrino P.E. certifyingcorn Rance with the Florida Building Code 2014 Edition. , , p , Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the -Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade county Product Control Section, A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321..07 1, None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name r 1 d eMiami-Dade p w am o sego an the prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. *� L j /^t ,pp ry T �t Load "Cast -Crete 4", 6" & 1.G " Lintel Safe »� oaU fables`, sheets l through3 of 3, prepared by L None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino; P.E:, dated March 24, 2003, last revision dated March 11, 2008. B. TESTS T T C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS None; 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any othepurposes shall automatically terminate this NOA. failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (REM. any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department 'of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall 1. By miami-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER. INSPECTION: A co of this entire NOA shall be provided to the user b the manufacturer or its distributors and p y c ri d b E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued b Cast - I� g y shall shall be available for inspection at the job site at the request of the Building Official. 1 • None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page I, evidence submitted pages E-1, E-2, E-3, E-4 and C E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A, Makar, P.E., M.S. ap CD Pra uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor �.. IMIAMMADE COUNTY t! NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.I5 � W Expiration ]late. 09/11/2023 Expiration Date: 09/11/2023 Expiration Date,= 09/11/2023 Expiration Date: 09/11/2023 Cy, Approval hate: 08/20/2020 Approval :Date: 08/20/2020 Approval hate: 08/20/2020 Approval hate: 08/20/2020 Q Page 1 E-1 >�-2 E-3 mN ,� x a N CD s ao 3 m +�.. � a, Q 94 y C 0 •a .a a E 0 ca 0 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Notre. 1., Norte. B. TESTS B. TESTS 1. Noire. 1. Mone. C. CALCULATIONS C. CALCULATIONS I. None. 1. Norte. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Date County Department off egul ry and Economic resources (RER). 1. By A ami-Dude County Department of Regulatory and Economic Reno ees (RER). _ Ea....+ E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. N = F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z ( f) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code 2020 Edition, issued b Cast- g y > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of L 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables', sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E•, dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on (,) January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. Norte. Cl) D. QUALITY ASSURANCE �J M M 1, try htrarni-Dade County Department of Regulatory and Economic Resources ('RER). E. MATERIAL CERTIFICATIONS Q 1. gone; F. OTHER L 1. Article of Conversion for a name change. O w � 2 i Q� e my A. Makar, P.E., M.S. Cl Helmy A. Makar, P.R., M.S. z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration irate: 09/111,2023 Expiration hate: 09/11/2023 Q Approval Date: 08/20/2020 Approval Mate: 08/20/2020 —i E4 E-5 [1 SHEET NO. March 6, 2023 PA 1.5 /. — X I ILI ECO itr4 - TILLIT TESTING Q. ENGINEERING COMPANY - - -ViTAT.TTR A. TILL1717, JR, F,E, ____ ___ YL ��!Imtlnl _C44111-67 A17AU-NILD1106719 PRODUCTEVA LUATION REPORT REPORT NO.: 20-0721I.D1 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT $US -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL, MANUFACTURER: Global PrallMMon PMAU&Jkj,Lr� 4800 S.W. 51 Street Davie, Flodda33314 tPURPOSEOFE I,LUATJON: This is a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, And to verify that the product [a for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTEa-, 2.1. ERODUCT EVALUA1_10WIDOCUMLERY (P,,E,D,)m Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by 1-ifteco, Inc.; signed and seated by Walter A. TI [lit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part Evaluation Report. ,,%JIINJTPffSf10", . k %t � ..... �/;11�k ___ -11 .,­'��CEN" V, +� " - " ­11 - .. ,Y,- ,%:.A - - - I - I I - I-" - No, 44167 *. s , 7,' ' - � ! . 11 I � _* E / I ;*E ___1_____4_ � 4. I- __ . i -, __) 7, . "' C �J�' �, � , 0 '. 'k -,-,., OP DN ,.,-' . , �C'l � . 11 " �P, I.. "... ' 8 "... . 6355 N.W. 36th Street Suite 305, Miami, Flafrida,33166 - Phoue: (305) 871-1530 IR , , I � , � it, Hi I � PRODUC P EYALXTA��� 2 22, TE R P R : Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-669 dated 08/09/1996, #96-570 dated 09il 8/1996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10106/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Larglaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. Z_a."T ,,UCTURAL ENGINEERING CALCULATIONS, On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as we]( as maximum anchor spacing Va. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared byTilteco, Inc., dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT MISTANCE: Large missile Impact under section 1626 of the Florida Budding Code, as per TAS 201 Protocol. 4. —WIND LOADS RESISTANCE: 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures, Maximum panel length shall beas indicated on sheets 8,10,14,15, 16.19, 25 and 26 of 26 of Product Evaluation Docurnent (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9I 10, I 1, 14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E�.D.), drawing No. 20-176. 5. INSTALLATION, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8,14,16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. � ........... :"/ "k , ,/!, � . *��GEN,9j'--!!� S . - . I , , ��LtL-_44167 ', .* I * .11 FROIDEIC MY,U,VA1L0XR1PQHZ_T4Q_V.A72LQ1 3 0. MATERIAL C I HARACTERISBCS.AN-D ' CIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-17& Anchor specifications shall be as indicated on sheets 1, 7 and 21 ot 26, of Product Evaluation Document (P.1E.D.). drawing No. 20-1715. 7. LIMITATIO-NS-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 # I thru.4 and I 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No, 206176 prepared by Tilteca, 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. ' T3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluadoin Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). WATLL D:!ITILTECOADMON REQORDBIP. E. RIEPORT.20 kGLOBA1,FROTECTION PRODUCTS, LLCI20 (BAeE GALMWIZED ST�:El-�TORMPA14ELtORV4G*2(�-17$%R�PQRT#20-0728,Oi /"t___ — — LrECO u4c\N, TILLIT TESTING & ENGINEERING CC I WALMA. TIUIT, M, Ill. filteoo@ool.com PROORUCT EYALUATION REPORT TTLRRU-N, 44167 I­L-1 �&.1-i-N.A006?IiI REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCTICATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. Global Prolactlion Products_" 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by WalterA. Tillit, Jr, P.E.(Systern ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3, Method 10 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 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 � INCE SUBMITT Z1. PRODUCT EVALUATION DOCUMENT (P. Drawing No. 20-1 75, tided '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tiltecot Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020, This drawing is an integ ,#nt�tfD§0jPIS Evaluation Report. , . kil "ICi., IS--"Y": ...... �`L N 63 55 NX 36th Street Suite 105., Miamit Florida 3 3 1 �66 - Phone: (305) 871 - ' 167 I. . f99=TFWA;AT1[0NR0D_4_T NO, lk,072= 2 22,1EST RE PORM Large missile impact Ito tests were performed under SSTD 12-99 standard as per section 1600,11.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per AStM E-330. Test reports prepared by American Testing Lab of South Florida, Reo.brt# 0814.01-01 dated 03111102 witnessed by William R. Mehoer, P.E_ Boriz MorDz, P.E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaleapsida, P.E. and Henry Hattem, P.E. Large missile impact and cyclic foadings per Protocols TAS 201 & 2,03 as per section 1609.1.2 of the Florida Building Code. Test Report prepared bty American Testing Lab of South Florida, Report No. 11,23.01-10, dated November,23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tanstfli 0 test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,200% signed andsealed by Frank Grate, P�E, as per ASTM E-8 andlenelle Test as par OC Metallurgical Report No. I OKM-1 31 8,,dated December 1 � 201 0,signed and -sealed by Jerry Jaclofano. P.E. as per ASTIVI E-8. 2 .$TfWCTURALI!NGINEgR!"C-ALOLA,TIONS, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 12J18110 and 08/27113 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3, MIMILE IMPACT RNI$ ,WIZE T__ Large missile Impact under section 1609.i.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAIS 201. 1 4. WIND LOAPS RESISTANCC: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated, on sheets 3, 9., ift, 11, 12 and 17 of 18 of Product Evaluation Document (P.E,D.), drawing llfflo� 20-176. Maximum Anchor Spacing shall be asindicatied on sheets 5, 9, 10, 1 I, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Pantel has been verified for code compliance to work as a non -porous Storm shutter assembly, as per SSTD 12-99 Standard. t � I I , 3 5. INSML&TION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 8, of Product Evaluation Document (F.E.D.). drawing No.20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14, 15, 16 and 18 of*18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. fit,MAtERIAL CHARACTERI"CS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of IS, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor speciftcatFons shall beas Indicated on sheet I of I 8, of Product Evaluation Document (P.E,D.), drawing No. 20-175. I -LIMITATIONS AND CONDMONS.Of USE 7, 1, Shall be strictly iri compliance with General Notes No- 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not: be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shationly be installed into poured concrete, concrete block, and wood frame b4ructuras, Product Evaluation Report prepared by Walter A. THIft, Jr., P,E, (Florida License No. 441,67), President of TIfteco, Inc. (Florida CA-0006,719). wAnLL D_*� TILTE�Co ADMON RECORDS k P, F. REPORT.2C GALVANIZED STEEL STORM PANEL k DRWG # 2G-I 75 k -4--i (D (D .C-- a) -0 a) — M > C) (3) = _i._J "a =3 _0 L_ a) C) L_ C_ cL C o 2 = 0) CIO , 0 -0 a) -6., a- W . a) -t- CD -0 0 -0 -= _a = 0 = 0 5_ —0 q -9 a) :�: M = 0 = U_ "_ — M . - (Al CD Cn I- -ii.- CU C_ " = F- ca -0 T"o .a -1--a Cn 0 < 0! 4 Z W mi GENEPAL CO R & UEE SAFETY STORM PANELS 1/4, 2/4, 3/4� 4/4. 5/5, 7/5, &" FOR M al 8 31 IN CASE THAT PRECAST STONE. OP. PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE (SCALE 1/2-l-) EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN _"VC7L1RE SE)JIND SUCH PANELS. -b.IW/10, 2W/10, 3AV/10. 4W/10� 6/5 � TFORM PANEL 5 ONN THIS EVALUAMON DOCUMENT (PED.) HAS BEEN VE14RED FOR COMPLIANCE IN ANCHIORAGF, SHALL BE AS LIFATIONIED, IN ELI) AND IN 6.2). __.____,______ ____.._,__ _____­_­._­_­_ L IfLi"' (TOflIL WEITH) ----- ----- L ...... . ­­­­---­­ - -- --- L -----­-­---- - --- � . ............. - III 511V/ 1 0, 6W/I I & 7W/ I I ON " ACCORDANCE WITH THE 2020 t7lt, EDITION) OF THE FIDRIOA BUKIIINt CODE- (0) M-IAMW-WDW-LMAI-SEE=-06=-;,-.L-24L.MN.iI ; � _­­ ­­­--___-,__i5.I9r (TOM WIDTH)- - ._­­­­­._ � _: ------ -------- ------ -- -­­-­_­--- ­- ­­ 12.5w (OTECTAIC WIDTH) ­ - -- - - - - - .___ _,­ � I , MAX ANCHORS., FOR CONCRIETEE SEE SCHIEDULE ON S"EM " & 9 ­­ ­ _r NA`_ DESIGN IfIRLD LOADS SHALL BE DETERMINED AS PER SECT " I 620 Of THE ABOVE MENTIONED CODE. - 1/4-0 TAPOON ANC�� AS MANUFACTURED BY I I -W, BUILDEX, INC I ! � � I ,-,--. ____ - #14-10 PAOISIMAME FEMALE M ANI PAKIMATE' PLUS ANCHORS, AS AAHUFADIUREC OR XLCO CONSTRUCTION PRODUCTS I ______ - I --_6 1/4, ­- _­­ -- � i i r------ ­ ­ 6,250"- - ----- — -----� 1 14 Lek , FOR WOW SM SEC904 ON SHMTS 10 & 11 1 1, MIN. z FOR A WIND SPEED AS REAKLITRIED &Y THE 4URWCTION WHERE THESE 'SHVITERS W4,L_ BE itWTAILLED AND I 7 FOR I I 5 I A DRIECTIONAUTY FACTOR K,5.0,86. USING ASCE 7-16 AND SPIAIL Not tXCEEO THE MUTUl (A,&G) - 1/4*0 LAG SCREWS PER NLO'S. i ,­I.Ailo, -, ,_I��*_ r--Q�O-_ ,,-�Sool i I � ,-t,ftcr - . ­ - OE ON PRESSURE RATIN054 INW,XIED ON SHEETS 7 THRU IZ 14, 15, 16, TS & 20. I - � . � '.1 i - � i ht� ,5, � x " --t­,LS01_ -, DO361 MIAL THIC ­� -� -::: 6 0 , 0 1 ,51 - 7/16'0 . Synt' WM BUS444, AS DISTRIBLITED BY ALI, POCNI SCREW, BoLE & SHECUELTY CO. ,,",,; I � I i t , ,, " I K r-'�Ao' _�A �, I - - T 1�- .�, To. - -Pi� 'LL 'CULVANIZEB STEEL tl"�,� ,� 4 +@ j_; __ -,-.-,--, _' - 1­lr_'_T_ 11 � _T__ -1 , L-,--����,.�Lr,.--�l"-"-,�L'i'� . . .... ..... I - I , 44, F , '' 911 lit . ,,�: , - ASTM A-03 � (�), (D --,--I -r - . I I $PAU BE FIRST RCWCED TO A5,0 DESIGN MNO LOAM Eff MULTIPEYING, FROM BY off 04 ORDER TO / � I , � I ­r� I I - AND PANIVA" �EMAI,k ID. /�, - ". coll CC , I GRADE 50 ft" I � I I I � I __ � - � L I , - , GRK' M, " , 7 COMPARE THESE W/ MAX (AS,O) DESIGN PRESSURE RATINGS WCATED ON SHEETS 7 INAL) 17, 19� Is, HS, 14 & 20 r1) MINWW TNN� PENEETRAPoN or LAC sCREW, two Tst WOOD rTUINEE UNIT SINAij, , I/e, � .1 -4 2" 2,'-* -61' G'AIV NMPQ­-` , - I (�)_11)1 + 1� � i I i i M IN ORDER -10 VERIFY THAT ANCF6TR$e ON THIS V E O AS TESTED WERE NOT OVER 7RESSM, A 33% INCREASE IN ALIONA&E L , i 6 t , f I I 1 1 1 I $I, �� I TYR \ - ,,, '� , 1 I . CRUM TO VERIN 15 ABOVE, COND41011. ULTIMATE DESIGN WIND LOAM DETERMINED PER AM 7-16 L - FOR. FI.CQ PANELMATE PLUS � I 14AINI ­�-�,F,,�.. F ------ - , , _ � , �', ­� DA-0 (�) C �; WINIMILLA "WIM OU40OATlON Nia WOOD OF TAPCON ANCHORS SKAL BE I Ile AND 2 2.L XL "k-, ,; �"07. __ � " PENIEYRATtON NTO STUCCO SHAL� BE CONSIDERED AS PART OF THE 9OWF" RIVICADED PENCTRATION 10' CANDE W Mae" D, , , _ , + i AS - ZOOD �2 - /1'', 1 No THREADED . �� ,�_000tua �tg,Flc /1"TKIMA, AT 4L11 I _NWMCD Typ, DETAK, �j , � I I I i S cl-i _M �­ , STRESS FOR WNO LOADS WAs ACT USIED, IN THl ANALYSIS. FAS"ERS SPACING TO WOW HAS BEEN GETSqNl IN I EDGE I IEDGE � I I I I 1 , CM2, ) , L ACCORDANCE WITH N,D,S� 2018. G-00 GAIV, TOETAIL A i I , I 1 1 i ,I I X C3) MINIMUM EDGE OSTANCC Or LAO SCREWS, INTO WOOD SHALL BE AS R401CATM IN IRIS DRAWING _CW-L A . 48.8' 1 1 1, , � i " , , ------ '­­ ­ � ------- � " , / i ____ ... .... . ... � I STORM PANWS ADEWAC'Y FOR, IMPACT AND WIND RESSTARGE HAS SUN VERIFIED fN ACCORDANCE WITH SECTION IQ6 ------ - I --- --- __ '_ I ISt, , I 3 � i I i � I I _ _ � i � I - THE AJBCI�-, MENTIONED CODE A, PER HURRICANE ENGINEERING AI TESTING INC, 12ZPMS 96-M, gf-570 & 96-T30 OF C-4) MINIMOM PENETRATION OF INDOD BUSHING SHALL BE 518' 1/4* 0-20 SCREWS USED SHALL BE 1 1/2" to 1. - 1,3k. f L-I.Av _ , . __ �_J I I I . I , 1 lr 'I 1. � L S� i I Li . � AND No MINIMUM I , � ­­ -_ -- --J + - L _,._ I ... I - - - - ,.--,-.. __ I I I -1 __--i- _­ __J­_'_-­_-_ i I 6 = =1 FENESTIVITION 72STM LAB WC, RIEVVITS 02032 & 02126 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 S14WLD VUCCQ EXIST AND 1* MINIMUM FOR WALLS WITH NO MCCO, ­ --"- _----_-__-5.23O"-------- -_ 'So - � I I,-, - L--'-,--- -11. - I ,� R q,v AS ­1-­_T-_T­ ­ ­_ ­ - L 1_­ _____ -I.-- I S I. I , I ­ T - - I ; I , -- -T--' �i =� WELL AS AMERCM TEST LAI) OF SOUn4 FLORIDA REPORT #02 9.01-09, AS PER TAS MI. TA 207 AND 1 1 1 T' , - I I ; i i i 1 � I i � � V_ C; 195 ,., x I � I I-L t- I iZ,_2_IB?'____ , , � , ' L . -7 = ,'� TAS 20.� STANDARDS. C 5) IN ME T1,W1 PRIUCAST STONE OR PRECAST CONCRETE PANELS STUCCO OR WOOD BDARDS BE FOUND ON THE EXIS14C (D 9M UK @1L END STORM PANEL I i I i 7L ' I I i WALL, ANCHORS SHALL BE LONG ENOUGH TO,REAGH THE MAIN STRUCTURE MOD SUCH PARELS, - [ , I I - -L 11, -111, -� ! I : I- 1 --'--- --- - 1- -1- i 1 I T . i I . ..__ I . . I I � i f , , 4 J I _ _I-+ . . . 1 1 � -W � - LA- . 2 ALL ALUMINUM CnRUS9W 'O BE 6063-T6 ALLOY AND TEMPER, (UNLESS OTHERWI,11E NOJW). $EE ,,r: ANCHORAGE SHWUL BE AS MERMOM IN C, 1) C1) & C 4) �, -, ,4;A 1 I 1 �__4 I A' I rH . 2 ' , - i If __1 , ___ r I I 1 � FACrURCR . - ` �­ I i I I -i- - ; i i i I i I I I 1 936, - - 'I i i 1!2 4�k: , 1 1 1 1 1 " - ! ! 1 1 I I I i W U) I ALL ALUMINUM 94M METAL USED AT CLOSURES SHALL HAVE 3t0fi-HI4 ALLOY. (U) ANCHORS SHALL K INSTALLED FOLLOWRIC ALL OF THE RECQMMFNWKWS AND SPEC11CALTIONS OF THE AW-HDR'S &ANU, 1-1 ��_' �.L t f��O: - Z187, 1 - . 1 1 1 i t,& - I 1 � - - - - - - = k_. - I 1 I 1 1 i i I - I - - - - - - - - - .125' _ 1/4*1t­20, t/4'0-20, _i2f 9 � I I I il�l I 1 1 1 i 1 1 BOLTED PANELS W/ 1/40-20.1 I - to = A ALL STM SHEET METAL PAW�S SHALL 4AXT STRUCTURAL QLAUT'Y S 1-1 -, L _____ ­­1 i . V�q .4; MEL AMIN A-853 UIADE SO *14IMUIL 11-60 PAWS_4A9_LfP_ - .,Do- it 0. - -,,,,. i I I - , G&VANUED STEEL DESIGNATION W/FY- 56.5 kai (WFER ROLLED). 8 PARIfIES MAY 4-50 BE INSTALLED HOR901,11ALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHIEETS A */ Nnato EWE - , - � 1,250, .ZW- � � i �gIS. L, "M SERIES 304 SERES _ 7- i A -, I i �Ioo* it 0. . I ._,So_T_ I UNBOLTED PANELS . 1%C i !(SEEE SECTIONS AS I � - i i i I I :1S4GM.S. DOLT W/ 71tr . 3/32' � ;1 WROUGH 6) EXCEPT IPA? HEADERS (Z) IS (3) SHALL NOT BE USIED, , --- - - L I __,_-::I_ I SS STUD wwrlm S.S1 STUD . I i I , 1, , _'4 I I NUTS 0 EA, OVERLAP 0`1 W I 51 ALL SCREWS TO BE STALN STEEL 304 OR 315 A151 SERIES CIR CORROSION RESISTANT COATEG CARBON STEEL AS PER R-40.W _--�,� I I 1 � I I I 1 : T � . X 40 I f LOD � I "I- I TO ARGUE :W0, - APPUCASLE) I : I ill (SEE SECUT10 AS APPLCMLE) * 9 17 SHALL BE THE RIE-SPON54AUTY OF THE 0OAHRACTOR 10 vEMFY THE scUNONM OF 1,41� SMUC - 12 'Ir ox� T2 ,/e a 1 I I . , ; (AN Soula W/ 50 � YIE STRENGTH AND 90 4.1 TENSILE STRENGTH & SM COMPLY W1 ,LORCA BUILDING �­L TIME WHERE SHLITTV1 IS TEI BE I � 1, *0.06- � I . t I ; I 1 I I 1 I � 131 .4) �.q W , �L r I -L 11 TO ANGUE 0 06 L � . J i 6 - 111-C ATTACHED TO INSUK PAOPCR ANCKORAGf_ THIS SH'JTFEER SHALL ONLY HE AFT - - , _�� ---7.,1 I - - I I I I ' , - L . , L , - - 1 ---, i I � , I I � , ' .. ,;,� " , -_ _ . i __ I ; I , SECTION 2-it 13A WAUDWGS. AGHFD TO OONCRM BLOCK OR WOOF) FRAME ,,, I _1�11 &375' .09r .cKI , ___1 - _1 .... 1 - , 1- 1-1 IL __ I � - �­ _L__ - ­ __U .* ,� _� - J i � ,� 11 I -, I . 2 Dow 1.100 I .- 1.11 L, ­� 1_1_ -i --- � 1, 5 BOLTS TO BE ASTM A_"� CALVANDEff, SSTEEL. Oft NS1 304 SERIES STAINLESS SWSL_ WITH Z6 to MIHIMHM - " � - - - - I I ­_ , � I IP -,��i , ��--��-L� - ; aff� I � �, , , , -: � - -T------I---- I . � , '_ _­­1­­__1­-_j 1 71 i �Lt". 4 I h! � � i I 'Ic I I , I , i I 1 37S . , , I 1 � - - ,_ " _', 1 I 1 1 1�10 3t Ill, � - 1 2,Y?s 1 � SEE , .939" ,010 SM t __ - r__ - , - :5 A I '? , It. . I OETAIL til I , to �f ,�� �,�, �� I L I = 11 STRENGTH �iw _,� 2112 - 1 4 INEMIL I . . , - ' ANCHORS TO WALL SRO&L BE AS POLLOINS CNIT DURING PIEWDS OF HURRICANE WARNtW, I � �7r 12" ­1 I 1. i ------------- 1126' ) � i I I I , I I i � vp C_ . EACH REGULAR STORM PANEL WITH LENOW, OVEA 8*-P THROUGH t2*-4*1 AS PER SECTLM 6, a. 9 at To ANC ALTEWTVIES 8w, i __ , I C � I 125-i i"I'2 - ___­ I � , i �, 11 1 i 1 i i I i � ;. I I I � I I I I V � � � I . _IP 11 THE INSTALLATION CONFRK.TOR I$ 10 SEAL/C4ULK Ad, SHUTTER COMPONENT EDGIS Wft1H REULNO IN CoWnuoUs CONTAC� RITH fl__ � . / - " I—- ­­ ­­-S. MO.'— . ... ­­­­ __J$Ua�­ L, -wo.-_1 I I 11 I i 1 � i 1 1 , _� SIR It on ON SHEM 11!t� a & 12 ReSPQ;Tr41,y. SHEIA4 HAVE A LEGIBLE AM OWLY VISIBLE MARKING WSTRUCTING (WYNER OR I I R" 0. "' � _: , ,. A,__�C­ - i i I I 9 19 = A (A) tQ_W.PW_e%BEQ� TENANT"TO SECURE PAINaS WIrk APPLICABLE RIDWORCEM /-I-- _Q_1___ i4o�_ \' I I t� I T ! -0 TAKON WHOFM As MANUFACTURE0 en I rW MAU", INC (M., C MST! Q THE BUILDING TO PREVENT "ND/WN AITRUSION. X Lt-1 W*� I , ,-' � , � � 1 1 I I I I I -, I/ A , - I � i i i I I f . /4 . � 7/8' XR46K­114 ANCHORS. AS MANUFACTURES BY DEWILY INIC (V#L7.,_,1r,".,) _W ----- i I I I I f � I - M A1111 ISOMEIRIC VIEW Wall," / L--2,000".1-- 2mv (D+ W --- I ., " i - I . I - _ � _J. -- - 114 It Ve SOLTO-SET ANCNORS� AS DISTRIBUTED BY ALL PDW SCREW, BOLT & SPECIALTY CO 12L STORM -ANCI. INSTALLATION SHALL COMPLY WITH SPEC$ -NOICATED IN THIS DRAWING PLVS AW, BUILDING AND ZONING REGULATIONS ROUNDED C*RNER * ENDS OF PANEL'S "Ja r),M.,&@� _*� " , - I--! -_ -_ 1� i�� I � I I— ow 1 �, i _ --- � I .1 c a (.- PROADED BY THE 4URISOCTOR WHEFIE PIERMO IS APPILIED TO, END UP W/ HEMMED EDGE, I _� ! � , 4 �` - L - V, "a -a '­3000 P-) - I ) 0 il� I I - - 14111"_­ ­_ " j" ' ­ 'L i , � , - Of PANELMATE FEMALE 0 & FANELMATE PLUS k4CI40n, AS MANUFACTURED EW ELCO OGMSTRWTwN PRODOCIS (N.T.'s) (�) oui-Bum RD= MD @,(�).(�)-@. (D., a - #14 I ij) -h. HUD (�) AN (4 ANGLE WIJh STUD g AN= WITH I OVAIL I'­33SC P_�,) 15. (a) THIS MOLCF EVALUATION 0OC41MENT (P�F DJ PREPARED Of IN$ ENGINEER IS GENERIC AND DOES NOT P90MOE IWORIAMICIN �­ , 31 UAK � I _ ,/, FOR A SHE SPECIFIC PROJECT. i�. WHERE T14E SUE CONDITIONS Ot"TE FROM rk�_ PEO f ­-, - _--� VARICS I ,�:= -- 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. E I, �* OF TAP -MP ANCHORS. AS MANUFACIURED BY 7RU­AST CORPORATION (I'o-33,15500 p-) . I' MIN L SEE . � IW/10, 2W/10. W110. 4W/10, /5 k-L.- (0 CONTRACTOR TO SE REVIRPONSIBLE FOR 'HE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY CC THIIS PRODUCT � - = - f__J 1/14 & 2/14 0_244* � 5W/10. SWIll & 7W/11 'Ile A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 4L/4�; e FOR PANELVATE FEMALE .374' � � �_6 10 AND PANEUQ,Tr PLUS AND 1 1/4" FOR CF TAP-OMP ANCHORS BASED ON THIS PIIED. PROVIM HE/SHE OOCS NOT "MATE FROM THE COWTIONS DETAILED ON THIS DOCUMENT I T - . _. �r USE- 7il! low �350` - , _V4,HR 1 - - __ - I , _7a EDGE W - .4- -310* ANCHORS. FOR CONCRETE SEE SCHEDULE ON SKESS 8 & 2. , UCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSJBR�rrf I I , L �3901 1 T- I 1 1/.71-20. 304 SIRIES __ __ I I I 'HEUS, ,� -i � ____..________ ._ L _­1 ­­­-, ,- L __ -, _: , - T:" -1 &7) MX-14 & SWO-So ANCHORS SHALL BE EMBEDDED 7/9' INTO THE POURCO CONCRETE No EMUEWW INTO � I I - !P%, � f I - ! L", 3S. STUD RNETED TO FOR WOOD SM SECTIONS ON SHIEM To & 11 ! I .6io, STUCCO SHALL BE PERMITTED. 1/4* *-20 SCREWS USED SHALL BE I Ile LONG MINIMUM SHOULD STUCCO EUS, I . n- /-*I- � I_ 1ir___ "A �415` 1 ' � ;Zj # L12 11r CLC o,J THIS PROCUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If 400KRED i-407'1.063' �3 7- �_- L ` I I -1!�� ir�- - 8-f � 671- � � ­J 1_1.� . �__ 1--.. _P ­ � _-1 W TP MINIMUM FOR WALLS WITH NO MCCU- AND MAY SEF HCACDG 5CRFWS OR ALL THIT-ADED SCREWS W/O HEAD, td) SM SPIEOW�C YROJEM SHAIA BE PREPARED BY A FLORIDA REGIST4ED ENGRKCE� OR ARCHII WHICH WILL BECOME THE - I , 1 13W 1 BUT WITH WNG NUT& L ; - 1M* - I R 062, �671 * I � 11R, I. ENGNIEVR OF RECORD (E-C.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FC* WE � I i ... ­iI - 't - ­4 � ,.mr � tols, No " PROM USE Ol' THE P.E,O. ENGINEER OF RECORD. ACIING AS A DUE"" ENGINEER TO rKE � ' - NC`E " I .75W � L 51'e I \ i ! - ��,.-,.- , - , ) A U ELEVATION A 5) IN CASE THAT PRECAST STOKE, PRECA-1 CONCRETE PANELS, pAVM STUCCO OR WOW aCARDS, BE FOUND ON THf P_CG EENCINEV-P, WAN.L SUSM11 TO THIS LATTER THE STTC SPECIFIC DRAWINGS FOR FSYEW. I , ISTUCk I _4)5iF�_ I L� -1 , i , , EX*TINC WALL OR FLUOR, ANCHORS SHALL BE LONG ENIOUGH TO RWH THE MAIN STRUCTURE OEFIND SUCH WMIAME.L., � � I_ W I __ i --..I-- - IL I ELS J PANELS ANCROPA" SHALL BE 'IS VENTIONLED IN A-1) AND IN A.2). (*) YWS P LO SRALL SEAR THE DATE AND ORIONAL SEAL AND SIGNATURE Of THE �R�SSIDNAL � I - AiLm .065, ) -- 2,000­-o I . .1m. N_T,S, ENGINIEER Or ,RECORD THAT PREPARED IT (�) KEY HME URIER ",A ____ __1TYP.) (a) IQ-UMW,WM=Laxc,�i-w6LLA$-,N-,.--Z. 7,090- 1�� I/#' M.. GAP - ;/4 : TAPOON ANCHORS AS MANUFACTURM Ort I 7, * SUADEX, iNt 14. SRTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM � -, ­003, @) 71177 TRACK ANGLE (B 3/A* "r TRACK M U1 PLMEQ ter - /4 : , 7/8' CALIt-IN ANCHORSL *S MANUFACTURED BY DEWALT INC� (MIN, e-1,500 p-) P94FL SHUTTER IN ACCORCANIC15 WITIH SWTIONI 1709.2.3 OF FLORIDA BUILDING CODE, ONE LABEL, : . - OW VA7H slug (MIN, ovuluW -1 WHOLE VAALENJ -1 SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WIIH SE,T%* 00,q,2 DF INE i 0,036, tfft�,) L . __ ­ . GALVANIZot STM _' 4!?NI, ­ , - 1/4"It N 3/4' Sol ANCHORS. AS DRSTRERITEED BY ALL POINT SCREW, EaT & SPEC-I*Lry to /__� �- T!t %. I - FIORIDA liftl"M COW. � � I i (W , f'C-Am lt�.i,) ; ? . � t-711-1, ,----- I � -, �_Ij - - #14NIO FANELAAM FEMA11 to AND VANELMATE PLUS ANCRM, AS MANUFACTURED En JELCO CONSTRUCTION BE USED TO I � __#w w .0w, ; I/ I/ � _... Will= DICTS (MIN. 1`_207� PhJ) #fLt I It, 3F: .- - P " ­ ao'.lI, p...-',lr,ENk -.. � x,� 7 �,� RO ILL H10111114 � ) , .�, fo'g I - J/4^ OF TAP-GRIF ANCHOIRS� AS RANUFACTURFI) By TRU-PAST CORPORATION ,* �% � � nmani � 1 .8 ,tgs, I %P I " -O .N.'", '36-o.wV4 I � ,,IRA # AC-11-1 � I- vok, " �­­ I ... ��/Al, � 1. !:1 ... "71711 Colpl'?,,� . ; I � ­ - _� * ; n�A , " , "I i .1. "P111 , WILOWO CODE ( locity Hwr one Zone) � - 11375- 1 till % - `cL DA BUILDING; CODE (High Vatatity Hu Icane Zone) ' - I . ­_�'_� *1 . - f I., - 0mo RLIEW, INC ------J- � I I � �@ %, - 9 1) MINIMUM EMBEDMENT, UP TAPCON ANCHORS, ELCO PANELMATEES AND CF TAP.GfNP Aw", two THE � � FLORIDA �fflqh Velocity Hisr I � �_-�i� .- .*1 x_01k,U� +,� � j'L ' No� 44167 ' I a ;A� I . '� I'll i , � Cone zonefl 'W'.., I BLOCK UNTI SHAKL BE � Ile, - I "P i ", Ir _ * FLORIDA BUILDING CODE (High !!!!!,!� flu "`_,� FLORI I - . X 20 GAGE GALVANIZED STEEL STORM PANEL � I L IA t Ur wwo mnca, W_ F.- .* '- . N . _. L � ,_ ME"Vol"El S , .;4 0= 711TEX01 W, 20 GAGE "LVAHM SM STORM PANEL FYI 0.2) CAUI-ai & SOLID -SET ANCHORS SHALL BE EMBEDDED �/B' INTO THE COWRIFTE BLOCK LAT NO ER815" 167 . - -OKAW 135" I ,,, . __ � , -­= ,WWG NO - % _z 20 GAGE GALVANIZED STEEL STORM PAWL 8, .1 . I - 4 STUCCO 0 . = I- , �140* . 2 - . -187 Ii. $ .1 I 41,141% 81 = ., No 4416 '* DIMIN V. INTO STLICCO SHALL He PER Ir" k/4- 0-20 SCREWS USED SHALL K I I/e LORI MINIMUM SHOU - - I W___� try/a/le" _114_�_ ! , n 11 � I—. * _ '*1 — . 07/01/20,10 - * " pm/"" � .:R,. .- ______ . - GLOBAL PRO I.I.C. IMM. % GLOBAL PROTECTION PRODUCT;:,, us.. . WALLS WITA NO STUCCO. S S, 0, -. R - MIT --zow­ * �;, - $ECIION A . , _� EXIST. AND I' M#4AKW FORM - _4 _rI -LfE—C 0 IN c ' GLOBAL PROTECTION PRODUCTS. LLC. , --,��i , '­ _� , , STA OF .� I , \ AMAT &A. 51 S"Its - - A A, ILI PANEL "' 'S _ I, IL ECOiNc. TECTION PRODUCTS, - ALT-S. %J . Z:�i,. �i I \ Aw Be a, sum ,_ C', . Z 0 DI". ... t=W__1: Ar*1X=r._. 20-176 ?a- `�. � I I __ NICK, S.W. 5 ATE �F .Q 1. , �V� .0. 101,A) =?Sft� =11 2 WX114C .. TILUT TESTING 6 �- 0041PARY I SWW P'DAC B., WoL FL 333, , ;<�, .. . / ­W'A - - ow", 4.)._f,.n . *, �S­-- -.1 01.1lo tl�. 0 * ALTERNATNUY'. USE WIMC *9 */GOT 71 - ftdfw� ("Oeft-7110. F'M""(O.)M-am 20-176 �� -1. "45. W' 20-176 .... . � " CA � _0001,119 -- CAW- I `�-;,f,�i� OR ­�-,� , 1407-�i L�� W -A., mt"`��Zof`R` -.I — 1-Le. `U,-X._ffW .... - — I-,-,! � - !f1W:7i1P_11a=!A=­_1-1I — I - ammwa.w . CA , M -.1.1 IM", I I ALUMINUM ANGLE 1110141WHIC WASHER Wy ADDITIONAL T7AVIA --...I.. DIFUNNIG - It I 111111_11311�S�T�� ... It%%- - I,= ,", '�i;.'i' I . - I P_" 1; I - I - MICET � Q` u - 7/8'"3/432" WADER ISMINUTS _4 Z - - - I - I - I SIM OR MCK11, PLATE!) SIM). r SCA14MANXtUft/GATE - n. 1 - .0. 2 TR` M "I44', N .A.11*W_/SI4`_W/Q`TE _., - I - I . - I - - , - . I - i � I L 2& 1-, 6-7 - , I - - if - Z MEET 3 W " I I I I I . ­1 ­ — tHnALLATION QEJ&1L$ MR REGULM FANELSCDJ" EW 9CAM DUMS 14MAM IN PWR IN51ALLABON DETAILS FOR REWLAR PANEU3 & a INIQ EXISTIN9 POURED CONCRETE OR O WKWE A= OR WOW MIALLATION DEIAIU EQR REGULAR PANE 3 & U _N` OR "AIELAXTE t/,�Z&V4. VAUD FOR SM& LIFE WO AN E-Z H" M& BM MU INTQ EXISTING POURE12 QQNCRETE OR CONCRETE BLOCK KRUCIURES r., It PLUS of I'VIALE ID, CONCRETE ANCHORS :" ,� . 0 , � - INTO. EXISTIffi ROURED CONCRETE OR ONCRM BLOCK STRUCTURES w.m .,m OF IAP-or , , MPZ( *0 � . -�I, I ANCHORS FOR CONCRETE: SEE SCHMU11 ON SHEET 9 * _ I n SCHEDULE ON SHEET 0 & 9) (ME SCHEDULE 04 ' - ) __ __ FOR WOOD SEE SM110NS ON SHEET 12 __ ... � . ........ _ � (SEE ScHlow ON � SHITUT A THROUGH ;�� I - POURED CONORM _PQURED CONCRETE _,_=C=8LOCX CONCPM A.MICIRS .. i 510M a " ZRIMUCH 10 -.K,- "I'll - I - OR CONGRIM BLOCK I � 3* U-11 -A 7� --I � - _�:t (,* I Cn -*--a (SEE SCHEDULE: M N , - I OR CONCRETE BLOCK 3' M., 7,er �, 1 ,,� - - - - __ _ - � 1/2. . %. I RMUIRED i VITARRED REQUIRED _.�. - 1 Z, , Q�AQ � * . -Cp CONCRETE ANCHORS I' on. tMK Mow .1 VHQE VALLEY) - CONCRETE AWAKIRS SRIETS a THROURSH RI � _--E_CL-- CONCRETE Ahc.m \ \ - �, � I r : (SEE SOMMAX ON _11� EXISTING P - I I , . _r0G*1T=.1"DM CONORM ANONDFIS -7 � - _11110. 11, 14 1111ft L ::: - __04 , f, , 11 - n4 I . , ==--m- I ---- (SEE ScHew ON __ SM. ON I _ � ... - *V " t_ ". 11 — - I I , . I ­ __ - 77 , I L. (D S.Em a -MOUG. 9) Ill ". - . CONCRETE: %WRd -, � �_­_­_i SHEET 2) . — w I DA FF-A "v . ­� I - : ! SHEET 9) : � : E �, -1 T*10,_ "E" . "s, ,.�v I L . i L * _-T-L-f EXISTING POURED lzr�e T*WZ 1) \ ��, t - - "�� � - - � I I- LA`_ - . i I � � I �J '� i CONCRETE REOUNW,, - �I- W.- \ �,�� I _97 . � I . FIE- ,,,� 1��N�_1�1'1�"��1�1� �-- , r_ '2 I .Opw , L Lo� �� I 11�1 a) , If I . 1 1 : � - __,� . . i I � t,4! ,�,�, , -- =&POLNE11 � � ­-, . S, , � - - , -, - - T � I . I t­ �� __ 1-11-0 n � ��' I I --- _____ i ;I , � i I'm * � �; P 1� *, � i I , I , I - 71"'I'l, 1 , � I � I I - - I . t/41 . =`!- f i L��: I i I'-,' . � . ,,: . - ______ -I _�" �­­--­-J 11' . L � - - j 3 . � I 1�1 I i I � � '. - i :1 Z. L 1_ � L __�I , 2 Atqf� __t r I ' i I 1:;��, I I I I I I � � �! 1 ; , � � .... �-, . . � I . � I I I � T 1 � I I ' L I -- - L, ___' i C.. ___ I i � --\ , , �­ ., L­M-lm I �! � C:_ � L J � I . . ! � I � - __J 1/4' V. ". I 1. ." � 1=1391 � I � I , 4-1 I _!J`1`*_rCLC__ � I L, -te � 1 . - I ; '' r I . a) _C_ ,� I I I ; � I (A ,/,,t \ r s�: � � __ I ,l s .i I I - . �;- i W -./ I 11 � � I . - � , . : i Onsw Pom 1 IE a - � i �- ---(AA� I - , I Z 1 i ;�� �� I . I , I 1 .5 . , ; � � , I � , ! 1 � ! i 1 11 "D.. �' L " - - i I i � I I ; � I i ! Sox I , I , 'Lo- - . - I "' J­. L', �� ,,Nai, - , � � I : Li � � i , I � L � � = � , ,- i I 1� 1 ,.'io, �"- 0- 1 � �,,, I � I i r . " � I f ! ! � z i � I I : � 1 � r, & � 1 , L -+.-a Cn -, EXISTING POURED ct", L - .1 ir ­L<0 ; � -,,�� , , I ',� 1 1 , � , I t OF V - I . .1. - -, � i I , L 2 1 I 3 - __1 I - ; i - �,-E­ x � � , � � � ,� T t "IsI POUR , � : i i I � � __ � � �� %, I -� ! 1 1 ", E ), -N, I CONGIRETS � - I "� CcNCRM BLOCK ; I i � � I . ,,U . I - __q I L I - ­_ , - " 4- I . _ , I.- - 1 "I ­­_ T. -7- - _­ ,, ­', ' "T L . i � 9 1 Ilvattr"o I �,- 4- 1 1 1 ", I - -t � . ­L,�­4­ � - I" I ; " -,, � � , I 11 _01 ,R 1 _SWT ,� _ , - -+--a I I I �� I. . I .i_�� i - I, 10 I I . , . .1 , � , , 1 1 , " , � , ,, ,Z,�� i � i " I � IM =Z.,r , I il- � .." - r t . - , E 1, '� I" � - =31 � k - I � 11. I., I , J `� - . . ; ; I i W SOKWAL 4 ec. . '----- I I ,� i I , � I , � I I � � � , � I " �,. I I _� , , . 9 L � �, , � , I I I =3 M - - _ I It I a6i ,OJM) ITO- a:�� 1,tA.- — i , � i �1_ �117 . I � I I L � � , i* �- wzw-- I r -- D � I : I -1 __ 4��� � � i ; I . �� I I � I Zl%" � __T 6 I - ��� 1 ,2 I/e Ox 11 11 1 3,+,�,�, ;,��,��,;,�i,,, I I � , i ,� I I _ p " � . q 19, RtA% 11 - L11-.11 , - I 1-1 11 1-���,,�::�,�,�_"""----L-�-'',-- CM I ( _�, ROU, I � a I _�" i i !)e �_,4 j- 1 : , , 4 0 -1 i -1 - , I 11 I I I 1%. e%� i �� � , , � I 41 i i � � ! *,i ,' , 9 S!?,W1E, , , - i , IL Act If.. 1 01 WIE " __ _­ 11 > - J _ Q) - I I I I ,I __ 1 , � , ,,� I , I , , L' W CAM, 1, , - " �%W = - - I , ! I I . i I 11- 4, , � - .-J! I I --- - I I-CRi AcRuItui - 1 � - . , ;6 � � 1 14 1 V -aww" - I (1) � . i- ,W. � - - r- , �,�' - r-- ,- - I I �#") 1 1 , � : 11 I L ' � -, -1:1- -'-- � ` irw)y.. � I . � - 'e"'= " � 11 I ; , � 1*1 -4 4 V COAK I 1�4-_A_4( ,,,I' W,� I - , , I =I. = I 'L ..'r, , , I i I , __ - � I ! I I �, , . � 1 � ; I If 9 i N , _, " .6 ", � I %CC-1 I --- � I R I —...:: � =`*� I R ,� - - _- ----- L , 11: , L I III.- __1 1- I � � A -1� rJ I li��__ sox I, ��_ I � PAW ro, - I� I '', - . - .1 � - ­ - - �,�,,�,: � - - __ � - i i , - , = _-_ - �_­' I I I I , P, R ---- - 'I 1" I,-.-- __ P " � I ­ I 1­1 . _­ � � 1141*-20.1- I . 3 i i . I L '�,__ - � - . , W.'N IX 0 A-311 "I 9 "I 11 � . I ,I I'll I i - f � � ; I 0- � . I I - i I i � i i i , I t . I . '1�0"" Y41 ,. I 1;11"1iFAI;K 1 6 - I I ! I I . I i I i � � I I � � L I I tj I r I , � I . L I-- i , I 1 1 , I � , t I � i ; 1 - Cl) 1 4" - I W;Iivl�- I ; � i � � , L - � � 1 CL i " C ' I &� J i � iI .R . . . . . . I !a~. I . W ;CIVENAP I 9 � ; I : . I . OWMAP I I ; I L11L L � : I _.- IMI I I I , � , I , � , � I I . R. i I _= 11��­','��11'� 1. I 11 L 9 k ---- -- ___ - - - - 9 I ; i I i , - ' ; ­ ' � � �,,�__ ­­­ -"-, I L : � I i i , : I V cLAR, E-4, , ; 4 (D ; it , I 9 il 1, .. --- I - I I : i i L__ ur* i - , 4 I I I I-- - -- - ­- -- --­,,�_' A - __ - - _ -41- -,,,I -7� - - ______ __ - I-. - 9 � I i � � W L - ,;.;, --- eg I - V I I �� .., L - __ - i � i : , g 1 '31W C'm W a I : , ". " , �� , < : arnirstu,s N 1 :_ III ,2,lr Ct� . 4 - : =I- - I = � o I . �_ . I I - ': . ; 11 , 1 ,� I -- ---3— .1 I __ ­ F___,_____ - ­ b, I � I If . I .­ 4_ I EXISTING POURED E G. i - IT , � ­.. ­ - _7 i 10 ; -1 _.- I - . 4�� I =*aff. 1 - [ ; = � i § j" ` , """'_ "'-I"-" � "' .1, G, V 4 1 � = —,_ I = 1. I I 1:'&:. ". i , -11,11"tI ___1 i --(a) - i I I � I IT, " __ , ­ I - ', , � 11 I ,,, '/� - - I - I � i /7-11\ . I . ,;., i Is I ; I I I �z — CONCRM OR - �* " , , 4vrw (9 EXISTING ROOM � ELD. ,2 'Ir or * It 1/.1 Ac ; i . e­- ."'Pu-8 �­ : : -III-0 � �, CONCRETE Oft __ . I- � I I I I I � I - � ,�, , � DID" SM 0 ____­____ N. ­­ , ­ . I i I 'a wft ova 3 ;.., I .. I �, WA-4-- CONCRETE BLDOX * I ;_ 77 � � / 500; 1 ; 1w CONCRM BLOCK : �� I --I 11 I z�_;_�,-�'�_'% -1 - - - -A . I - i , _____ . .- -.-- RWURED� /X ,� I _� - =15= - WX , Wl� 1 OF V wil I i 'r M­ - "* - 6 +111. NEW 11 M,,,. , , � �, T/ , _ W�OUIRM .� " 'Ir ac- �, : - I CONCRETE _­ , I I - � ; 0 , - - �,� - - - s ; I 41 i � � I i I OF 'Ll . ft-, I i VAX I I ; � OF 1L* :,� " - f , , J* : - GO.CRER, OR � -, ED � .,,,� � I �W!a 7 -q�--�,5 I I I � ., I SOIC = , I I 1340 POUR -,, , , , ,/,. Oft -ED � UETZ �,�� -­--, 5 '0� �,, ""'. _,,_,--,'.,?, L C . . I r-" I f , , , ;f- ,-�e'_f%:�`,`�,,',, MOO( - -­­­ - ' ' a) '10 t . I , `1 - _�__,L_-,,1,--___,,� , �x - . -� I L FOR WOOD SEE SECTIONS ON SHEET 12 k"_ "I -A.`� 1 - MI-J COMCNIVIC _'�", F-D 11 CASE Q �PLM ­f-�*-"'T:",�":,-Z�,� t -3 4AX t _ , , _ , ! I � �3 L ANCHORS: FOR CONCREFE SEE SCHEDULE ON SHEET 9-_.___ _ SM, L I � I . �7%_ BHDOA I EXISTING POMP? e I I , - I i SCALE 3/16.1- CASE 1) (P i , , _: - � I I - � i '�,:�, , , 1 1 11�' I � _J EXISFAIR PCIURDD y RECOM, i /�, � CWRM OR . I" , � . a, � . - , , - _`e`U` . . , k, - __ - - � 11 . - I* . I -_­_-­­ - SCALE 3/16-1* I I � ,,,,, ! : I IE i - 11, - t_� - C- -10 __ =;=!6 , - - --- CONCRETE --j:$14� 1 �� ., _� �­, "I " ,� ,,� -_ , 1 1 �' A � � �/, � / I CONCRIETE BLOCK I �, � EL "I'l , .G, �' Er "I . �_� - I I REOUIRML �,� . A . _Q..� I L T 2, 1115-3-= I IA. 0 " I wwm% 1 : L � .. r I t REGULAR STORM ; , 1, . 11 . 1L We 710 - 42 , �­ I . STUD , "" Sw a 12 i , i ; ",',", " ELEVATION 0 1� a/4-- : M r ox i . OR 9) SHIM a TRADUCk 0) SMCM a THIM.Go 0) I I , ,,, I I FE"I ID ,� , 11. _* wh�; -�,, � ; I - - "' 1, � f L17_ -1 t � 0*, . GAP L_ A� I=% � � . (SEE SCHEDULE OR " , - , � " � M�e P11"& SISTE = IGN"I".11".r. C."MM -C-M �� V :_L_1 REQUIRED, ; '� , V - - =' ,,, - - - VICE SCHEOULE W___ I - � -0m, - , SM SCHICOME 0. �,�, I � la_��, .0. , jE�r L � L , L- V Z� Mp CONORCIT ANCHORS I ��,� I 11 - 4 41k -"-".. L--E U �,, W "claft") I .. .... �_ f comcwrr MVHM __ ," ...., .. ; :61�.W,1401`�_, -,(R � . T t. - K � R.10.1K.".." ------ ­_ ' HI,Kd,. -,,, wv­ .:=.- $HEM a NROUCH 0) .1,11 C-A, OR PANELAAn �, � 1 ��- - .;V. Is A, .1 - .. x OF 1AP-low - - - - I , � � 2471 ... � � -4 L I 500=010 ON . M I : - �500`1' ! 'I .. L v __ � i i 1_7 11 11 - I_ A t (Am OVERLW -1 WHW VALLEY) t wr <= Sollo" ON I � ,� ted 11. .-it. SHOETS 4 & SH If SMSM 0 RMUCO I i _11--) 1/4� ­f - -0-200/4' 21, BOLT 4 "" _ a- ,- - ZE , rmn:a =:6-iii, , i , �1_ ; I �� CONCRETE; melon "i V. -1 PLUS 09 10, MELWye __ " �',������,,'��,-�,�,-�-"�,,--�,�'I � ::,,, � 4 " , " ; ,", � � __ WALIE MQUI ( 0) ­1 RUILn 99 � I 0 " _Y4 `1�1 I ­­ --.-.. -,� - - ' ­­�, ­- __ I I . AMU= M� HQUI11ITING WING I I I 11120111 - N i � , !"; - 7 , W/,7/lif-.1f�z- VANG NLR i Ni , " , M moyma ,� I " *Ajj3!WG - I / i ,." k"', 21=11,111 2 T UZIQ 5 & 6 IM ", � i i- I I - ��, SCALE 3/8 SCALE 3/8-1- C 3 B. � ,Z=.,W- ,� It , I � 0 2 1/2 ,,, CONCRETE ANCHORS - W%f* SCALE 318-1- 151F/1`-L21 � ) I I V, � r 'L ' rSCE %H&OUt,E ON � 4 - 0 a) I . -I- I I � ! � I ; I I __" 71 -_X110 . ; I I i i 1/4� MAX i G _r_­­­­__ ­ __ ­­­­ ____1 � � PNMM NicHoRS SNUAtm � CONCRuir ANCHORS I SHIM 2) . ANA ORN't A" 00 AAA� . � � � I- � ,9_,_W EXISTING ED, - CODE OCANOE I : _­ , , I , --tsm SCHEDULE off ! . tKa * NEW 1* WIDE - VARES A 1AC L SCHEDUILE ON I (D I SECTIQ9 A -A yg.) 111111 U) 4 1 V E.D1 - EDGE DISTANCE I � - wo rw/ Gruo (SM SCHEDULE ON I S,W 9) � i SM VO4W I '. � ( I - THICK ALUML TORE OR 1� 4 � (SEE L "I �, lmmh�") � ,�,w tH 4=0W CA SCALC ED __ �� __ CASTING STUCCO/ PIT, WOOD PLAIT SPACEER 11 SHEETS a & 9) I - � 11 00 3, -.14 __QJ I I SHEETS 6 a 9) I .1 .---'*DOD BANG I ­__T9W= OR ___W.40-1tX '100twn 3/32 ca _Irotl_*,,� - i -1 I .1 49COIRID " , I I __1 _� , * ��, i (Di REQUIRED . 1� NEW I' WIDE . VARIES A 1/8" i I � -,� : Nam FOR owma SE,C IGNS, I __ I ! _1, I" A", TUBE OR 1* . VARIES I QIUM ANQ WALL MOUNTING cn i - NQTI 028 COMMINAZION DL94DW I PT PLATE SPAM "?, 1 TOP & BOTTOM MOUNTINGS CAN BE - INSTAUAM 1"UMAMM-11 S. - I 11 iw . I I - 1� I )?� _jEH1VtRAGK � T CAEM SECIMN 8 ;�M'? : 2 Ilr ot� :, TOP & BOTTOM MOUNTWISS CAN RE . -_ '. � S �"';, i I COMBINED IN ANY WAY TO SUIT ANY . I SCALE 1 - ; . 'i,41101111014"At COMBINED UN ANY WAY TO SUIT ANY .i � I ==M. --I �`,', I ott� INSTALLATION, - SCALE 3/8-1- ,3^1;" " �11 __ '. jf� AMZ !,ejS A. ""' .ffi, S"'C'S , I *P_ ,*1 �,tS A. r/ w I � . , �* � awaN 9) _L - I k 11 INSTALLATION. I _� 4, ��t . TILZ/)7�, , � . , ,;41S ........ .."Zo k. I - I - . =3 , �, . I & ---e I Eb C=!# , '... ��%­ L"""', ­­­�, 1­��'_,� "I I , - 1�� rk - - - ` -5 --I la � I "' IF Mi , � I � -1 L - " '1� �:_ �1, I , 'I ki ", * r 1 .f, I - I .____ I - , I " , I. � I - I I �, 1 ]. D I __1 , � �1`1 I -- " 'S -1 , 1, �­ ,, _a, I I I I I -,­� -N-­.", - . ­ .- , EXMI ' ,"' - '% � � ,� 4. 4t . r % I S FLORIDA BUILDING CODE (High Velocity Nu cone zone)l —mam � � COWAM 09— - 1-� - *X. ,sv%cuIf uixcnI . r oc#�V cone Zone)l . EN '-!�" "Ity Cana - - - - I A ;`,__� FLORIDA BUILDING CODE (High Val ifV I., ., - - _ ... ", ___,..1,y 14 "� 'Z� kJk;tN4 .V,�, . POURED � ._�� F .. . , . I 0 14 POURED -2' � . . �� FLORIDA BUILDING CODE ("gh Velocity HU Zone) .3. - _ - ,0_1 < L j" *aMI I lee VII CONORM I'SAI, 0 WEATIR THAI, . . .2m 'ILTIRM W_ r, .* Is .2010 1,13,13:0. *4Z FIR ,_ CONCRETE: - _j3/**L_, - ' .44767 _' � 1p_ BLOCK _�;r IdN, WAIII "101 10 K , ., iffic . i 20 WE GALVANIZED STM STORM PANEL . Doom et. _11­_---r a - __ L __ __' 1 *.* =20 Tmoo. INC. Dr%faTI "I f � 20 GAGE GALVANIZED STEEL STORM PANEL REQUIRED. - L' - � .; ; 20 GAGE GALVANIZED STEEL STORM PANEL a M.. REQUIREM, RMIS's WART. I . I CRON BY- = I S "I �� = . * 4,00" W = . 1 44167 '_ I --r. - ON OF SEU ' I 2 , I Z = *, I - -, , - ON I ., * Z - _X I * - �_� �___�a - GLO - - EDW DISTANCE = W *, * I 11 - GLO DF/m/mm 0) - tATE -1 /___W______V___________'11 W/Amw SCALE 1/9-1 "' GUILE SAL PROTECTION PRODUCTS. DATE 5WH "I a 0) 1 -35'. � - - xlll� SMON X Z I �� � I _�> BAL PROTECTION PRODUCTS, LLC, E.D. (SEE ! ! ON OP & BOTTOM MOUNTNGS CAN F . LW. ,�.. - TE O, WE'_ ; GIVENIVED IN ANY WAY TO SUIT ANY LECO Inc. \ 1� V ' \ GLOBAL PROTECTION PRODUCTS, U.C. WE- . / 11LIECO I SHEEICH.E) TC Z "iy - - / IJILIEZO,wc� - IL FOR VACERS 4WD 9-9. &I STREET --, - CEILING AND EMR . 1� � . ...... - , .. _> "Oft SW. 5T STREET in IMAR -� -0, -, WWI Fl. 3314. 6TAUATION, ��j,.. ". rimno" compthy 1=14-11ME, -176 lls�, IT/ TULAR Tes"M "GRIMING COMPANY atmC P. �14 -, �e - Riot, P.04c: GRAXc,_,M 20-176 1 1 . ___, __ '­ F"O'll M+)Sn-7.*OS. FAX ("A)"$-$?#? , Eif";w%­r,A r� '.� '.� '.� 20 I---- , ROMM M&M ADJACENT W an ICQQ Om I 'IiLv.*� '.� . 1. 000 mt , mom ow I - - 9 20-176 �'A tE5M9VM . a L r ,Nt,z � =A � 'N. Nowc. (M)$"-7.�ol FAX 0,60sa-my 11MMI 2A VALIG - . 001�;, . -.1- � , lat�,-, .1 - I MR < - 11 ..I ..n. -T-tim - MANNO *A ,No , - 1111,14; ItEN�j(J6NTiA/SKXk1U,"n C&-WW1I _,_;,___E_ _J Oft CA-M.711 �T�l I A 1. *,%,0hOURV%W WALTI - wit" 5-0 = WALtm A& , = 0 , I - - I i , tIyN,R,*W 11 1i - SCAUE 1/8-1, ""It" I AT'-", snan A OF a t - - M� �i*�,!, 0"" ", a- 41 11-L �� ! � � � � [ i =_ 1 fy ' I I I I I I SHEET NO. SH 1.0 SI 1 1,. N_4 Ok SxELT7 e a /) AbA WALLA D E �iJO.UNTINQ IN T DON �:2FV SPLIT PANELS a �uwEErE�_ za A. 1/4 1- : t , � TACO moan Run» I .^�: 4 IS twLuaA . al s/,e^r vPeat ac, :� f IIIV ,y1 4 A u sHa ar e• 0.c Y ff -- nun e= -E >`'- Run AYGLE 14rnatet 3 e 2A (ft R ,aPTi 1011.0 UVA uilRl R SCALE 1/4-.1- DETAIL ITN. G M#tYh,) MULLION'SCHEDULE sHO"7 9 ! 9) 919N NEW, HGINp t, -72a SOFA • SANS VAWOFPL.Rat S.D12DESIO, PRESSIARE RATING « a65SS']T7BCS OafliaKK6+G D.s••• ORIENTED SEGTIISN t LTD si i t sSHAu. SCALE S/6-1• 101E. MULa.ROH CAN ALSO B INSTALLED WJO STORM PANGS ON 14P OR d3DTTOM SD THAT f)S LOCnT£0 Ai TOP OR BOTTOM OF OPENING. LONE PANTO OP£NNO BOTTOM) *_ Mvam REOUIRED Wn. SPAN EF14 ' TUBE WILL,ON « { 4'-s- 2" a 3' x I fC A 5'-B" TO 5-10" 2" T 6'-1O' TO $'-0" 2 t 6".x iJe' A,,. r`•. T , a[W , / 1`"y W4AaY " � A4+9w•Ra 4w RM.FMIi) . 4TFM1 PiV6 r W w.. PNRt IfEMfNI • „'.mL'iPJle M9Y,M _ .... .. [ __.,. f;A. 4 1 _L MAX f c4 .AWa. awn"-Tta w.-,. A i INSTALLATION DETAILS FOR REGULAR PANELS L� & dh INTQ EXISTING STRUCTURES ,M some W •W1,O�QD AdeFAIAF Ai[ ! )' ,,;}.., v.-• ^ f W+m I nwi. arLc9 //yr Ww. ri+IAt4a FaMTrF4,I A4Rw NaatA., .� l� ,''+N'P OL.0 • _„ # , ,�Aya ItF ,F9rWm laWwRa9H 4aIa/W9 w/WnD tape 1! My /y ffA9AaeW onAWAnaI tp FT,fIAC aN9MWm .:. _ i4+1,At GRn mR Te ,,. y is ,... AL,PA9E w/ IPA THW+WI'. '- ." _..+9LP' 4S S' pk4 PMM1tD 2 .I COMING Aa09 161aD1" x 2 Yw+,. a F x , . /A r .. a AMr�wZtl MaRLA. I • ;, f .i. ,,. , 4 T' Y II ) „. ._....,...� i .. ,r 1 _ F }Try^ r� 1 iA4 e Mih , a 92 IY M 1 I1 1 WaOp Al n•FIrP lY L. 1ry .• ttAt I � II, 1a, 90b1i Ya � t - +,aaaf 4mplwaa �ma i •.�, -•. }. €i ! �q. meaua i 1 � or was a@w ro auRA —,aN Y°MA.:°�'PMV°.mn 4 � I R i � WALL IdOLINTING INSTALLATION -ALTERNATIVE 3W ti r r Rt _ SrH t• 1/')'„ � i a,MF ■ rA t�"ac � wNn • Y LL eabo P A C I. NG T M8 i1 NrAwwo 1141� �tr—i� - .. J�T�1tJ,11TII1Ii "" I W i `; My w SOON 9 r:.e, aAMI9a 9Aa Mrx r r' i 9 a A W.arATa , Ne AF iwpAMm aF TSAR 'Wm OMFp9 - SGME 1/4" - 1" �' CE�(11Nii k F16OA MIOUI LNG WALL IR ("LM MOUNTING W,iyLL MOUNTING ALTERNATWE 2W ST h INSTALLATIONINSTALLATIONS ...ALTERNATIVESW � R IN .A� A T NAi1V A1W _TI_N_ �-- (SECTION AT TOP IS LIMITED TO 4'MS-67.O MAX: SCALE- 1/4•- 1' NSTAUATION A.S.D. DESIGN PRESSURE RATING) SCALE° 1/A« - 1« SCALE 1/4• - I- rr ,aW Mna ✓M ,IHAtW9 F F'I.9a NAauID _ tDMYeuw'vrmc au ND7 : A4YfN{INFRN/rf A. tilts 0,, L9�¢•r�. FLOOR MOUNTING ,M ( STALLATION - SECTION ^P, St')ME•. 1/4" - ,' 1. iNSTAUATiONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D, DESIGN LOADS y>NdA'¢ ,,T�n�'ii� ^••., .%'✓'", . Q UP TO f55 -7 . ; ;T PA. 5. 2 0 s ANO NEL S LENGTH UP TO 8'-6'. P �y; CENS •,'� "., FLORIDA BUILDING CODE (High Ve1DGl1 rr(aalie on MM Zan*) 2. FOR NEW W000 FRAME CONSTRI.IC710N: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF Q.55 OR EQUAL ID • '. s.. 3' No. 4167 g v20M RUEOa. MC. 20 GAGE GALVANIZED STEEL STORM PANELOft" -NOTE FOR 1NMFON OF 5ECtR0M5; OM11 or. ? \•«-->.y r TFT/2+/m9 F _ 44AtI�� GLOBAL PROTECTION PRODUCTS. LLC. ST Etl ..--•- t 0 INe, AWED-sW. s1 B1RES' On1E TOP & BOTTOM MOUNTfNGS CAN BE ,�j,/� '., Eat'•. FL RIfl4'; 'i FSn d" yT 4< Cd1PAlF1' aWa, a a51 wine, P'NGYL '9Sf14 -1 x9; Ma a. 9s aM, nnor. n aHeA )Mn-7sAw F AY: 5! t 20 7B COMBINED IN ANY WAY TO SUIT- ANY INSTALLATION. ,•• kN�. f y4i/tS�O AL t9 >eBa-9te w.. pm) ,�Fna aA °m,w mNPr �WN0.T1�' rz EF ; -O _ u-DDGeF 444,j WALTER A TURFJr, P,E an tH,.0 111E/N H167 - - - - 7aHET t0 ar 4 M.A�cIMUM A.S.R._DE I N PRESSURE-e7iNG (p.a.f.) AND COR MAXIMUM PANEL LE d� }� *0 SCHEDULE PCB (VMSI ONLY FOR A 3 NKAlaATB)NS AS PER SECTIONS i THRU 10. ON SHEETS 4. 5 k 6) • SOL= w/ ,/.'Y-zb," 55 Ms. 4: wow AT art w tt wv-rw i OF PNIO, INTO 9 I ice. CI N��;a E it ON Ali 7RUCTURES (VALID ONLY FOR PANQS'(D6j @ RASTAI AWNS AS PER SECTIONS I THRI) 7, ON SHEETS 4 A 6) TO AALNtfHNEENry a$ '',1GEN'• f9 FLORIDA BUILDING CODE (IN h Vetsalfy Nuretcarw ZsnN No. 4167 � TIIXOD. PA. 20 GAGE GALVANIZED STEEL STDRII PANEL4 FP. aBaH+ �.: .• - "�GLOBAL PROTECTION PRODUCTS, LLC. INIC 0 —0,,.. °' Q f�T ntn< (�aN• `..,. * tAt� x" "_' E�1C. � 4A00 Sw, 51 QnOFfI a -'y,LS'S+'!A'g• } V L Ps, aroma° Pbnr, ,ArramAnxltn:: {9eA)eae-is Fwir'KB94y-Bin N!-I.Lw Y.[lS1t1-ail4 :0-17b AAf�NN, i ,tAL/ffiG1a7URW/GATE'. G-OOOdT1e anw Minna w, rn N nnM1r.M erM T#L1MaNt tdn, NMTEN A 111llT � P.E, , R-RY P .WKE7 4. � 3A N�AXINMUNREA$BSUDR. ° M,NGP (P.a.T7` Abv P LENafx � � t;Sg` � t0. GAMS � Comm" tR.P(C19E t 9 N97 N�iY� «Asa. -7u r-s• 1m LEss ( 2 1/s faaBOL7Ea , T79Rk1 $ a 7 45sa. -7zD >T'-B' m B'-e' W. . 2 3/4' UNBOLTED ) TPLI s a 7 «a5,4. -72.9 B'-e' TO i,'-YMmI.. ? t/3' • ��� S «A3.e; -4a6 13'-4` OR LESS a 1/2` B. $ k sD MAX)IRIM ASD. 1)ESRRN RATING � t) FLUNAUII AVC,IOF# sPAa�+O FOR EO. � a ,/2' •*' - SECPiOis }' E � WXaA1M P.Wrl '1M'gA- ��$N I LFlw'TN1• -L--((L) I 7nPCON. CF UP -GIBE PA4EMWC PDL LF O PN1DYhi RUS T6 ,xNerpSE G ro CONCRETE G TO a»w7tErE CONCRETE To mz'lETe m wNc#'TE 9- NIA NIA NIA 6' NIAIRI)I 1 DOTS � $` { 5• N/A N/A e' � $` E 6' C b• 1 UiO'TFCFAS 9' N/A N/A N/A 6' ( SEE SRiEEiS 10 k 1 Y FOR ANCHORS TYPE A SPAGa� FDi '•••,•,'. WrW! WOOD FRAME 6UN.ONa. iIHMUH Ga101aR SPAi3ND5 AIIO M91h1UY EDGE pS1ANCE ARE )NaCA1EG ON !t$S CONSULT# PON E.O. LESS ,lE FOL,aMUrG FACTORS. N'ORiOB OPEPATiPti ![EP $PALO)3 9BTACxi0:U0910 tALt➢R� 7NNt rmT � LETS 1HWl MAINUM S„AGka WdGIW ttKK FJFIi NRCFIOR TYPE AT ANCHORS lLIIYNO. itI�RTtM - 1/4i' t/4i 1/.'9 !/PA 7gm9v nreaN eP to>-ew wY-n IK AIItliIX 1PNNM tw) s i 3 s x n s •amamMA17 4awwnM tn) a a 3 a 5 v4 Ea.. a/B LONG BRASS 61" W/ INSTALLATION DETAILS FOR REGULAR PANELS( & 0 9 FO FAME!, Leta" e. H.S e e v4_ ac: FOR PANEL, lE1kTH6 w m AND W. D.C. ,DR 1ENC 45. LP m e`-B' 1br, OR AThtD INTO EX15JING WOOD STRUCTURES ' ) ° I PAYgiJUOC ERMINE ID DR PANELMA7E PLUS 0 fJ32•• THWT/aE0 12 1 0, C. WnH a 1 'Mtn.. A/T m FaR IEHRR,44 UP PEiJEYRnTON FIE.OE A4 S j - r 1 r } I SAAF /2 k9Fn ', PFT4:tRN1GN F } I f�Y 0 m AAa7N0 1 r 1 s t aI, Y � � •.t` "T 4•w_ as T7 PM # h 34` s Ld 1 t 9 t ^r w,<rir a�D• .r EO - 7 i I- It! I�r a� tl 1 i I 1,! E0 S" a;Y 1 d I 'i Ir. 1 R R 3 EO A i } EO i E0 y{jt ED t — 1 i T T ALTERNATIVE f W ALTERNATIVE 2W SCALE 3/6-t- SCALE 3/8�t- f " SEE SC)ff , I I g 3 N %E SCNEIXILE ON SKEET S FOR Wn SfYNA7NBi -• ! a I ON �¢* B SEPATo W4& 1 N 4 j Y 'TG 6 D1A5$. ) 7 Ades a3• 1 E1iLRY 4 13 , PC- n i E 4 f , EO t 't. I. i EOy tt Eat y f E9 ,. ,..,. ' ...__ „-,ram. ED eD , I t . 1..,._.. ,. I _._._.....___. EO) ,. '750`+•- �,• `3' 7R>oe PIA,[ _ T/A' AD. F S/B• SS, �B MS1'NNT' 7/r"9-2tH2' SS, Ma • B +/s'.D,c. ` , �, ,J4 SS YtalA W{�{i /y' 111iAT AIA W E!-0 4E. I Imro OIAR :.F t FOR Tw2L LLIIGTHIS W TO 5'-0' AM, W 1/.':O.G FOR LORITS UP m ir-41` U... i t1 anA. 12'Ai' PULE j <_r OR 114-10 F091MATE FEMNE 0 OR , i zPE PENETRATION um 1 .. --t tJx MR t Gas a+ ALT�IdTME 3W ALTERNATIVE AW HRIAM 4"" OF ITOSRMi WOOD CUTE FAR a .` 9UtE ! 1 NLwlREa P MDI�aF OF PLA.,C SCALE 3/8.1, SCALE 3/8-1• ALL L04TH5 4P m B-e' MaN. AL�RNATIVE N/QOB CONOITIQNS & A�tCNOR LO�'S NOTE : SHUTTER TRACKS NOT FO SW£.3/8.1^ SCALE a/0.1• NI1IF$p . T. � TYON$ ARE ONLY VALID FOR BUILDINGS W(FH -A.S.D DESIGN LOADS st"M A T14111%, A�r� N s UP 70 +5,..5, -•72.D . PSF AND PANELS LENGTH UP 'TO 8 B.. G •''>�. 4`t FI-.R. 1 0 DA BUILDING i 4LOtNG'CODE Ni h VM.4aNy NMFT#cCriB ZonB:. FOR N FRAME 3. i NEW WOOD FR $P€CIiIC CONSTRUCTION. WOOD MEMBERS BE SOUTHERN 0 OR ,.. �. _ %!D. - r.* .ama,IL=0,-w- 20 GAGE GALVANIZED - STEEL STORM PANEL - PINE NO. T. W/ DENSITY OF 0.55 EQUAL Ns=rE Fo, rr ((AtwN OF StcTQNs; TOP h. BOTTOM MOUNTINGS CAN BE _ s a , gT GT .y`P `• ft (�1� • w n„Y, GLOBAL PROTECTION PRODUCTS, LLC, AM SW. S, aTISET 20-176 COMBINED IN ANY WAY TO SUIT ANY ti y ,)'3'! `ALE l hflAN : aAN. 9a aPA war A+,RA,n t-:oan Ax-,a, : aa» 9n4-aa. PxaFE; tyy} 7, Nn.'r}�a-g/�T ems. MvnN Aa .,. wa� : Ou-1 6 INSTALLATION. U.,.. INN NR E. SENfSIfdAt11B.JMTE WALTER A 7Ni)f AROA, Tuft ,T-,n tiPz EHFEi ,< Q M (VAUD ONLY FOR AS PER SECTIONS 1 THRU 10. ON SHEETS 4. 5 A 6) MXAM.&I - MTXM* ANCHORS SP.LG9a4 FOR ED.. 3 1/2' - AAa CEMN DPCOH CF TAP -GRIP CALK-k PAAELMATE FEEAALE ID PANELMATE PLUS - SWD SET SECTIONS# m SECTIONS A k NAiWJtB, PANEL PF S VYINGTO ip->Lt) C+kNd i.ETE CONCRETE a 1#OCK m COHICREW m OONCRM BLOCK i ]D TO CONCWTE I CONCRETE . BLOCK m CONCREn TO CONCRETE BLOCK TO CONCRETE TD CONCRETE BLOW To Wt�TE m CONCRETE SLOCN ANY covewslON OF THEW LENGTH 'L' 1R.7. N/A N/A N/A 6" NIA 6• N/A B" N/A N/A N/A 1 (TOP) 6' R 4` NIA N/A $" fi' 6" 6" B' B" NIA NiA i (BOTTOM) B N/A N/A N/A 6" N/A 6" N/A 6" N/A N/A N/A 2 {TOP) 6' N/A N/A N/A S' I N/A '5 N/A 3" N/A N/A N/A, 2 (BOTTOM) �•-7ZO . 5' AAA N/A k/A 6" g NfA 8" N_/A 6• N/A N/A WA 3 & 4 .(TOP) :i'a•-S" TD 87-e ON LESS N/A .- N/A 6" 6" 6`H 1. er N/A N/A 3 (BOTTOM).. 6". N/A N/A N/A 6" N/A 6" N/A 6• N/A N/A N/A 7 (TOP) V. 4" N/A N/A Ir a 6" 6• 6• 6' N/A N/A 4 A 7 (BOTTOM) N/A :... N/A 12. 1/2" 6 1/4` 12.. 1/2`.. 6 1/4- 6 1/4- 6 1/4- 6 1/4" 5 it" N/A N/A 5 (TOP/60TTOM). 50.0. -53.3 N/A - NIA 12 1/2' 6 1/4" 12 */2' j 6 1/4" 6 1/4" 6 1/4- 6 1/4, 6 1/4' N/A N/A 6 (TOP/B01TON) 8'-W TO 11'-2` 55.0. -7" N/A , N/A 6 1/4• N/A 6 1/4" ?. N/A 6 1/4' 6 7/4' 6 T/4" 6 1/4• NfA N/A 6 (TOP/80110M) 8'-6" TO 11'-2' N/A ( N/A N/A N/A NfA- NIA N/A N/A 6 1/4' 6 1/4, a 1/4, 6 1/4' 8, 9. 10 (TOP) 43.1L -4810 ' Ir 4' N/A NIA N/A NJA N/A N/A 6' 6' 6 1/4` 6 1/4' 8 (BOTTOM) OR LESS 61. 4" N/A N/A N/A N/A N/A N/A S" 6' 6 1(4" 6 1/4' 9 {BOTTOM) 1Z'-4. OR TEAS N/A N/A N/A. N/A N/A NfA N/A N/A S I/4" 6 1/4' 6 1/4` 1 6 i/4` 10:{BOTTOM} TOE SHEETS 10. ,T AHD 12 FDA ANCHOR, TYPE A !SPACING FOR NSTAUA7WN8 INTO WOOD FRAM£ MA104M. AaNNUM AFICHOR SPACFi05 AND UPORIM MW #STANCE ARE INDICAM ON ,N6 SCHOWLE, FOR ED, i# :WAN INDICATED O,I SCHEDULE REDUCE ANCHOR, SMICIHO BY SRRLTPL."NG SPACING SHOWN ON Sf2iMUT ETU' THE FOLLOWING FACFOHS, FOR THIS OP�T�i :BE POSSW, REDUCED SPACING OBTANED USING FACTOR SHALL NOT 6E LESS THAN MOWALN_A SPA004 140"IED " EACH ANCHOR TYPE AT ANCNO� Li M AA1 7i}C I/4'4 ,/4•a 1/0. 1/4•a 1/4'a 7APM _ OF iA -B P WIMURYp AglMA1[ AM CNN(-IH mW-$Y ion N411OIR W%CW 01) 7 a a ahfoR oat Cw+uPY O•.) 3 ] a 3 3 3 1/2 1LaFari taa.r INd {FA) 3 3 , ,n 3 1/1 - a AMOL. rL OOK F A ^0 T 0 9t 1/2' 'Ir 3. ,aa TAI - t:ap .Qa - 3—� _ 1�00 INSTALLATION DEWLS FOR REGULAR PANEL INTO- .EXISTING MfOOD STRUCTURES & gYY t 4-1 PLUS O PAF1t3AAnTE, 3•,s' rJJ -4 b O {_9 t i O PANE[NATE PLUS { // 4" 7 ' S ""`$ W 1 f I I' ~" # O PANfl.9ATE PL a W B t . - A'' 'h:PtEADEF PENETRARDN TO r � ID6T NG WDaD HEADER � .r*`` fi OED OW HEAT ER TO `• .. '=..., WaTD ! FAISRNC HEADER EXISTING Wt+ai .. 8' ryE.�D_�R , : ,.._ ,..,,. 1 REOVI :" D$tFAOED': PEF+ETHRn 'ROTE N Ek,ST(NG WDDD EWER t , j I ....EEO 44 qq .i r s d. r" it S' F t !, 1 >r ( I Y 1 i 1 ), x xu0 i r T J3" 4 i i 93' It ) E Y EWW 31110 e s`L ICaG 4 IaFlA' 4StM W a r .• a.G EtNdt SR10 a 9 / ac woDp HEADER 2 4 �..� * 4RP• 2'4 � WOOD l+ FR 4 2 a ,E4O � i REOUIREO-.. REO6pRE0 SEE 5CFEOAE ON i SEE Sa6OJLE 1N ° tiEE SCHEDULE ON � j { IN B ¢¢ n7 � TARN W i FON wo. 5ww/aJATWN 1 m GLASS _ t_ _ Abn. PANEL LENGTH - MaA: PA7dEt� LEHGIH (SET. NOTE t) tJA t-RAFT' SS ( NOTE 1) ,/4A'-NIn SS Ns. w/ 7fB'4 = a N,s. W/ Tls•P J !°'+R . 1 -� -; Max PANEL lf.NGT1l i (SEE NOTE 1) f x tox V ¢ 6OR or r Of "I: AAA)T I L I ' x i _ r I 1 �'_ `i1t/M 9 j E ,,. ,�rl`Y•2Qf4" L n. #. EK1A $11ID • , • . • HUT WA7xER > M 1 C 2 .:. � .. R � Jar :. uc SCREWS r.4' WOOD PLATE _ -..," }.' REWIRED .-L -. ,�.OS-:O PANELNATE PLUS "a 7/e• Y:4' WOOD PUTS I r - RE9U!REED°� 11 _ 21W WOOD PLATE _ ` �' REOURiW A MMN.�EADED P _# a Tf4" o.G. W/ , MID WIDTH OF PLATE 1/419 LAG SCREWS a -'-6 O.C. SEAGGERED WI t MOWUrH'�Or -" n`RNEAo�D1PEN/Er2RAnNo+ I ' -.--. ,,"- '. '. AT MIDWIDTN OF PUTS 'SCAE 3/a..f'sw SCALE 3/a.1• SCALE 3/11-1•. NOTESt 1. INSTALLATIONS FOR ALTEMMYES-8W. 9W & NOW ONLY VAUD FOR AND ALANINIUH„AT/lr ff/4�. BUILDINGS WITH ASJ): DESIGN WADS LOP TO +43.8, -48.0 p aJ, !AAA A TIt PANEL'S LENGTH UP'70 12'-4' �,i+s„`„P „•t/j•4y� 2• FOR IJEW W FRAME CONSTRUCT",WOO ERS O CrOO� $�', D MEMBERS T . BE SOUTHERN fiN • G S "'�'�� •. {i VWIaGR PINE N0, 2. W SPECIFIC DENSITY OF 0.59 OR EgtlA-L, f � ; FLORIDA 9U{k,DING CODE (High HiirricaRR iorta a A NOTE Ei?E, L`-AM�Ik,'TO)F.l 0P CPOTR#NCv, `.. �.. 4i - N D. _ � ;.� S IXTUOD, !LAG 20 GADS GALVANIZED STEEL STORM PANEL t OMEN B15 TOP & BOTTOM MOUNTINt s OAN BE COMBINED IN ANY WAY TO SUIT ANY J " #. •-9i"°-m�.m..--- o-.: `.•:._ ,• -'.: _-_ :9. Ft `"'.. 4aM.MM.4 GL�BAi. ILC4iA3Ee_ IaR�TECT11�1 PIQUE U.C. 9an4/sm ATE: IN57ALLATION. () ASfl - yr�F{C • • :.... •••� •iA"'4r,.%' - TAIL i su. sr.: 91*.. S OLEO A,9u+a n a,w , a STREET PNOF D131) 7aw,� F�N(=.� f45A}pB-07P7 20-176 flAAfnll N,,,1Af EL a-OODe7F9 7a w -sa ,Ms APtrl,w Me O,AWMNp Hlo. `�� R WAL7ER A TAt11 Y.. 7 aW t«.nA - Mai II ar m N N C_ 2 U -� CU Q O 2 .� Cz U -0 N 0— C O C 0 Q� O O L.L_ O > .cn -0 u�l C O O CIO O .Li . /� V 00 0 9 W Q o L� CL CO C� N N cu N OU 6a C Bt .�. ti d i C C2 E iv o � V OOWAM ANCHORS C011CREIE ANCHM FRR OW4SRE',7E ANCHORS: SIX T.aEaAE ON SHEET Ik (SEE SC UL taS �, . (SEE %R `I 1pi � FOR WOOD SCREW: SEE SECT)ON ON SHM 75 :: 4 � }�, ALTERNATE p E +( 1XERNATE LOCATION�/��} t 1, 2, Lit 1W/16 - i ' t AT (ACAFiON O `i 1 i 8 AT END PANEL `✓.. F _ - T FEQ8MEE - - ` �# PO INEtl GONCNi [ `` iAAR I 1/4L 2/4. 2AI4, 3/4 kE 4/4 i, 2 AT 1W/15 a' Ma<. END PANEL _.� O 1 E _T t E[�'T ES �.- Y' ACHE)` , FEOLtl9ED ____'-.. ,5i3G+ s ,. i'i• Mr,. .. !_'_.._.._ .1•-a ,/2 ._.._.,....f ..,y,:__'-`..,.. I/1 )AO SHREADEn b aC. M/ �..WS'C Tl• `RY,S E. R11'.Ja: .250 5^„N15 O EVERY r tI 1 tjj22 ANn. 'BMFAOkO P�E,RA7IGN INTO EXISTING POt1NED GDRCREFE � y\ � � 1,256 i..: T `a � � � t1WERLAP I '+ ' tv �rSTI$G WOOa 47.AOER _r'%` .�.._._ 1 y _T!A—. _ . _, ( 4 I -, ! f t 1 t�4 1H 10 PANEL l I a REWMEO a � ca,x. W � ! - - - 4 -'_ '- - I t � ,• j ..�/ � Y II t ��Cn 1• ,.. I _ 1 ) t,5.: _...�... ..t .1` "__''-- f..Ll .. L _._�_ STUDS 0 EVERY j c a I 3• a5f. tGASE 9) F_—. _-i-- .� t - u�_ 1 �` ( OVERLAP i ^ � C_ -SET sDNEw E ox S PANEL SEE x uDu E 1 1 I 1 I ` 1 I� �) i i 1 i FOR SATIAEET 14 Q F T4 TAN ( 1 i i U!"I 1"Ia) (MFFAp9 PN&1.) {R:CE*!bR PANE7) { �j (flIO PArRL.S � _ � I I F � ) � r i 2) �i �1 = ! ,� SfPNLAPRXI ! ) 4 'O AWIRICNAIT O EYENr b [ m WLSS 1V9TBG'Y"''r" EifR,• 3 !oil f W,NG r' tN s) STUD • 12 'Ir O.c. sTHas T2 1/2' 0c. 4 1 I ( -1.. i......._ .. F ! , , I I ' I 1 �. !f4"' SEE , SE'E .INTERIOR PANEL END PANEL , °:"} EOl �•.-- £O �,.. {}# ( I ! E. )/4 _,.E II.E Gfi IPITP3RIOR'. PANEL END PANEL. ! # -.r. e W SIR 5 S/a' MM !DOSE r �... S 1 4'PAtw 1/K,Y9RE i I , OR SGrffiO()LE J1 SCIEWLE, •„ ` p� -- / *uC /M�HN d i ;/GA�A� /.i p€ 3 ( I!)Ej !! FE i. Uj,'j.�r� T}-3' +'' FOR Man.' -"^^-FOR Mw. 3 F A4.OR Ei 4 SOrKDULE '(7MiQ3ULE ° . ". i, UNEO .r SEE dFR: 7 5! (( 70 iUa 1; 1f3 O,C, 3L&n 1CASE k)j: ,.g. m{p 43 1/2 O,G. .... }...�_5..&.a ,.vi,,..__...�, _._� _ _ _,.,.d„ 7 ..{�..,)_..-. -,.i_. -. ..-..i..... ..... \...+. I / ) C i (SEE 1SET 2It4) I _ ........:.... _,- , _ . -. _ e -- - _ ANCHOR ANCRB3R. ',..,✓ !—.J ."".• f2 FOR WW jj qq _... OR DIRECT NOUN(' SPOONING $PA➢ND 1RNL ANCHOR A:aS. A LNG !; # } 1 G t d I ")". j E j " 'I SPACING SPACING : { � ( g _ haW. , _._ .. �_,._�._..__.,1'-a" MiR, u�E pE ja I F 9 4ATL ]r toGAT DN WALL MQUNIbi - R"x R NEO rNt41 I $j{{ 111 rr✓ ;, rrfr [ p( (r,EE. faEYYtlL51/1! { - • "-7 9r3/.7i` I O is ..o e..,".''"-'• - d i ! 1 k 2/r4) o . N0A1E Lttnrwx BCALE::3/,5- i M , T L •'-.. • OR ( � •. i. , I Y Oro dO P,ANnS) SCALE. 3 to # i oE„ F ,A IMUkI51G SSU R N C I TAI ERNATIVE t ALTERNATIVE Z POURED CDNGR . yy I I t I MAXIMUM •A.S.D. ES 9N E! �- UR RMINQ (p .f AND A.S.D.A .S D. ' PRE �►t iif•a.f�� AND fi3titESE3QNfi?ING - ,/xw,' aNE �.• OR CONCRETEBLOCK WALL. R .. I 8 3/74) ISC13111U .1i1d—.L1fA AST + Ll,-J•Ta"Y.� YF 9i�[.._ M l9 /* WMAXIMUM PANEL LZ1408 SiRRE e¢Nlaliic MAXIMUM ANCHOR STAGING CHEDULE AT & FOR ! I (NP.O (sEE•� m0)s ,. , � aG I r- ON>S,Y TD KGDDNA , � '._iNtT)➢ATrr. FTk1 tar n'*aRu PLO FU DEG. ,/Fy i --)h- A 2/4" 2A/4, 3/4 - 4/4 1. 2,& 1w/15 1, z & 1w/15 NWALL TION,SINTO CONCGRE.1'f,A�G,_WNCRETE K ZI STRUCTURES sr TErL.tT� seEa + 1 Q _ EI 7 uoMAA, A.Ma. 9isnn iM. PNEL IMgTN SEE SOCCULE t I 1 f I = .ALTERNATE LOCATION - RR951AW ILti9l9 l' (16) ,manRu .S CRApAGN 'ON LIFE SAFETY PANEL L SE,IFD.Wr 9" , � IIflSTi AAu' MDL WS�NQtf1QNs_roP A: �L,OM W; _ T I AREA W/NO lfE SATIETY PANELS LOCATION OF LIFE (SEE MITE ,BElAW) SFPAW TFSN # yy++ 1 ,,,D 3• • twT.) (ss ax++DAs1 ro aus mNRRan rat wn. '; Lv, 1100" PARELS W/ OR -----..,». rA p.' PANEL —� W.S�IW ASS, UPTON rs w-sw G4il-P9 FANUMM F9wt O RwDwi[ KOS MPUCABtE TO t ---- se.o. -n.O r-4' z sl+' MwnRv ro CLASS L.----- .-- w/T R€cuux TRACKS ( NDrE , DESIGN cT ays / r xu N➢M I Ella CONCRETE �' `/ !...^es. -- r �;jr' aaoaT ° LAST Puxi. (,') m BE wsrwFv AS wEsswlE To rD° m GaiwcrE -To w m cGx.TE+ uHan+ 1- (ec))� (SEE SCYEDIAX ON -V , ,F OF LGE SAFETY '+'TURN PANEL OPENING POLL PA f .sF:.' aLOCkOONCRM aLOGI CONC��' BLKI{ � BLOCK CONCRETE BLOCK OF It" so MEAT ,6 MR ANCHORS ME k SPACING Pao 0WAVIA106 AGO WOOD nt" BMLDINO. 1 , 5HE[T ,.) . ` POURED CONCILTE {} OR SL,,a 0 FOR A ESTORM ALWAYS BE PRONGED WI REM )fAHBLE .. WEAN ANOHtOR 4PACNGs AND WNW EDGE GSTLNEE AM "COW ON THO SCHMAE. FOR ,q. NEPU9tfb t :.1 A9, CONOFRON} - TO FACILITATE INSTALLATION IF 9IFENOFD N/A N/A N/A 6• N/A &" N/A S' NIA i A 2 (T9P).. CO, LESS 7FWT 99MU,TED ON 30iE0iRE REDLK'E +INaIOA SPAL1tlG 8r Wl1I'LmRG +SPMfFIR CONCRETE AA2M9OS [ t %�PANEL (12 A 0A TO BE INSTALLED OR REMOVED FROM 1N9YP WO. -72.0 9' 7. B" B• 8- 9- :9• S`.. 9` ` 9` 1 (EK)1TOM) W-D UR LESS. SHOWN ON SCH OLKE- BY THE FOLLOWING FACTARH. !�- T716 OPERAIM TO BE PM98LE. ,,,,y •,•-+..• - �i OF 51}7UCNfiE REDO= S'ACNG aBTANED L"Na FACTOR 5NUHOT -BE LESS THAN MINMA; SPACW �+ (SET 54tAEDS 1AE O� �-.�_EO r ELE f ATION. : S' N/A N/A N/A B` N/A s" N/A 6' N/A I & T (TIN) . ... , NOCATED FOR 1001 ANCHOR TYPE AT"I9k'HONS L9000 55.a -72,D REO LINED yYAI LOU tlIiAtG INSTALiATBIN FLOOR 61 UNITING INST TION SCALE 3/a7`-1 s 5' 9 B B 7 T/z" q 9 9' , FBorT ) s-D ra r-6 rI44 s tl : ,t+9 TIAz 1 I:! rmoD PLATE WALL AND FL OR �! �} A as tr►c __ � K_ �� § , SE N t - " SE '. :- ' a ). 'B" N A N A ('N A 6" N/A $" N A. 6• N A 1 iW 2._OP iA}CLM rF WA-M ', .. .: 2.. .—..__.....,.._.,... _ _. _. ;, sruE,3/e -)� SECTION 2, s�E.3/a v :ca� �0-0 1 tH.M�„ �. +ss6-72a�. / : / /• i " L (TOP) 7'-s"GOB'-s' 6" 9. 6 8 6 6 : &• ) (8t91TUM) AWt AHCA" SPACING thl A a , � R In � :....,. kN ucEf:FTt:.�S.%413k( PAbE.S!51.JNSTs!'.:. -.. ,_._ A G T 3 s 3 T T 'RNA I E 4 ALTERNATIVE S AL T V CU Le.nAa"1 aWe. (w) s s 1 OF? SAFETY STORM PANEL CAN BE PANEL LO AS AN END PANEL (FIRST OR LAST PANEL) t. ;�f OR AS SAFETY INTERIOR PANEL (ANY PANEL I INSTAL M BETWEEN TO PANELS)- B 9Fs N1ER� PNIELS- $ 111I F url"ON �'�` �' Ai�L1111S Yf4" � 1',I v ••! Alf, $CPENA # a' 0.C. rrole 7) Ar END Pains- a't(E�. +..=�?Xt FLCtG& MOUNT cDNDeROHcs;�,BufiTOM Ma. *+t>Wt�ts roN nR. LIFE SAFELY PANELS ANY AC A.lO" NOT BE INSTALLED AEMACENT TO REGULAR PANELS ( , _ NEOVAED f #f`F"h20NX' SS 1AS.. k 4' O.C. ON (W/ OH W/O REGULAR TRACKS.) ____ .� C W11� try g, MAYJMOM XS#a : I {57Stl1 a efY MA i1W OOP a Na*aSE r (5M a 3„ W. :€GM LOP O AHPAE} APPLICABLE TO - - _ :90 f�_TL9OD FRAME 1( 33R �y a U,Fe... ,.� ---...._�__ >rf4�-u Pm_w. Frw,E m DR ALTRNATiY D FRA E CONDITIONS ANCHOR LOCATIONS 2. LIFE SAFETY STOR PANFl. CONStS15 Of 0.039' fiALVANiZ13# ST£fi STORM. Pry{p_ l5- SECTION O"-8 OESIGr1 .GARCON _ _ SE,C•OONS' i1. k LENGTH RANiiii. __.. .p . Tin Tao -_._.._ PER ,x1MPON£NT SHEET 2 Of DRAWING. PR6'vURE - COAL&NATiO LENGTH i` (Tk) A1Tt7n11„NrM -. _ _.- _ _ _ __ ____._ PANB.MATE Marx s C OO. W/ , T/3 AAn. SCALE, a/e• - e' SCALE 3/J2'-9' D N 3 VY - ,m - am DB+EN,EO N'ENFNGilau m F>05fkIG NaOD ■ ■ ■ THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF M r. DP THEM 'A p. Tilt STRUCTURE_ 3" 3' s t/2' 4 3/2` 2 {BOTTOM) 7'-6` � LESS ,+`•`�'� ,,< ,• ! � PiA>£ ,1NTN�NA: SNRIEII iPAOltS NOT 9K'ATi FOR QArWFY +49.z �, ,� JCENSF WALL MOUNTING INSTALLA110TRACAi`N p Tttt j1AANNNN,Nu/ P 9 3. GDMPON PPR AS PER sHEE Imo- 2 of tTOS D�RAWONOMPOFIENr & BOTTOM TRACK to NG.a�siA�A p: Tll,tllJ4p'',y, +Szs -4a.0 3• 3• 4" 4• 2 {aOtTOM) 7•-6' OR LEss _ `�".`........... ,/ W CYXYINTN£NT® BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 k ?�%.•' "S 4 +5 0 -72.0 2 1/2- 2 1/2- 4- 3 ,/1. 2 (BOTTOM) 7'-e- OR LESS i ND.44167 AL �,NATiiIE 1 V - �GENS 's 2 ON THIS SHEET, AS WELL AS DETAILS I k 2 ON SHEET 14_ \GEN '; • a �: V ••••'y Z ^«55.0 2 1/2' 2 1/2- N/A N/A 2 (BOTTOM) T-6" To 8 -D # t # •'W _ +�Ja-„ i` ' �•• < FLORIDA BUILDING CODE (High VelocityHu Cone Zone)3 FLORIDA BUILDING CODE (Nigh Yetoalry Hit one ZOne i 7 FLORIDA BUILDING CODE Nth Velacl} Hurricane Zane 4. Min. LENGTH FOR COMPONENT V 6 15'. " - 2- - a No. _ - Max. ANCHOR SPACING FOR COMPONENT ANCHOPAOE AT WIMOM 6 GIVEN ON NQ• * S ,:3DO4 Nc F:P. +55.0 -72.0 : N/A N/A 3' Y 2 (BOTTOM) 7'-6" 70 8•-B' L : S ar5a3p ATIIO. NC. FP. = - vine nTWD. INC. FP_ �% = - 20 GAGE GALVANIZED STEEL STOW PANEL sr � •„ "LOH% •,v��s` 20 GAGE GALVANIZED STEEL STOW PANEL Dow �: t s � : $1 E 6F 'Ay � 20 GAGE GALVAR90 STEEL STORM PANEL ON � Z 6GISEOULL'S 1 A Y. SHEET TA. 5.'fir: * 'Q: OMB+1 B:+ ['OMPONEM 'MAY BE PERMANENT OR REMOVABLi. - ''Aiq, ' AaPeaRf�+`�' a7JaIIAp7a 1. NbT,4fAT124 ABE ONLY v ' FOR MOLDINGS Wf(N As.0. M3GN LG3d5 UP i4 4• �T P a IT, GLOBAL PROTECTION PRODU N {�OBAL PROTECTION PROpUl.7 I LC, aae +Bs-s -7s,a P Ara, PAr A� LENGTH P TO a -a : 9' •. FL F iP wN GLOBAL PROTECTION PRODUCTS, LLC. 07J `,n SEE ti>'AJd,S FOR INSTALLATION INTO W00➢ FRAME BLRLDO)GS ON SHEET 15: �' 'i6 •, �F. ' * A �•C• awE: AA - t A, s (? i E y� DFt !L E C tri tMc. 1 ti 1Nc. E�$ : FF F 1/� i 1i. w v INC.AIDE x,r, e1 W7RM z �R ''•. ......r - ie00 SW. 6/ SRIkLY TWO a.W. S, "tKFEt Q '. 6 4 r uAT a e a AW rL aasu / p1 Two NG a HY aua R 3a5,A SEE SHEET FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE iNSTAtAT.ON OF AA ,i 'L, ✓'P 2^✓ 9 k. Ax(r OA'r� rl' a,,'fa TON. NEW WON FRAME CONSTRI)CTfON: WOOD MEMBERS m � SOLRNFRN r� T�Sp A aS )S.Aw�n.PL,',A. OWL+MMr awFwNA.n gfM TkWcfft flSo _7345, CAL- 95I NM-e]IT 2D-176 xW. "4 Ao.'xA fa WA, aNme, n.. 13rNA MANE` (9 )m-n45, FNn 747 20-176 Pp� Na 3yWf - L'R'iC DENSITY' OF O,SS aR EOWL '41 AH5 AAit t nx. 3Ms r. 9V9pi n anM: Pan SWSA99Riv'a',545. FAA, (VUMW-OM 20-1.76 SPACERS AT TRACKS INSTALLED A➢JACENT AND BEYOND T0. $Tkr'OCO,jWOOO. BANDS, /AffPll VN i. ,.: - AA,,;. , 4Re1 N,-,M4. re. tMal4T,-AAn t ) ( ) ,,, A'-•, &t t 91•asfft e..'e yaM49n-,Mx -B ORA*,xG Na:', AINn 1FHN. n Nw,< v. nr-Iua se . paW 9n.rae, Q AN, CArpaM7,9 •M A. wawmv awz +w+N Fa.wm as G-ODOI718' tMM eaaRM re r +craw. net Y AlIRY GA-9OOe779 ,a Ar rmanr A,PI PM a r..Ar. fILAN11RA1 NN ' ♦ .. - -. - - P E S'F/t•(SLONAM1kt IlA'F. TFA h TR-LTF + wa n-q,. f s - 911EYT'1F OF 2W P;E.'XEAiJbIDIaANIRfa17E wMTFR A. TdLI' E a ttP. iT,-,4 A _ gT FA DP 1B PEtaE WK A TItYiF Nu P.t, w4 ,wfva A •• pS'F YA ar J SHEET N0. SH 1.1, ----- -- -ANCHORS ISM SECTIONS ON SHEETS 17, 1$, 19 3: MAX. a. IT so/is. MAX, 1 1 MIN, BAW/2D WN/w I. -1,64 TAPCON ANCHORS 09. D.C. 0 0 O 0 POURED m T BLOM DECLARED on & i. AADMA. $4., I'll I OR 'i rvAXA4 "El I LIFE Wm mom PAqEL 12- 71 L L04MR PAW T-` (SEE' SCHEDULE) 7 1 % CAWS J �y j- -i-Ei, 44-4-111 PAND. WITM CDAMM *4 w, a LEFT a we pwa- 44117. /1?. WIS. 3- hw 3. �.x WIRIOR [�t' -V'-" WE I' MIN. SAW/to. 1*w/Iq & SAW/20 0*/i% MINIIII & 88W/20 1, -ANCHORS (SEE SECTIONS ON SHEETS 17, QPTIQN #2 028 LIFE SAFETY STORM FANELa ELEVATION SCALE 1/0 MAIL, G.V.L 5EGIM-"- SCALE 31fir-1, MAXIMUM XS.D. Max. PANEL LENGTH DESIGN PRESSURE MINIMUM SEPARATION PANEL 1 RATING (p-s,f.) ($ TO GLASS CONDITION +55.0, -72.0 w-a" 2 3/4' UNBOLTED BUILDING INSIALLAIJON DETAILS FOR 0PT10bj 2 EQR UFE SAFEIY MEM EANEL 5y . -STEM INIQ EXISTING P URED CONOLIE OR CONCREJE BLO12K Sj8V-qjUAM 11_4' TAPCON ANCHM YY4* lAPCON ANCHORS; 0. TAPCDN ANCHORS O.C. o. cc. POURED CONCRETE POUW.MEYE RW CONCRETE OR CONCRETE BLOT{WOUITIM Wi OUIRED -1 BLOBLOCKN mQv --C C f 1 1/4* r tiT Cp M. cGarrar It It G.� wTv, aTa�CARLOOkfiX CD L it A ------- -1--i -�4 41M IAS-*/ vss, N.S. W/ NUT WASHER WIND NUT MASHER V32" AND NU(" P11"t- 'VZOM 0 12 I/e Ox. N 71 3/3 r-L W4 ' "1/0 - (STAGGERED W/ Mo) MACUM W/ STINT} 4v •IT=409m 4 -4� TAPCON OR$ 0 4 1/2' O.0 m C014 1. DKORM �;CK RED HINTING INSTALLATION SECTION 3A 'r-CtCCROMNCROM�4XX REDUIRED WALL MOLIN110 RAUA10 MU2 SS 0R CONCRETE BLOCK REQUIRED WALL MOUBtIMP INSTALLATION WALL SECTION 4A --fD CONCRETE OR CONCRETE BLOM REQUIRED MQIItMNG INSTAIIA WULAR GPANE SCALE 3/8--1- SAFETY PANEL SCALE 0 REGULAR PANEL SCALE 3/8,-1, a uiPANEL SCALE,318'-I" SEE SHM 10 & 20 MR ANMAS TYPE A Ajam PIPE __L/4'1_ _ IAPCN SIA14mo Fm MITALUTIONS PAM wow WACM Or.) FINAL SLADA& ~AA AN04OR W%CINOS AND MINIMUM C= DIME INDICATED ON THIS 1,.- 3 so"" MR Ex, Uss INAN INDICATED "kw- SOeDLXE MUCE ANONce SPACING N MULTIPLYING SPACING S00% 04 AMA ow mom "am W 7W FOLLOWING FACTORIL. FOR INS opawm m at POSM& REDUCED - - - SHALL -a' i-m LESS THAN mm"m SPACING INGICAT, Fm aw ANCHOR TYPE ON THIS SMED01 L IN31ALLAIJON ETAILS rOR OPTJON #2 FOR UFE SAMY 11ORM EANEL SX�TE INTO EXISItNrz ?9.UREQ CONCRETE OR CQNCP-EIE OLQCK 51RUCTURES __y4",TAPCDN ANCHOR'S V1, TAPCON 94CHM OR CON CA BLOCK, REQUIRED REQUIRED i/A- Ef N tl *m Owe T 0¢'4 aWmAv 7-"� � -�> 1.y F-D.- ANE _f/a.0 �Ir w- Nett 04;%ER REQUIRED ESP. WALL MOILIXT]ING istAuAilom WALLAMQM9 IH _:f&=ION AM= a MO& A UU SAM PAM a N E:L SCALE 3/81.1, -iaA'w, 31ar-1, SEEING SET 19 At 2D MR ANCHORS TYPE A mom TYPE -M-01 INVIDN' I/1v# SPACNFOR 0WALLAIDONS One WOW mm mom smiaws 0m1 FIMME nuum MINIMUM ANCHOR WAD= AM MINIMUM SIDE DISTANCE AW INDICATED ON THIS -w.-r . , 3 SCHEDULE CA, SCHEDULE mutlft"A SIV04 ssowN a. SCIADuu: Amft FA "m MUM tv" By mr FOLLOWING F4vws� fee CAUMMON 10 K POSVILL AGMto SPADIIA; 0914-0 U3I4 FACTOP SMALL NUT DE Ums THAN WNO" SAACIMI 010"m MR EN:Ik 04MOR TM 04 Ilk% %HOULE I I I - > 0 Q 2 CU -0 CL U) CU 0 CU Cn 0 L- 2 0- = CIO 0 " .0 1.-- LL- 0 CIO > .w .Cnii E CU �0 LF -IFS C/) 0- A< INUALLABON DMILS ERRQPTIQN #2 EQR FE SAEETY STORM PANEL SYSTEM INKALLAT19N DETAILS E98 OPT108 02 FOR LIFE SAFETY PANEL SYSTEM GENERAL NOTES. E-7 RAW =0 EM INIQ EXISTING WP-9D AIRUCTURES INTO, EXISIM WOQD STRUCTURES 1, E-Z HANG STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (P1.0,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8 1) MINIMUM DASEDWAI OF TAPCON ANCHORS AND PAWLMALIE FEMALE 0 & PARILMATE PLUS INTO CONCRETE BLOCK SMALL BE 1 1/4� ACCORDANCE WITH THE 2020 (7th EDITOR) OF THE FLORIDA BUILDING CODE. T DESIGN "NO WADS SHALL BE DETERMINED AS PER SECRON A620 OF THE rA;S0 WICK ED ELZ) MINIMUM CUBMS47 OF IjF4jji),( 7/S' CAX-W ANCHORS SHALL BE IS. 7/6' WED C M "7 MR A WIND 0 AWIRM BY TA&r N WHERE W SW IN 0 AN!) MATERIAL SHALL BE PERMITTED, frJ WMaNDER RAJ " , ASPO STM WAGE 7 RECU'V rz, REQUIRED _0,05 EXCEED THE M"IMUM E 1/4' A-20 SS SIDEWALK BOLTS MO SHALL BE LONG MOUGH(SHOULD, ANY FINU MATERIAL OW) TO It, DESIGN PR RAIINM INDICATED ON SHEETS 25 4 26, X -P TAPCON a W 04� ENGAGE 1/4' INTO ANCHORS, 1/4 LI 0 TVPCON a 61 Ox MIN. THRIAM ER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASEE 7-16 W/T 1/2 -14,414 TAPWN 0 fi* CC, I � I 1 11 1 1 IN ORD 00 1 MIN.Co" OC =TION AT WOOD SHALL BE FIRST' REDUCED To A.&D. DESIGN *two LoAUssy mwnnyw THEM BY 0.6 ORDEP'To 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS RE FOUNO ON THE EXISTING WALLGT If, HEADER TO COMPARE THESE W1 Mo. IA�Sa) DESIGN PRIESSIDIVE RATINGS INDICATED ON SWEIS"I ANCHORS SMALL BE LONG ENOUGN TO REACH THE MAIN STRUCTURE BEHIND SuCH PAWLS. AN040PAIX k PtNEIARRON AT N AT WOW HEADER SMALL BE AS AMITIONED IN &I) AND 94 8.2): vYESS EASE 3 AN ORDER TO VER!" THAT, COMPONENTS AND ANCHORS ON 'PAS P.E.D.PDAS TESTED WERE NOT MR S ED, A NCR -3 A 94 ALLOWABLE STRESS FOR WIND LOAN WAS XX I= 4.4 THEM ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN MONS AND SPECtF NS OF ANCHOR'S Of '44 Cj- _j 114' j j J/� Lt... DETERMINED IN ACCOROARGE WITH N,D-S� ZOM (C) ANC140M SMALL BE INSTALLED FOLLOWING ALL OF T14E RECOMMENM r-4710 THE C-4 r 2- STOW PANEL'S ADEQUACY FOR IMPACT ANDI FATIGUE RESISTANCE I" SEEN VERIFIED IN ACCORDANCE VDIN SECTION 1626 OF WOOD HEADER WOOD WADER I REOUMED REQUIRED - THE ABOVE MENTIONED CODE AS PER FEWS-IMITION TESTING LASOMITORYr, INC. REPORT j 2032. AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 714E SOUNDNESS OF THE STRUCTURE WKIRE SHVICER TAS-202 AND 1AS-203. E, THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. BLOCK OR INDIGO FRAME BUILDINGS. t THIS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE L -5jtt 11-, INSIDE W/O THE USE OF A LADDER OR LIFT -THIS APPLICATION IS VAUD WHEN INSTALLATION 15 19TENLIM TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR 15 To SFAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS GO -W WINO/RAEN INTRUSION. MILK AND SEAL SHUTTER TRACKS ALL AROUND FULL CD 1 3-.2 FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING TO PREVI M- EXISTING MAPS EXISTING Am" sovaknom LENGTH. Q. E, CLASS v M- CLASS -F- TO CLASS 1 3. SERIES IWO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN NSTMAAnN 5 REOVIRED to BE cu (SEE ScAuxAl (am ScAmum PERFORMED FROM THE INSIDE Or STRUCTURE (MY NOTE i BELOW) am SI� mG 13L STORM PANEL INSTALLATION SMALL COMPLY WLIM SPECS INDICATED IN THIS bRAWNC MUS AM BUILDING AND ZONING E PANEL UENM v 6) PANEL LENIM CA SIM 10) "L* M., I i I Ok SAID I Of, 10,AADDR PANEL LENGTH I i i (SEE NOTE I BELOW) i : REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. CID pTy, I - PANEL LENGTH Al� __j To GUAM , I - 1 --- . 4. SERIES 2000 INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTAL SUVERS STYLE WINDOWS WHEN rss'Nq- III oNm BELOW) (SEE NDTE I MOVI PANEL UNGTH - PANEL LENGTH SIX NOIT I INSTALLAIION IS REWIRED TO RE PERFORMED FROM THE INSIDE OF STRUCTURE- 14, ATRIUM WINDOWS AND DOOM, INC. E - 2 HANG STORM PAWL SYSTENP- IS PATW PENDING. 'aw Isf 1/4-0-20,1 S. ALL ALUMINUM EXIMLSONS TO BE 6063�16 ALLOY AND TEMPER. (UNLESS OTHERWISE HOSED 15- (a) THIS PRODUCT tVAUJAII014 DOCUMENT g,.E,D,) PREPARED BY THIS 040WEM a GENERIC AND DOES NOT PROVIDE wm r--tz,= -- , I I - -- ON SNW 16) . ..... (SEE NOTE I mowj (SEE NOTE I BELOW) INFORMATION FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITOgs "IE raw THE P-E.Q. WING, NUI S. ALL ALUMINUM SHEET METAL USED At rLOSLIKES SHAU, HAVE 3IES-HI4 AUM Y r 7� ALL STEM SMICET METAL PANELS SHALL HAVE STRUCTURAL QUALM STEEL, ASIM A-053 GRACE W 44P�. GALVANIZED STEEL THIS PROD a MED ON THS P4,I). PROVIDED HE/SAID DUES Not DEVIATE FROM THE CONDITIONS DETAILED ON "T $S, 044 Wey I e# TAPCON P $ DOCUO OMCNIA7100 WIPy- 60,5 Mel (AFTER ROLLID, THIS DOCUMENT, CONSTRUCTION SAMr AT SITE IS THE CONIRAtTOR'S POSPONSIBILITY. x W/, I)y 0. AU SCREW$ 10 Or STAKLESSSTEEL M,4 04 .16 AISJ SERIES OR W"051 RESISTANT r DATE THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD, IF F! iC a S AS PER Cq w f ONI ARROA1 FEEL, N Mw ED FJ MIDWIM OF PLATEI SWIS W/ 50 W YIELD STRENGTH AND AD W IENSILE SIRENOTH & SHALL COMPLY W/ FLONDA INJILDING CODE SECTION 2411.3.3.4 (d) SITE SPECIFIC PR"CTS SHALL BE PREPARED V A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL O� BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ArA 304 SERIES STAINLESS STEEL, WITH 36 AM MINNUM VW STRENGTH. BECOME THE R4C�M CT RE� E ENGINEER OP)AFOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 6" 06 CITING AS A DELEGATED MWER 70 THE P1,0, ENGINEER. SMALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LAT." THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) TO ULUh* POURr THIS P-L . SHAL, -3EAA THE DATE AND ORIGINAL SEAL AND SAGNATLRE OF THE PROFESSONAL ENGINEER Or I I I- --, t 97 f 1/4" 0 9 718' CAUK-IN A=MORS, AS MANUTACTUPED BY OWALT INC� (M)k VC-SPOD P-�.) 16. STORM PANEL MANUFACT114"'S LABEL SMALL BE LOCATED ON A BEADLES VIE LOCATION AT STORM PANEL IN 1/4'0 TAPCON ANCHORS AS MANUFACTURED Err 4,17M, BUILDER. INC. (MIN. t'.-3192 P�ja,) RECORD THAT PREPARM I( DINT. L.EQ. I/ ::, 'S -S� .1 1/4-0-200/*-S-S. US. W1 WIN PRODUCTS. ;4 I'V4.4- U No to' L f 7/8'*3a/32- WIND NOT ACCORDANCE VAT$ SECTION 1709.93 OF FILORIOA BUILDING CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENING. MY 014-10 PAWIMATE FEMALE ID A, PANELMAIIE PLUS ANCHORS. AS MANUFACTURED SY ELCO CONSTMUIC, E(L EQ. (F.-M50 P-1.) 3/32* WING MIR 12 I/v D.C.WASH" (SMIND) LABELM TO COMPLY WITH SECIM 17091.2 OF IKE FLORIDA BUILDING COM NUT RAIDER TAPcON 0 51 O.C. k 3/32' WIND NUT A.1) MINIMUM EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2' fM PARELMATE 2-.4- WOOD PUTS 2'.4" WOOD PLATE I W/ AL FEMALE to & PAWUVT5 PLUS. STADGERED W/ SAD) X 3/32' WING NUI THREADED P�A WASHER 0 (BEYOND) REQUIRED MASHER 0 6 t/4* D.C. I OF PLAN REQUIRED T�r AT VIDWIDIM A2) MINIMUM EMBEDMENT Or t/4-0 X 7/8' MX-114 ANCHORS SMALL BE IS 710' INTO CONCRETE. NO EMBEDMENT INTO OF PLATE WOW PLATE #14 B;"*OQD PLATE #14-10 PANELMATE ;-10 NEL-MATE1 PW PLATE /4tAoC ANY FINISH MATERIAL SK-41 BE PERMDTTED. WOO PLATE U"N 0 all,/ W 7/0 0 W1 1W, W4 0-20 SS SMWALX BOLTS USED SMALL BE LONG ENOUGH($HOULD MY FINISH MATERIAL EXIST) 10 ENGAGE 3/4- Mo P"; MIN. ON "a"IM04, ANCHORS "MA WALL MQUNMr 7AW REf" EMEL ER AT MMARYTH OF PLATE f A 41: A ALT WALL MOUNTING IW&=gN SCALE 3/ir-l- 0 UEE AM= PANE! A,$) m CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS 09 POUND ON TW EXISTING WALL OR O INATAUJIMON SCALE 31e. t QN FLOOR. ANCHORS SMALL BE LONG ENOUGH TO RM14 THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE: SHALL SCALE 3181.1* SCALE BE AS MENTWED IN XI) Mo m X2), % No. 44167 z PANEL " t (a) s iffiffimi- REOWM EARM SCALE JIM, SCALE 3/0*-t' U Cone Zone) FLORIDA BUILDING CODE (100h Velocity 14 FLORIDA BUILDINO CODE (High Velocity Hur Done, tons) 1/4" 0 TAPON ANCHORS AS MANUFACTURED BY LTW, BUILD". AMC. FLORIDA BUILDING CODE i SIN *- I " ARE ONLY VALID FOR UILOVAIS WPM A.%O, DESIGN WPM (High Woolly "UP Carta Zone) Am nizvo- Ioc, F.P. 2D GAGE GALVANIZED STEEL STORM PANEL fp. I,,. -to .55,5, -72,0 PRE Me PPIECSOLENGTH LIP TO W-r. PAM ROM ft. 19=- No 44167 1 20 GAGE MVANIZED STEEL STOW PANEL 11/4" 0 X. 7/8' CALX-N ANCHORS, AS MANUFACTURED BY DEWALT INC, (F-ISOO #�SJL) .20m mum, Am o No. 4 20 GAGE GALVANIZED STEEL STORM PANEL BROW w; 4-10 PAWLMAIT FEMALE JD AND PAWLAIATC PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTIONOwaH en try 1. WSIALIATIONS ARE ONLY VALID FOR BUILDINGS WITH ASO DESIGN LOADS 2 FOR We WOOD FRAME CONSTRUCTION SOLMMIAN III r = T� V RE PRODUCTS W-207I PINE NO. 2. W/ SPECIFIC OMSRY OF 0.56 OR Eowm. E UP to +!6-5� -72.0 PSP AND PANEL'S LENGTH UP TO W-e. -.,A GLOBAL PROTECTION PRODWS. LLC. gS GLOBAL PROTECTION PRODUCTS. LLC. ATE GLOBAL PROTECTION PRODUCTS, LLC. 'o D�x DATE Z FOR MIEN WOOD MAW CONSIRuCTION: WOOD WORM TO BE SOUTHERN IILIIEC-Otmc� ' - �--7\ 4m SA, m STMIT .800 &W. 51 STREET [ILIECOINC ODD %W. 6 571w DINE NO, 2, W/ SPECIFIC DDISM OF 0-515 OR EDUAL DAVIE � =14 33314 4 RAINC. EwNSD,01, I-. (W)US-am m4jgaw-gw 20-176 (�Nef_�5, � tam TMN WE FL )60-pg? 20-176 20-176 -T, mc -0 IS - - \ WAWA W� COMING CA-00057iS WALTER A. uw I'.. PE, 'Nlls"4 � == of A AS_ YAM= A� TLUT k., PS- COMPONEN15- fQ8 SERIE-$ 2QOO & I-E-L HANG STORM PANEU (SCALE 1/2-l)M (TOTAL - 12.500(EFFECTOE WHIM) --- 1/4' ........ ...... 1 '075 075 S, TYPI /B.0m, MR. THICK HEMMM-1� CAL"MD STEEL EDGE 2 Yp. Astu A'm _7 -HEMMED GRADE so MUM DETAIL AT EDGE ILIF WAIL A Z4 a-. ----------- -6,250 h-2.470" w (D MRM PANEL REYERSED 'h" TRACK MA= 'U' MWK fM IMNn-Ls AND -Lt, W/ HEMMED .2 ITS, Awf- .126' WMMEQ, IV ISOMEMIC VIEW DETAIL A 2 DOW 20M L-... ROUNDED CORNER 0 ENDS OF PANELS END UP W/ H.S) EMMED EDGE, 7SQ, (N.Tw 2.000-- ... '-S . Mo- - --.- .- '(Max.) ILIUM ANGLE 6061 -TO AAWTI. ALLOY AI 750' Ow (TyP-) . -I ND. 44167 ATFLORIDA BUILDING CODE (H)gh Velocity Hurrtcone zon.)l ATE OF 20 CAGE GALVANIZED STEEL STORM PANEL CA." sk 04:.... GLOBAL PROTECTION Mum. LEG. (2) S*x3*(M &UM. ANGLE STOP -MR NA / IL EC01mc nnTE 4=111�w Ill LONG M, Stun Na I00' / RM AML 70-176 W63-'M Alum. ALLOY 0.0 An- C�:Tor- px, CA-0000714 I A.."Lur I, P't lfa34'" !Ili Iffl! 1jilPit I I I SEE MOM . BELOW-- :,.- sm MITE 31 3. -4 MR 00NOWIT At coo SEE V..- 1 -swA3xxt CAI ww n. FOR wow SCREW' am SECTIONS OR SINXT 28 mom'OCR ow/ - /0@. M LAST FAWL 0 TO BE INSTALLED *I EACH TYPICAL ELEVATION FOR NO SMALL ALWAYS BE 0 - u.- 0 R HANDLE TO tAWAX=.T& E-Z HANG STORM PANEL SYSTEM IF INTENDED M BE INSTALLED NON WSW OF STRUCTUM so" 31zr - r ,-T�4, W­ -1 /*. Mo- DAP" -AI - ci'�, V-0woo-&O 49%A;-A E - 2 WHO STOMA PANEL SYSTEM CONSISTNO OF PANEL C"I. TRAMS TOP & BOTTOM. (2) 20 PANELS SMALL ALWAYS BECONMOM 70 WqO# TRACKOTHERWISE A STOP BAR SMALL BE PILDMED AT TOP OF SUCH PANELS. (3), IF END PANE CONNECTED TO INTGOM CONNECTION SHALL, CONSIST OF /A N., .4 . rt,"CONINCICT YAP y /,Z I/4*#w.3/4* MIn. THOUBSCREW TRACK. LOCATION OF FASTENERS WAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL (4). IN CASE THAT END PANEL ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON UWE (3) ABOVE IN SUN EASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5) SEE SECTION 1'. 3, & 4- ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET M 2'/24 0, 1'/24 r wr TEa1NCkWR6 1T>r•F 3' Mae. (SEE lose" of DO DFW Xv.-- I? 5 IH RINI 11 J r-1/4'u.. GAP 114- 1%. GAP Jb 3E0QN _TERNAIITXHN ScALS 411w` - I[* (1), E z =,-IT rM PANEL MEN CONSISTING Of PANEL I, TOP , PMELM01lE PLUS OR is' LONG. V"" -mm W/ PANELMATES, (2), END PAWLS Si,*u ALWAYS BE NEVVIO E NO SALE EMS OF PANELMATES OR, IF USED Ni 1' AT -4� END PANELS SHALL BE CONNECTED VING NUT OR Ig;r0 �3 '4=/. "UXED/T(aiEPT AS 'LOW), DESCRIBED ON WE (3), FOR CASES WHEN END PANELS AM TJOIEWQS'OrNO .pAT IEND PANELS ARE NOT SEt7MCK%STOP BAR IAME PROVIDED AT TOP OF P (4). FOR INSTALLATIONS WHEN END PAWLS AND SOME INTERIOR PAWLS ARE DIKMY MOUNTED TO EXISTING SU WALL BY MEANS OF PANELMATES. ONE INTERIOR PANEL MAY BE USED JOINTLY W/ TRACK TWO PANELMAXES POLLONVING a AT BOTTOM ATTACHING BOTTOM TRACK TO WALL SPACING SHOWN ON ELEVATION AND W W� Vf EDGE OR PANEL :jMJ0jLW/ Pt IN MEANS. SHALL STALLED NOT E FOR THIS SU&,WED TO To BY ANY THAT ADJACENT PANELS ITO LEFT EL) HAVE THEIR OVERLAPS RETAINED BY %. ca.011m Al an 9-OW M-\ DETAIL I SCALE: 1/2' . I* rm INSIAUXION ETALA EQ8 9ERIES 2000 AND 1QQQ E-Z HMG STORM I CONCRETE 08 CgHOLU MCK rowan DaXLTIea 4 am OFt. m � Sam -01 sm wlaw wc.RY - W 1. cum Ofift* p Psi' im AM AS, r/, Do to WALL ANII OVa 00IM110 IL9, IRA .110mr.11m T LIST q "m 0, %YND ON WALLMI'm PAM ON sMw n Not, me Qmwgwb Iz j 0 TOP & 001m IWOUNT"m - ACANAE NY MAY To Ott to aw . W*Ax MAX svqv� a 0 FLOOR TO CEILING BUILD=Qjj,� INST� 3X L" .A�=Q INSL SCALE S/�I, SOME vw. Hurricane c- m C/) 0 CL 0- 0 0- (3) C/) co LLI z z SHEET NO. S H 1.2 a (1) (1) C__ U) -Fu (D " -0 > = 0 (D 0 _II._j = L_ L_ _0 ------I-- -1 I I _ - ___._ I ­­ - --- (1) CL cc 2 INSTALLATION - .QETMLS EQR UMES 2000 A 1 990- E-Z HANq SIQRM PANEL W IN EXISTING WO9D STRUCTURES fiaLaw-11= = Cu m) Q- 01mm an &WAAR, I um a L-2 ww =vLamau (C) IQ_E&1aw1ngJL-1k#N__1ft.1 . - h . a ..I..., 10 a5 .. i , STEW PA14M $NO" ON THIS PRODUCT EVALUATION DOCUMENT (P Ec�) HAS M04 VERIFIED FOR COMPLIANCE IN ACCORDANCE - 11CO TAPCON ANCHORS, AS MANUFACTURED ST LT.W, BUILDEX, INC 0 -1l-0 U) MAXIMUM A.S.P. DESIGN PRESSURE RATING (a.s.f.) AND - 11 77t7_7 i - 1/4'A 11Z SCREWS 0 6, O.C. w/ I WMIN THE 2020 (7th EDMON) OF T14E FLORIDA BUILDING CODE THTS STORM PANEL SKkU. NOT BE INSTALLED AT HIGH - 114-10 PANEIJMATE FEMALE ID AND PANELYATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSMCnON PRODUCTS, = -, � -1 � I!, I . - _.1. , -,/a. MI,, IMMAGET, PDCETRAIM I -1 . .� . - HURRICANE ZONES (MMM-OADE / SRO*ARD COUNTIES)- , � IN - . - - I3) mlp� rw WOOD MUOCFTY - CORRE"DING MOMUM PANEL L04M %- SQU= A—. � 7_7 - � LAG Sl� a _ ,� -TO D(SHY9 WOOD HENTER� 1� - 1 _17�4'. LAC SCREWS PM hb_S_ M (n ; - _ , HEADER WOWED �/-*$ .AG SCROK 0 III& Ox W/ DESIGN *INC, LEADS SMALL BE DETERMINED AS PER SECTION 1609 OF -THE AgGhS MENTIONED COM MR A BASIC WING - %'REV. BOLT & SPECIALTY GO. MAXIMUM ALS-0- DESIGN PRESSURE UENG IRIA.f.) AND CORRESPONQJHQ MAXIMU - - 111141�lr It, THREADED 11*.11ALzT/. , __ __­_ i" ,7"", �- , � FLAT OR ON EDGE ,/2' W. THREADED, polmm" SPEED AS REQUIRED BY THE 4ORSDI�CTION VOICRE STORM PANEL WILL BE INSTALLED, AND FOR A DtRECflON&JI1Y FACTOR . IV* , �/9" WOOD SUTSMINO, AS DISTRIBUTED MY ALL POINT W -0 0 -2 HAHQ I ��', -1c, 045-04 *= �EAOM � I T__4 � . ­0 _0 � FDR SERIES 10QQZ2000 E ftmL d) =m " ,�, " � � � ',� -0-i. �%, I , ', it � I - `-, - TO VISTING, wow READER, KD-ca, USING A$CE 1-16 AND SMALL NO EXCEED THE MAXIMUM tA,S.Oj DESIGN PRESSURE RAMOS KMATED ON SHUTS C1) AUNT UM THREADED PENETRATION INTO MOD OF TAPCON ANCHORS SMALL BE 1 1/2' AND Z' I-* ELCO FANELMATE PLUS C Q 0 L_ SPA21111 I , 't 'r � j 4 C #14.'"SI, � SMOULF M LWAU"NS INTO 12211= & CONIC MWA 11 A. b JNO Oro �� i I '[W /4 3. � THIRD 12 & 17, 18, AND PANELMAU FEMALE 0 - ­_ - .1 - .- - Iffib-c-um-zil 0%wD __ ___11 [H-1- � N , , , ­@C_t� #14YI- Ems I _49T _� " �: MO IN ORDERTIO itelft ME AWM CONDITION, WILMOLTV DESIGN WIND Ebukin DETERMINED PER AWE 7-16 SHALL BE FIRST (1) , � �, / ", �, ��,, I O, '. �X, 'D - , �, a� , y , , �. __ __ ` / i6 im.1r.. - REDOCIED TO ks,D. GESIM PRESSURE PAYING BY MULTIPLIINO TREAT MY 0.6 TN ORDER TO COMPAK THESE W/ MM (AS,D) C .. . 2) TION OP LAC SCRE!W, ODD THE WOOD FRAME, UNIT %4A41. 13C 1 1,'2'. 140 THREADED 0 �5_ t-- u 3: ED PERM I . � , I , , " " � DESIGN PRESSURE RATINGS #MICA= ON SHEETS �, 9 THRI) 12 & 17, III MINIMUM THRM - MOWN A.S.D. I M7 - IN kom*At Amoms vA&w FOR r- a. - i i/2, - V­� 4 11 � , , " , I �, �,- LAC Smw 0 a- GO W/ � I I 0-k #04"r Co. PENETRATLDN SJUC HALL AS PART OF THE REQUIRED THREADED PENETRATIOIN S_ ,emmut SEPArATRIN APPLIOASIN&TO - - vk� DO �` IN ORDER TO WRIFY THAT ANCHORS 09 THIS P,ED­ AS TESTED WE NOT OVER STRESSED, A 3= MWASE IN ALLOWABLE 0 U- SSCDO PRESSURE TAPCONS APKXASUF TO , ,-414 Sn"G wow HEADER, , i, , a tor STRESS FOR WIND LAWS WAS = WSW IN THOR ANALYSM. FASTENEFS SPACING TO WOOD HAS ELEXh DEMWIN11) IN r,3) MINWUM EDGE DISTANCE OF LAC SCREWS� INTO WOW SHALL RE AS INDICATED IN 14IS DRAWING C - - , , ( _2C T A.S.O� DMGA1 - I A 2,11 T I , 2, W, THRIADMOITH 0I, (D ) GLASS N I .Z. PANDRArt fuwz I PANSMAII: PUUS WAMUM PAtXL I , 'IS � ism DETA.-L 1/2- a I To 0, I . I I I . 1! " 1 �,,,,�;,;N/4',=,mr , I M 0 .+- ,,_ RATING to "'CRE, TO ow'-wir IT, ,GAGRD, TO CDNCRETE ,,I, To MADE TO �� w-dwim - 67��­ 1 LENGTH *v Or') 11 - I T, __ IA annov!) _L_ � M. , ACCORDANCE WTH N�O.S. 20M ICU .66.0. -7b-3 70' OR LESS 2 911W BOLTED - V, 2'.S� ,*w � , Cvmy 6 NWH , 7- DUMI 112, & 1/4' 0-20 SCREWS USED 3LATI BE 1 1/2" LONG MINIMUM I I z'w & 3**, (P-I.) BLOW I'= - " . ___� 5/16' A'- POP $VftVT t C-1. " m 5LOFN PAND,'S ADEQUACY FOR IMPACT AND WIND RESISTANCE WAS SEIEN VER010) LN ACCORDANCE WITH SECT" 160,1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE S/C' Lu (=) ;> N/A I ....... - I - ISLO - & r (TOP) I 0 jiul* SA,S. ,4_ KLA SHOULD STUCCO EXIST, AND I' WMWUM FOR WALLS WITH NO STUCCO. uJ -a 12' 1 i k t � . I T14C ABQW,�VENTLONW CODE AS PER ANET�UDAN TEST LAS OF SOUTH FLORIDA REPORTS 10814OI-O! AND,#02ISA2-09. AS: .66,0. -753 2 1/1' BOLTED . 4' It Of N/A 12* N/A 12, N/A 1 1 1 ww#rm - � ­1 CD I OFAMOF 0 E_ � - '21,01-10 AS PER - E 0 0 1 3.* I I C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STLIC00 OR WOW BOARDS ME FOUND ON 1HE EXISTING I - - LESS i W I 10* S. Wow . R = �= - A,: ­1 7 CA-t ". IAS-201 AND TM-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMIED IN ACCORDANCE W/ SECTION 1604 OF THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS U) (1) L_ L_ * ,8W0.,LS1U) 3 A�,SS, M.S. & WINGNUT A) OVIERIAP & AUX OF PANEL LENGTH 17" r 51 4- 4- slJoilm) . " i I __T I (m oumt Ile. a, I FLORIDA SUILOING CODE Cn _11I ,Z/rg= . . � ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & C�4) c- PANEL 3. III. a. 1. - - T_ .... ME. 1,cr-_CiV4� ,2 %u I IV a, S" I, (BOTTOM) ___ : I'D= '§C� RErAAIw ! I- 2. ALL kUMINUM EXTRUSIONS 10 BE 800-tb ALLOY AND TEMPER (UNLESS CTKEMSr NOTED) SEE SHEET 2 IC) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPEOFICATIO05 OF THIF ANCHOR'S MANUFNCTUR0. _i__j 0- __ - SERIES 1000 +. -i I - I 5 11 - SHALL HAVE 31OS-f"4 ALLOY. !E (z m/A 2' (901I A= - � N/A NIA I N/A N/A N/A 12 Ilr IT- 70" OR LESS - 2 Ir M", Y410-2W14. � 1 3 ALL ALUMINUM SHEET METAL USED AT MOSURES a �6&0, -163 - . - "" ­ " -.9.1..- -, .V i 8 PARELZ HAY ALSO BE tnSTAL.LED HORIZONTALLY FOLLOWING INSTA.LAT" DJEtAW SHOWN COSEON,ON I 7kROL04 & (SHEETS 4 F_ _0 . - V) < , V� "I & - THRWGH 5) EXC4W THAT HEADEP4 Q & (D SMALL NCrI` BE USED, .. - 1 C ALL ' 7ML SHM METAL PANELS SHALL K" STRUCTURAL (WALITY STEIM� ASTU A -OW (OADE 60 MNaAUM, 0-60 GALVANIZED N/A 6 L/2' N/A __ __�_� N/A 3' (TOP) -10 CLASS , , 12, ,,,C- 0 STEEL DESIGNATION WIFY- 92.2 I.! " ROLLED1, 7" _; 'I' IN, A - 1/�_ 41"'ImN iE.-..m./�". I ID OUS& 7/8 .1 W412;10 I 141A NU � - - I I � 12* N/A_ - $ 1/2" N/A 1 9 1/2- 1 3� (BOTTOM) EVERY *YERIAP 9 ;1311 &E;�w 9 . 7 1/w mm 9 IT SHALL ME THE RESPONSAKAY OF W. CONTRACTOR TO VERIFY THE SOUNDNESS Of THE MI UCTUI WHERE SHUTTER IS TO BE - - i Ifl- , , I 1-- - - - . SITIQLATKIN- I ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME % TO CLA�l I/4*c­7OY3/4' 6 5, ALL SCREW, .0 ME STAINLESS STEEL 30. OR St6 ALSJ SERIES OR CORROSION RESISTANT (;DATED CARSON ML AS PER VIN BUILDINGS. . 12' Ir i I � 2 i M11=W, -_ SOO;6 *1 5b km YIELD STRENGTH AND 00 mi TENSILE STRENGTH AND SKRI COMPLY W1 FLORIDA BUADING LODE SECTION N/A N/A 1 12* 1 N/A I A' (TOP) ' ( __L__ __ ; -6- - !:I S�/,W a., , ­_ 2AI _� 1 14 1 - - To ARITION - WNG W-0 v �w � _1 JEA 10 VACH REGULAR STORM PANEL WITV� LENGtHS OVER 90'. AS PER SECTIONS I, 2, 4, 5� 6 AND ALTERNATrAs IYE 3W & 4W ON OLA". EVERY OvulLIP SHEETS 4, 5, 6 & 7 RESPECTIVELY. SMALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TNANT I* I 1 12' 6" 12" IT- 1 12- 1 W I .' (BOTTOM) I I i ii - � - - � ­ -----, 'I a BOLTS TO BE ASTM A-307 GALVANIZED STEIEL, OR AISI 3414 SERIES STAINLESS STEEL WITH 36 k�n MINIMUM YIELD STRENGTH SECURE PANELS W114 APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING, AS.O.__D_E_9_"_ � . I i I / 4 I - I 1. ...­ 11- I— 1­­ 11 d * 0MITIED 70 MO P.O. PRESSURE RATING ­L_ ll F I ,� i � 1. ANCHORS TO WALL SHALL HE AS ;'040WS� I I. THE INSTALLATION CONTRACTOR 6 TO SEAL,tCAULX ALL SHUTTER COMPONENT EDGES WkCH RE"N IN CONTINUOUS CMACI WITH � V4-F-0 I IV .,� I I 0 1; 'I - I (A) !2ef�.Mr., THE BUILDING TO PREVENT WPID/RMN INTRUSIQN� I IF ;� 1 /A INNIAG AM SHED 26 FOR ANOHM TYPE & SPX04 POR INSTALLATIONS W[0 NOILD + RtOLIM Max, WSTANCE BETWEEN 1/24 T I., 1 4 .1 I FACTURM BY OW, SUIEDEX, INC, OAA [`I,4HI2 pa,�,� 12 STORM PANEL,INSTALLATION SMALL COMPLY WTFI SPECS INDICATED IN T THIS MAMNG PWS ANY BUILDING , AND ZONING NECULATIONIS FRAME &jkw4oL i I N I 9dp ­ 716' CAA-114 ANCHORS, AS MANUFAr 0014 WHERE PERIOD IS APPLIED ID, MINIMUM ANCHOR SPACINGS AND WOWW EDGE DISTANCE ARE INDICATED ON TKS AND 0 To BE t/2, MQXL I ,-, I - .. III I � p It �, 1/4� 0 . 3UkEO ST OEWAU 04 Somm MR ED- ass THAN 1w ON saam" REDUCE mom v%Cm - v/. R - (t,M;4'#,,: W4' SOLIO-SET ANCHORS, AS DMINLEILTED R�' ALI, PONT SCREW, SCILT & SPEOALTY CO. 15. 'a) THIS PRODUCT EVALUATION DOCUMENT (FED) PitWARM BY THIS ENGINEER is 6ENERIC AMC DOE$ NOT PRUVIUE WORNAT" I I 0 , I A. , .3m P.mw) FOR A SITE SPECIFIC PROJECT. ­, WHERE THE SITE CONDITIONS DEVIATE FROM THE RED 10 MULTIPLYING SPACING SWM ON SOMEDLU of INE POLLAW114 FACFORS FDA ly" ---Jl ,.� " 1-le-0-11111". t I 11 - Ott -Ip 'PANELMATr FEMALE 0 & PARELMATE PLUS MCHORS� AS MANUFACTURED BY ELCO CONSIRUCTION PRODUCTS, BuTmm OF PANEL , a ,,, 0� Y THIS OPERATION TO BE POSSIBLE REDUCIED SAACA4 OBTAINED USING FACTOR SHAL. I , NUT J� 9 90T ME LESS TKAN MINIMUM SPACING INDICATOD FOR EACH ANCHOR TYPE AT ! _3� J,__ --- -1 2 �U_L, _ a 12' G.0 19 :1 - , I I - I/V* ZAW "LIN ANCHORS, AS MMUFACTURED BY DEWALT� �NC (b) CONTRACTOR TO BE RESPONSIBLE Fort THE SELECTIM PURCHASE: AND M-FALLATION INCLUDING W SAFM OF THIS PRODUCT _!�= LEGEND, 2 - ---I (E,.r �_) -I *w. I I , k-.--,- 1) EASED ON THIS P,EG, PROVIDED tK/SHE DOES NOT MATE FROM THE CONORLONS DETALLED ON MTHIS DOCUMENT A110111011 TYPE Ile. ++ REQU RE. W. DISTANCE BETWEEN 0=00 OF PAW� :.. I . T 41. iEwft FEMALE * 6 t 1- , A MINIMUM E40EDMEW OF TWON ANCHORS INTO POURED CONOMM SMALL BE 1 3/4"; r FOR ELCO PANELMATE AND AND 0 TO BE Z/A&' 2�4'%Lv �� 2 F_ " �7. - � CONSTRUCTION SAFETY AT SITE 15 THE CONTRACADWS RESPONSIBILITY, _/N 1, ;t - I- , - a[- - - IT, k t Z/4- FOR ZAMAC NAILIN ANCHORS, (t) THIS PRODUCT EYNAEATION DOCUMM WILL BE rON$XLFRW UNINALM, IF MODIFIED TZ 1A i 3116* ­ -1 IL - __1 - , -- � IV ____1 ­­ � mom wAom 0,J 3 - � I � M.A, - i� (a IA DELON) kwr�Aiioimt ii-T72- OC I - - I . -_ A,2,1 Mg-th & SCUD-SFT ANCHORS SHALL BE EMBEDDED 7/0- MID TWE POURED CONCRETE- NO EMSCOMEAR INTO 3 V ,t2 I - , - NA. (2 -A' � I . _ li­ " 1 31" � - 11", LAS MRO", 0 1, "_ W I fl 9 1.7 13=0 SHALL. ME PERWMM 1/4 4-20 SCREWS USED SMALL BE 1 t/2- Low, MINIMUM SHOULD 5111MO EXIST, (4) STE SPECO-C PROJECTS SHA.1- BE PREPARED 13Y A FLORIDA PEUSTERM ENGINEER OR ARCfOTEC� WHICH WILL, BECOME THE - . ."­,vIAAA 1C.-EA, oLl ,5 3 \ 14 - - - - lvr REQUmm �", i 9�w W " WALLS WITH '40 STUCCO, AND IVAY BE HEADED SCREWS OR ALI. THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E,QR TH -L BE RE., "WAQ j;;;;;-,,,,0 IADMOTH OF PLATE AT SERIES ZW OR FLAT OR ON EOGIF yll"Q. .sky I 1*11 ;6�_ A 'j2 R I 1� - AND I * VINIMU UOR E PRO'JECT ARD WHO AM �PONSIMRUE FOR THE I'Aw"m - - __ - =,- PvW , uw 40M 'A DELOW) ". � � N, Ms -4/32* . AVA rA am mom* I I �?�,.ymk, I. 6 �1. ,-'>­� I N ",#&W/ 7�al OLD WITH WING NUTS PROPER USE OF THE P E0 GINEEP OF RECORD, ACTING AS A OMEGAM 00191MR TO 1W Ow " .4f, , -1/4". - , PS-D ENGNEER, SKAU, SUMMIT TO THIS LATTER THE S45 S090FIC DRAWINGS FOR RIVVLLW� I � JA A IS ".4.&I =T 1. t 142 , 'Ir m Am-Im 1 'A LAG I** LAC WIEWS 0 fi* DO W/ A-3) IN CASE THAT PRECAST SADNr� PRCTA% CONCRETE PANELS, PFAVERS, STUCCO OR WOOD aclmw ME FOUND ON THE � , -� � 14 THRE41WO PEAT �� , m ;r FMXTK)N E)GSTRIC WALL OR FLOM. ANCHORS SM1, BE LOW, EWALGIO TO REACH THE MAIN STRLCTURE SELLING, SUCH PANELS, (I) THIS P.E'Or SHALL WAR THE OATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROfaslow I 'Ir n amlw_ ALTERNATIVE 2"W � be, ovor PEWERM OP ALAYE ENGINEER Of RECORD THAT PREPARED It I - I I - Vi�� '.`*4- .000 ,-A, D, ON EDGE ANCHORAGE SMALL BE AS b"TIONED Lit A.1) AND IN A.2), I um N SCALE 1/4*.'- i � 1� PLATE PxOLNEuD FLIAT r � ; __ I - I - I A.- - . I . It- SHUTTER MAII.IFACTURMS LABEL SHALL BE LOCATED ON A READILY VIME LOCATION AT STORM 3 i,w I - I - I - I 'd - 11 .. A -- (S) TQ_zqSMNQ_C%IgS9F_Am"&L,_�- : . I i , . BUI -oul MOUNTING PANEL SHUTTER IN ACCORDANCE WITH SECTION 17091.2 OF FICREDA BUILDING CODE ONE LABEL SCALE 1/4-.1- ! � 6 LQ - 1/4- a TAKON ANCHORS A3 MANUFACTURED BY I T, W BUKDEX. OC� lu,*u BE � � _� . - ­. IIE - 1�4` 0 . 7/0' CAUI-N ANCROM AS MANUFACTURED MY DEWALt. INC, FLORIDA �;LACED FOR EYERY OPENING LABELING TO COMPLY WITR SECTION 1709 Il.3 Or THE NOTES' 1�1 � - - .- - - jjq LOING CODE, � I - -, I , .. - - WIL X A/4' SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL POINT V_REK. SOLT * SPECIALJYGrO , - Y Ur BY WRUC *N, " _�_' , Alllj",X #14-10 PAWILMAtE MAALE. 0 ANO PMOLWE PLUS ANCHOIRS, AS MAN AMRED ELOO CON T PROLJ��11110111, 100culflilto"', T WSIALIAMONS 1!�,. ONLY VALID FUN BUILDINGS WIT" Aso, OESLGN LDADS , I I 0 � �, UP IV +46c, - S� PIT ANDPANUL'S LEA41M UP TO S*-W � � it At - 114' A ?AVAC NALIN ANCHORS, AS MANUFACTURED BY DrW&T, LK lm.,�yk I'. I R 122 - 4, rk t1tS1Anr:.!14 , soj-,% a , , 11 I I /�' SCALE IIV�T' ­* '.1.11., _ ;L FOR fim BE SOUTHERN I I All "U, H '"' 1) E(NIVULA EMBEDMENT OF TAPCON ANCHORS, ELCO PAM"Arm ANDf ZAW NAIUH ANCHM ONTO THE I .11*s� �pNsj`-r:?'% PINE N� 2WIYW15 m1C11rEcC0v1rv0F11�Mm011pMF=5 10 11 �, I- , 1� ­ !10-0� a. ~\�CEN '*- I FLORIDA SUIUDING,COOE CUM High V8100ity Hor Done Zone) � 't I -,- "* I\t - -C -1 - 11 SLOCK UNLI SMALL BE 1 1/4-� .-:- ..., I � I "" . - FLORIDA BUILDING CODE (High Velocity HurrIcono Zone) � , FLORIDA BUILDING CODE (High Vqa,z2� "a 'come zoneA z . 4 - .� mmm m f1k _1'_*`**' _ I J___ -.7 - � - - �_ 8�2_ rAUL-IN & SOW -SET ANCHORS SHALL U EMBEDDED 7/5* I'M THE C04CR %,4 7 * 2A PAGE GALVANIZED STEEL STORM PANEL i .�- No. I S AIDE) TILTEM 11c, I 1-1 ETE SLOCK 11,10" w, = ,�= I 20 CAM GALVAN17ED STEEL STORM PANEL ­ - I fllu� 4 Jul -� a ,-.= m�= m-. k =*: , 1p STUCCO SHALL BE FMIAME0. 1/4' 0­20 SCREWS USED SHALL BE 1 1/2- I ONG MINIMUM SHDUEO ".�C EXIST, * <0-1&�_ / \ Z *'. * 8110k W., SEE SPOM-00 REW fog = . .* 20 GAVE GALVAMQEO STEEL STORM PA14EL WIV/2410 . . i � TO AND 1' MINIMUM FOR WALLS WITH NO STUCCO, S -01. -.-- \ moex PRoI PRoDucTs, ". .Y,, � - AS PAMU = . I STATE - - � 9 I �,--. S ED "AV"" IWO OR ZDOO 5 f 04 GI v - . WELL 0 4�3� �i �_t_ I No" ' m=04TASUON wg I.- I AMR. 9m4on' a-,'. S OF --- - 1p. I * I - - 11, �____� GLOUL PROTECTION PRODUCTS. U.C. 04m ON PRODUCTS, U.C� ""'o" 11,25) IS' CASE THAT PRECAST STONE� OR, IECAST CONCRET PANIELS. STIJI-CO, OR WOOD SOAKEs &�� , ,,V:110A� - D.T, FL =,- PROTECT! BE �"tft,�,K-�Ow 9%= WWI= / JILIECO.. A ,if, "w", _/_4 � -6- _�' - I - `40w ___"�­1.KmA)6"_m? / Am &w. 51 5"I'm AL , ME Hmm wow FR - ­� �� �, :�� -�� IN GLOML A&P 1'.1 A ,TREET M'SVINC WALL ANCHORS SHALL ME LOW ENOUGH TO REACH THE EMN STRUCIURE . - � 20-115 - wo*� n� Sm * 11 - � , / / IL ECO I C, CAM *�Azl-; i'**3 Jt - - PON A" - INMAW - � - , qI*0-7b4& P&I (w?m_m7 20-176 - .. - ANY DAVE. R_ =I. I ANCHMACC SMALL BE AS MENTIONED IN 8.1) AND N RZ) - _�.wvls I- I - I - --!!=- �1111�11f�/ --V.-*.- - - AN RE COMOACD -11 #m I =aim N , , . - -.1, - .� - -176 "I*,4#�;.'l""'+%Yv"- Sucluu-ILIM/mAr *ALTD, ,,Z�/ NW�7,#r ' F_ '0. �,n "� � P.) ­-- - 011, Kn,r-, (14-RAD-1w, F­ Towaft-410 20 1C . I I ,� - , , A. I X) __111.�­ IA*0NG AA; I � . I �� ___ I - 1­1 E GRMW tl� I N, to". 1/4' . � q, I I 11 wz ka, I I _­1jInf2Ei"AL'G%'GUtR`t I n 2 011 9 2:t =E7 F!9 - f ' - f! �- - 111-1. I , NVIF � SHUTTER TRAOS NOT 5,-., -_ __ I, ,_ ".YI.,"". 1.111, IT, , - I I I ,-----.- SE, .;V=--. .. - 'a " Its I I I - - I I w I __ ESS ,L) AkCa�� * 2/4 +1 /4, 3/4, 4/5, 5/5 & 6/5 - mi b ,A I INSTALLADON 12ETAILS F!2R REGULAR EAKLT) ULAR, LIFE MEM & E-Z HANG STORM PANEL SYSTEMS MAXIMUM S!NgLE��Qmh Un2Mm-VivSCH=LE ONLY FO I jW/6, 2W/6, 3W/7 & 4W/7 I ANCHORS (SEE SO4EDULL ON - MAx E (SCALE 1/2-l') EMEIA IWAUMION I= MURED CONCREM, � A WOD (t) _': MAX --- --- - - SHEETS 9, 10 *11) ----- -- - __ ------ ____ _____3. - INTO POURED COLACRETE OR ONCRET BLOCK STRUCTURES I T MIN I I I I � I MIN, I . _____. ___________, , ,- , - _15.125100TALWIDTH) -----,------------ ----------------- MMU PAHELS(J) - __ - � , ­1187--- � 6 0 J .� 0 � , - DUSTIRV, POURED CONCRETE - .7 � - ___&=WK.9I`q"E ; OR CONCRETE BLOCK : ------­----- -.--- --12.5GO' (EFFECTNE W(OTH)­­­­­ - - - ­ i - A I AT TOP ON BOTTOM L"11-120-IRACKS (I - rt, Q 4; -0 DA (3). 4 - f-T-1­1-r ­_i_­1_T­_r­,1_­r__r_ 7 , \ ; i 'SET. , -j" * (A). I k______T___1 �­g- Aro,"RED '�OUIGIJED. . ! f-,-- " ­750' - __�/.---,,-.-./- D.M.�O� 7 I � �'_- --- ­­­ --a, I/4. (7,P,)­'- � -1 - _7 ,- I I . , 14' a =CT MOUNTED AT LtO Elmo* - I I � � I I I I I I I . z I "' , - O,C, � I . - CONCRETE ANCHORS CONCRETE ANCHOPIS , r- 47,�-1 .1 2Ir_ _ on AICUL 0 0 I 0 12 )12 I I 1 1 1 1 1 j J - --- ' - �­ 1-3 1 �O' --_ - IZSV� , '_ ), � 1,2sv lw�, � '086- (& @ Or& I I I i I I I i , � i /-.,\ EXISINNG POURED , 2 1 1 7-1.3r, _jw i , �, (04Y BE REVERSEV) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH I I ISM SCHEDULE ON _1� (SEE SCHEDULE ON \ � - " ;I�Sw ,� I i ___ .L,. 0 1 � � SHEET. 9 I—- 10, , - 6) SHEETS 9 THROUGH 10) CONCRETE OR " -, i I 1, F_ I—- I I 'L+' OR -L-" (flJO R %-" (ft.) 0 � )Y I I I i I -, 1��/ � --w ­ __(�) 1/4mI. I t I I I : I i i CONCRETE Suoqx� ,;;o . \ 6 1 ) I,b 13�5. _ _ --- � M,IURM VW3 ,2 1 , MAXON AISIV, CONCRETE & WOOD, CONCRETE & wow I f i/4- - I- � I I I I il DOW IN. THICK ,f - \, ','� "' 1. 1, Dw DESIGN , , , 1. 21 1 - W'" & a I/*- bt, GALVANIZED STEEL I * I � 671, ­ - ­1_1­1�, 1_�_.__ -1.11111 . 11 -_ -_ -1 LL I - 1- - 1_ I - i , f _ C14 ; I < .054, � WALIAMM f ,e ... _1 � ,h(A I " I ____ CONCRETE: ANCHORS �, - -1 1 �'GM4, - - PRESSURE RKTIND 04STA'AADOWS, T PRESSURC RATINIG ... 1. I 1;�:1111 __ - _,, I, _,_____.­­­ ___ I _X,._,_, _,___________ z, !.��, _ ___ -, f = SCHEDULE: ON .. --- _____ - C= M=p AWN M3 Typ� I -_ _,_T­1__1_ I �, � - i� _T � �1, I ; _11�11N, I -) __ 9 � �-­ . L . (P.cf-) (4 � (P�0 (* v -) - . � I ­ ,;� � CNAI I I ­­T-L� - L+ - I I- , , - - - --.,- I j - � � ED I SHEETS 9 THROUGH 10) i HEMMED, -mo- 2.1W 1 L+ L , I ... , - - --- - ' I E.6 -�' , . __ i ,� EDGE " 1 , � -_ z�; I . -, MAIL A ------ ---- -- I_ I � ­ ­_ 1 i A 9 . W 11 , ,I It 00 r,-, , -.t-. - - I � 1, -- � - t - I .375' - , - -,TYP. � I 1-- � f � _r ,�' ­_11, 0 I �,S��"- � k . I I Go :. ZZ - M PANEL -I-NN, - - WAA A- ­0 - Ja I a .- - .1 - - - c 4 �­ ­1 1�v' -- F ­ �. I * I �, 14r I ­ - i I I . � �] ", , M ALWAYS __ 1 2.0�w ??,--a* yo,­.- Mo I I `41, to,-7* ,.I,, 1 IS4- - - __ . I- I - �_;l I � - - . 19 . 11 �_Ci � t ze C= PANELS ! __ 2.,V. __ __ ­ 1.111, 11, � __01 "Is - . FROM LEFT To WHY W/ 112- LEG �� MO UNBOLTED PANELS I . - ,-- SOLTED PANELS W/ 1/4#-20*1* I I -01 ; = � Q= _1110 lo� np, to* -0, Ni,-To* ,9,-.q - (SEE SCGV�mmm �. KS� M.S, SOLT W/ tp 0 EA OVERLAP, I, � i - � _5,lfl� i - I __­ � eb I'll I _E - C_:l C (�) 'V i (SEE SECTIONS AS APPLICABLE) ­v­_ ­ I/4v-mIIw` ­ ­___ 60 ��� I I i 'm OZ AT END AT LEFT WE OF PANEL JWK (�) AN&E WO = 1, -, ___A__ I ­ 11--c-20" = CN � 40.0 IV' -I' --;7--.-- 40� 0 914* 9�-r APPUCAJI I I"-----" _14t;_ � I q ; Cl- .-; L, --< t I . - I A.004vu S i 1� � ! � 11 = Ca- 1­1­11 _i__f_ --;ZF- - 45.5 - -77--r , W-7* 1 1 � I ! I 1 $ 1 SEPARATION �1' " - V I I � -cc P, TOP D)GE - _­ - . --I;-- - _____ -1;7- - .__,;;_;z__ 6 - �, _,-, � � . 1, TOY -_Wo -I- 0, 5�a _F­ - 11 ­­ 1-1-11 11 - o, I I i- 'm I I ,- -1, -1 I 1­1 I J ,- 1. __ I_ TO CLASS, _ 1� - TO GLASS. r - (= - , � I. PANEL 0.024' WA.) -a, -4 - , - I I L (SM . =F1091r_$1­1 I I 'L, vo.� It (SEE SCHEDULEi Ism 00 -arl : " C9 �,_� " - 7....--.,,, 1 --- _ I I I 11 I . � ; r If I I M SCHEDULE - I I I- I - - , - I I " -= CN ,= ' It no 1 PANEL LENGTH , - _­ - I -1 I ____ - - --- -,--"-, _____ --- -_ I I town, toN I I v A- ., .2 � CID I .11. I �1. 11_ I-- �­ - - - 00.0 81-31 r-71 Sao 8'-o* r.-S. I I I I I I (SEE SCHEDULE a i To I C-4 - . I - - 1 1 1 1 � I 7 04 SHEET 1) 0 i PANEL ­1 - I IPANEL LENGTH zt 0 �:.I: ­8wFQ_ - ­ - __ � � CONCRETE ANCHORS fL - __ x____ - SEE SCHEDULE a, -a a) 7 e� / __8 �6; r-4- - 4140 ?,-a* 7,-2, : � - I I IT—. �� ; - �­ ,- � �_Ir �-­ -- -­ r__o" ON ; I i ON SHEET :s) :5 Cut 7ao 7,-81 - . " I ON SHEET 3) --L ---- I . .1 - __ T:;,;-- -a-_ i-I - 0� _�_ SHEETS 9 I"=. Q j It ! I I E_ = _�' - ,�'� t __ 7a� __ 1 I , I , -_ ­F - a � W/ NGVAiw�ow­ ,---� --, . __.. _T --- - --- ;73�,_ ­_ __Si_v____ ,__i__j:_ __i;__9_ - �*�`! �,'� if ­_ � I =-1 PANEL'S 00 LP � .270'. GALVANIZED SIM iC - I I � _. ON SHEET :L) t - - 10,05, i - , � PANEL I � * "I", i I I I GLASS - ,� _ .-A= � il i I I ----. ($a SCHEDULE ; ­ .__ , I ot�w­o 22SO r-S, C-16, no 2 ,-.I I 51-0* *I - _C1 I wx 1_'11 If I - 1j�_-_,____L____ i ? ') "i I , t I i i j i (SM SCHEDULE OF 'V -- --- . " �p .�� �5_� I D.M..O� u I i � i , I I 1 1v � . (�_ - I �' , I I - I 1 1 _ 'S�� 11.37',. - - - I �. 4, 1 1 � . i4 . I - 0 !_ - � ��� � , c � - - - I - - � ] - i�y --� - - U I- - _�-_ 1 N-4i - ____ 1 1167- . T 4-m -1 1_ , I 11-1. . . - , I . f 4 _ I .- ----I , =9 A-l) I i It , -.2.590- �_. � Sao 7`21 $'-;,I 040, . SOX EGSIIN -1, . - - _�-, 002700' 11 - - 6 _4 - J^ MIN _L .. Mal i I - Zt R: cc - - ­ ­ & ,�,, HEMMER, ,' , il, "" -_ Ct "" @.1 f 3- MAX ; I - IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I � I 11 , I � .", i , " I I T Uil�_,_ , I I - - I L I , �! 11 -_ I L � - EAx REQUIRED .' �� I � � - , I I� I .0 - � '11 F, , �- - -,- --, - - -­ , i " �,- ,,t T s­ -, ! I , ; � ,I *I- i� __ ��_ 11 4 I I ; . �, __ � I I 1 FO.27 - 1 71-01 Ir-61 Elmo - _T7- _, z �- , _______� ,- = i r '- 4-- 1 � I I � ; ---Cl) , L_ � - -1 __ I .IIIj I __�.- . PANEL \ -�\ (1:�l OR @0 no 7-0 /4, 3/4. 4/5, 5/5 a 6/5 i 11 . - OF 1: 1. -.1 � 4'�,1,1'0, ,p�-Xglr- co cul .= - 4� 5 WWHEAD � � ,0�,�,�3 -,�. . � "<,�A_ , �L,A Ir . � A I C.) . N _t, o w. I " i � ill'11,� , ! I'll, � ,I ADUNDED CoMER 0 ENDS OF PANEL's ___ - ^1 PAL - 11, - ,?�,`;' 3: w � , I I - Ask 'a", -1 � -9 0 . VILE) __T__r _w__1_0_ i i � i f ­­,"', �,;" " = CZ I---- - ISOMETRM MIN QUA" 334'i __ I �, 11,*�_ , - - -ft& - _;�4;_, _W_r - ___;yW__ ­i��__ __v;__T_ i , 2W/6, 3W/7 & 4W/7 � � - � I.. 2.250*11 11 - ,6/�," [-,-' . - 14110,2/1 L,00�11w/s F -1-1 i " ­ * ` �."` MAX , , , ,.� no a �_ ___________ANC1fOR& (SEE SCHEDULE ON SHEETS P. TO &I1),-----­-- , ­ -1 -G I i � ,, L", ' , � , "P,,6 . -- - . I , 4 � I i . ED. �, I END UP W/ HEMMED EDGE L- L___'u_.S2S1, 125, . IT' I -i-w-a- 5�_J- - Vw � i . s I , L 2,376. 1 __ - , . , I ED, i = -T ::, r (WIT S) .375 , I wai:_�:: d*__1 I a'- i I , , _,L__r_ . r l ; I _@ , ; . I I f - i I , , 1, TIT, 11"I'm AMWAJ ELEVOON ,le M. CAP 1 1/2, CL�_. ­_­. 1­11­11 -1 , -1 ­ I C : 4 -W, U2 CL a= 2zw I- --- ­­ ED" OF PANOL 1 faso $'-3* 1 $*-V * I ­­ - %Mtp " I I I 0 = a I � . �osl. - P7010 - 5,-?, 2-687* ­ i � .,I�RM_ 0 12 1/7 O.C' .- � .067- -a" . KEf HOLL WMER flo-0, S'-7- 1 i A " 3YSD- I � SO (�) 3 (�) KEY H= AT PANE -,-,O-- (MIAL O~ -1 WHOLE VALLEY) oj � � *A&" HEAD CONCRETE BLOCK I . . I CON - = 072* � I crm�) I L IIAO - 5*-6* _____L1S,O - .�-Io- L I (Do ­ � - --;g= - - o. REWRED. ­ - I DRS- - 'I"' 'I).. I. . . ,-I Q_ Cj . � - - - - �L I _____ - - - (SEE ; . I I I I!ks 51-5- 11016 - 4,-B* .j _ _ __ � I -vv_ - 1 1/. -A*,, S.. it% IV NUT 1, -----L ­1---_--- I 9 IN 011 �, I- I I *SEE SHOT 5 MR ADOMOW - -1 __________ " , 1; , I0 ! C%R-\ -A-�� i aw% ,/-\ /I'll\ - MIA- - V 12 I/f 'm :�`�_l �� "I 4= 1 Zj � ?4- 091' --.7w. - 1311 F LIMITATIONS LF SEEM UNGTI, IS I 1% 1z � ;_1 ALTERNATE - I , - �4 1 1 .8 I I I � I [ � � - � I - - _125 I 11 ONLY VALID FOR INSTALLATIONS INTO I , \--/ \�:_/ N__�/ \--/ �� - LEG LOCAMN , & EXISTING POURED CONCRETE . I I I . L - - 44) ARE USED & W/ AM I L I ti, (�) SLW% 2 1 A f GAP f 1w I I ZED I � , , - ­ L c .Ur- %ono, STRUCTURES. MINIMUM SEPARATION 7 - 0 'L G ' LAW SCHEDULE - I \ I I OR CONCRmt BLOCK : � ­' I SECIM A -A _, PANCURKTES I I � ; MOMAW WIND SPEED ,I T?C �.p.h WIND SPEED �, 170 -p,h , REQUIRED. , . � - NIT.S. -10 ANCHORS REBANCHORS ARE USED. E_ I m", Lom � ALTERNW!E CCNCftrl��I` I INC CWE CONG51EW L_ ,Z,I. - -- ------- ­L ­­_ IN (i) __r 't _� 2 C -1-11-J _2bw _ - VVVU � I-11w PANEL UENO - I I -1 (Sm SCHEDULE ON I MMXPEOULREO. STIEDGE W/ STw, I iO3, � ­ -, - � X 210GO' 0.) EFTRAINEO I RISWMWO uunmTRAINEO I REVInPAN I MOM SHEETS 9 THROUGH 10) (SM SCHEDULE ON �____2S4S"___1___: t-.118- I L .� . 1 30 op LESS I I' I 6 1/4' Bit) L*; =T.A11ff1M.PANa4*T" FOR A GIVEN POSITIVE A,SO, DESIGN LOAD, SHEETS 9 THROUGH 10) *.M'$ L_ - � 750' .250% _ - -- 1. 1. il­ Al FOR A GIVEN NEGAIK ASA DESIGN LOAD (y) BEY, "H" HEADER (�) -U- 14EMER -0.1-11 I i __ mp.) >33 TO so '. I- 7 lyr 1 7 1/2- (2) PROCEDURE TO DETERMINE MA)MMUM PANEL Leaft -' FROM SCHEDULL ­­-, MIN. To S, M.­--- , - �; OPAN A POSIDIVE A.S�D� DESIGN LOAD, DETERMINE MAXAO,V PANB� LENGTH 'L � I �90 to 145 1. Ir 1/2* 1 7 1/2' 1 MOEN A NEGATK A". DESIGN LOND, DETERMINE MAGMUR PANEL LENGTH 'L-' FROM SCHEDULE (R SLEEn J- MAX, - -- - 2.GW-- -' - j FINAL MtxMUM ALLOWABLE PANEL towN is EQUAL TO THE witim DETERMINED FARM uEnum J1UILDij&ffIHQ WALLAMUN WALL MOUNiffiOECT MOUNT ,_ I. - 1 7 1/2' 1 BETWEEN `L+, AM %_,� SECTION 2 I rur-'ru 0 (1-0) ANGLE . (3) SM SCHEDULE BELOW MIN PANEL LENGTH FOR POROSITY QUALIFICATION . --- 3,000--ii-a- ON P-76 ALLOY N"On"1404% ku, ,I IMCK k19 rama-pankm I . SCALE 316.1* SCALE 3/8-1 SCALE :$/a. I - ��zi' . - _-� 41 1/4* WIDE) "I'll" 1­ t INSTAUATIONS INTO WOOD ARE LADVID TO � 95 oct MAX A.SD- DESIGN PRESSURE RATING , . 1. �w 1 _;_�,200, �r,"%,`Y�ik 714i NN hUNIMUM PANEL L . 1411; fit"", �� ...... fl. , (USE ONVY FEE E-Z HAND ST PANEL F-m-­r, .,---; .6 - j * LOADS Al VAX. PANEL LENGTHS POP I -1- f, " - - � '4;� ...... J1751 ,O8;"_,_ �`,01,Etisj%r ",* �=, to * �i FOR I", A*ELII, PCs" 1%, S11 � a -1 .f ;,,, :GES-TE, ... - � . � 1 I.5-XI-5. , 'A; 44 ­ i I mik � S.) ALLOY 5 131CRO - - SPACER 9 *11' - . r� -k'S LSED, ,I , i.-I. � -.1 __r� I ­ I T� I �- .;-",.,--. I/ z % I = I .E�E. , - I STUD TRACK - .. � . 11 I 1, -.:.. _ � - DIV I so- iI _ NO. 44167 1. ; FLORIDA BUILDING CODE (Non Wjh Velocity HUr tone 7*n9)j FLORIDA BUILDING CODE (Non High Velocity Hu uorwe Zeno) . LST11 AV 0 2 $ .1 sm_ FLORIDA BUILDING CODE (Non High Velocity Hurriouna Zone) , 21 r 1. I I I i - 4 t FA � - � ' W*20 Tknoo, Am, -1 1�201' I 5, * I- - -1 , � ' 24 CAGE GALVANIZED STEEL STORM PANEL m � 0 4m� mili, wz * : * - F.P. , 1 32. �* : 4"Em TOM INC, � 14.%- __" I � � * - wm nca" WD. 24 GAGE GALVANIZED STEEL STORM PANEL -*, U 24 BASE GALVANIZED STEEL STOR I PANEL I :" .44167 " t I .Oar t_­­_ I D' " -- .- -414767 *. - I - ) V "' &w_ -:�% ., - z m" W, DO`N III - = OP." *11 I .� � E STATE OF .. 42* 3e 1 38* . : . = . = = III,; - ------- - � mp. S [_ -7 ,M* . pr :i: A:I__ .. 1 .. z : * I NQDL_8j8_rQmfi2jkjQft_QE_S[Cjjm; = , - - /27/wIP -- -' I I EE SECTIONS --- � - - .. ., �4 3 -r TRACK - I% TATE OF �-- _,_ - - GLOM PROTECtIO *?/"/I= � -� � GLOML PROTECTION PRODUCTS, LLC. `n DkIr - ___, 2.001)� L_ - L ' LIN, �, V, A 0 .. ' 11LIECO . MOM PROTECTION PRODUCTS. LLC- ' SV 1 32" 32^ 1 t2I 67' 1 .� ,� �s N PRODUCTfh 11C. - - w, EM - ED&E OWANICE __ 1. , OAT-- i� , _ _� / 11LIECOm - . STATE 0 /T L7E C O... \ 30i. 4600 &*. 5 SIRED . I8001 &w. 51 SIRED (SEE SCHEDULE ON TOP & SOrrOM MOUNTINGS CAN BE -- q? ;!f:r ANGLE - ',�_-(§,-� OR101'...0e,441- _*�w a . '. DOE FL =. , "40FijD'0,... "O.I.SNITSW . MAW. CLOSUILES rrr 3v 32' 1 38 1 , . . � , 32. 1 3e 1 w -- -175 SHEEIS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY "I" . ;".,A - 20-175 ... FIL =14 20- I 75 _ , i )GIM-7w, FM tw)m_S7v7 ._ , �, --mw r _.Yv 20 (9 vwuL-mL_"r_ 8 vuu-Qui WE: im @ & (PO USHERED WINGNUT . - ... _mg 4 emm. IS" !. %-q , 7� Lv R.w, im�)w - w0we INSTALLATION. (W)US-75.6. pAc 0160mc-4721 - - 'A ft � (14 IM - - I ,�, NA6 C"'I" ; ORVWQ N� 16 DIA*M 1W. , j �,;i�E I - I_.T - I-- OSURCS - Ck-owerg 7"7-F-r-_�_ I ­t - I- I .. ­ 1.111, - , . ow 4 a is - r . - mr? 1, . IS . Lq,"tIA00k/--oIwE,Ipm P.9 - I I - 114 I'L"o �, 11 UT, I zb, , - , � ! - I . . I IMCK AK" (ZAMAC 3 AU_QY) . PE IWAI-l"'ol"I"1111111"', . 41. M . 9�E - � . I. 4-c,"", I-, , J, - . ....''. I .1, I - Min 4-11eubt �� L I I I I I INSTALLABON DUAILS F12R REQUAR PANEL INSTALLATION DETAILS EQH MULAR MAL - - - __ ,- - - INTO POURED CONCRETE DR CONCRETE BLOCK STRUCIBES I INTO WOOD STRUCTURES I - --- --.T- - ­­ ---- -_ jjLtj� --- ­,1-----rr ­.- I !MSIALLATJON 12ETAILS rOUMQUIALPA ELI INTO W= I . 3 �i� - � ­3 . ------- 1. I I � !,� , i, _65____ - I __� ;;� ------ - -. -, � --- T - - -1 7-1-7" � 15 , I I ,:T I __ __ . - � , 17 1 SEPARATION I lr7�� I ; I�l � 1-1 1�1'1 I . ALTERNATE CONCRETE �� .- ­ �!� WOOD ANCHORS _. __ _77" �, � I_- - __ TO GLMS� __ I _ I , 1 . , ;� � I " j -T . . I � (SEE SCHEDULE /i � ". . . � " . I � - I I I ALTERNATE LEG , , I - - jj . r' SHEET I 1) �', I � 1. , , ON SHEET 31 1 ,. �, �' � I ----�, ­7 - - _100"TION I � - M '_ - I - � / I - ,,, � � STRIUr - _ .- , , _� - I (SEE RSC.4EMXE 09---, EXISTING POURED CONCRM-; SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE � '.. . , r 'ta� U& - , �: ANCHORS LOCATION .. i . � � SEE SCHEDULE ON I -_ -4) IV I I COW EYE ANCHORS -ME SCHEDULE ON . - ; A ,�/Vnn; - I. - 4*.r tw.j 0mMG , ", _ - I . , "T, 0 ____ = . ____41.,_ wun ' r ' " - , . "', .. I - - ­__/____ -_ ,-" , ADEQUACY OF EXISTING WOOD ' / / . . - I OR CONCRETE BLOCK : ­" _ �_ W 1� _ - ii " --- ­ I BEAM REQUIRED, 1 1�� I SHEETS 9 THROUGH lo, OR CONCRETE BLOCK � " i1i 4 ,��-' � � 1i - L v " I I I - '_ � Cn -6-0 , I kEOUKO, � REQUAIED. ��, �, � , , I . BEAM I'D BE CERTIFILD BY , - , , - lir " 1, I � �,q __ - REGISTERED ENGINEER OR ,i� � � ­ _ - _� � " I I ro-'k � PAM LENGTH " � if , ,- - :� "o, " (D �41 , -------! ?, I__- _-1, V mm� -At I �'t LEG WOOD "", -,. , r- WOOD ANCHORS _,� � I I �` lit " , i . X �, � � ,g. CONCRETE ANCHORS , _ � �, 'j /-'.',=IT ,,"r - ��4 _'�_�_ ,1 I,% � I =1ISLL1 L I � (SEE SCHEDULE , __ - -0 EXLSTINC POVREID ,, 7'­­_ED' (SEE SO SEOUL _C_S� "� - �L � ARCHITECT PRIOR 70 SHUTTER " � Z � � I- � I I I I � I I W41ATIOAL , -, " , SNa-Ts 114!ml� ,,, I � I - " i I i - ��.4 / � � , CONCRETE 4EQU 6' I I r ­' 9 - i I 11L.J . , 1 , \ , " ", ! 1 �,, 1 %/,&' "i � � . _1�� 41 � t�91--­­ 11- ­1 -: ON SHEET 16rI1R I ALTERNATE WOOD MCMO_R_*_ '� ,'--.- - i� � 1 i � I* Wn. - �. I SPACER SCHEDULE ON (SEE SCHEDULE - � � � ; I L IF - ----- W, __ ­TG­, _'­-jg*"'eXV"`�'� ��_ � WAY, CHIEDVILS , �,..o i -14g�. WOODANCHORS . r � � -m-m- ,_ - TV Smw OR - �­_ j � _ C�rt r rl a _ , Ge I- 11/4' 1 ���, oa �00 SHEET 11) ': �' 411 � � 01 I ir �L 54% SHEET III I , , � � z wX Immem HIAo CD � .1. 7 j _SFACER ! _Cj) OF V - s2t .111 -/ WIT 1! 2. � 1 - -,-, O.� -IT-- MAX. '� F i � - -1 � lxj�7.,: " .c W/ mur . 1, t EET ") .L I � - il �, I/ PM C_ jl/r I - j 'i I _. --- --- I I , lim. . I , I-f-,-,- ­­ I CONCRETE ANCHORS I A" - * , /2 Ox, - MW­-­,­ " ", "I ,!., L - _v_ __ ______ - __ - I SI : - _', � ., � , � � I . ,,- CD I _ ______ _, WOOD HEADER, � 1 1/4' 11 I (SEE SCHEDULE ON _;.,0_��I�t L a J i L . r j � L REQUIRED �"" �, � . _ L ED 11 - r9D -"'� .-L-j r - - ___ - - L '--"- - � - , . I � L , I MAK. WOOD HEADq - . /? ­­ ­_ - -'--'--- I r -_ I I I E-U, � i � ft, � ` I- � W - , r, 7 _4__j CIO SHEETS 9 THROUGH _ I : " . � I - - - . I --I----------- -1 REQUIRED _ - -, 6 , � - .11 t - I I - - EXISTIRD * - ; A I/.1.-z.I1 . 1. (gy- 1 . ; " - ; , I , �� i I �, I : ED I - ; . - -3 - WX'S I �?� I �,�_? . - I I . . I 1W �­ � v I - - ­­­ __ t-,---,L ­� CLASS r . � , I I * 6 I/v LAC ; - I . i � ­�__71 " "- � I � I" M111- LONG ALUMINUM SPACER$ 0 12 1/2' , � (SEE SCHEDULE � � If ; I i . . i VIAI�. �- ..... 4 PANEL -, I I I ,; I � I j I � I 1k W04 ORIONIS __ , - � LF r I t -+--a - "' " ..."--, IT - - I x_/,,'­' �1� (SEE SCHEDULE I I � 'p I : - -"Q.C, (SEE TABLE JII ON SHEL I � I � - "" ! i � , i : SKIET I 1�, Can. � 01 i I � L mi 7 11.) L . � a ­j i MAL I i _(D I -1 I � L" � I . I I CIO ! I I ; - _(), ! ­ roAN m�) SEPARATION %�, ; ,I,* MAX. , i % i � � I SEE NOTE -- BELOW FOR, LIMITATIONS FOR IA. I � cl) I (). � 1' _01 I I " lk'�* - i , I I I/Z' LONG SUEEVTS� I ! - :3 �::. I ! f� �s' � i SEPARATION I MA)c I 1 11 � t I E � x - , -.-,-,.. .- A-P I i TO %,As$. - ­ _W _LE ( To SCIAESD&". L PANEL LENGTH PANEL LENGTH % � N i � - wss(w .1 I I - I I I It . I � � , .- ; i (SEE SCHEDULE ,I,- - !_ To ! I i (SEE SCHEDULE r,,,L � � . -IIANEL MATE FENIALE 10 OR PANEL MATE f I �/�­ nrk, � To LAS 1 �1'4'**� I 1 ) (SEE SCHEDULE I I i, SCHEDULE I t/1�9011* i I . I EXA I SHEET 3) _5.& SMI., ON SHEET 3) t ON SHEET 3) - I � ON SHEET 3) ­L­ � � Sc !%;3L,wp I - Min� SEPARATION TO GLASS, 0 IL I 'L* M... ISEE I�CHEDULE G, _ It I ON , -9 IM,tg W I ON SHEET 3) * - __ - k _____ I --L ! � � � ?" (SEE SCHEDULE ON SHECT I 1) A 1 �14�� 1 I:, .. ,�, A,ft; I I Altm�'*. . �7 - -1 . I , : L � - - ­ -L- 40 - L ; - . I L 'I ( t � I . L ­_q_ r F,Ek SCHEDULE ON SHEET 3) Se " PANEL UNGTH _S�N --- IF ­­:�- I I .-L-A 'L, M.. .- - tow m `Wn [­ - - YA� 1 - - L- i ' .k __ - - I . - � I I :,-,- �J,­' � - _! PANEL LENGTH --- -,. I . - � � ,NEII ?-Iri I I lftL I � =M:411� IL, MAX, 11_­ - I 1 __ �1_1__­_­_ ---A", �­ -� - ­ ��raoj:�� (SEE SCHEDULE I _,fl, =m-;1;1111_n PANEL 1.01WH 11 _____ I ! . - � 0- I - - - - , ; (SEE SCHEDULE �___ = Y W. I I ON SHEET 3) (SEE SCHEDULE: It Iw= a, I, EYASTING I SEPARATION � ­j____ .__1_._1­.___­­.____ PANEL LENGTH SEPARATION ; - - �W-t­ U----- -- I IEXESMG . __ To i 2'0' WOOD ----- I I I ON SHEET 3) ­ I SEE PLATE REQUIRED L , I I (SEE SCHEDULE E -- I ; ON SHEET 3) GLASS I ­l- ­ . -­ ­­-j - _T I --I ON SHEET 3) GLASS ___1 - - - - - - - -4 1 1 4- ­ � VA- � --- - I I ,__ _� ^_ I I- TEA GLASS _( =k4-- __ __ _ _ a, LS"M`4 I I 1 :XISM0_! __ I _ . Il 0- I .- ­11 TO GLASS, . m; I = " -_ -1 t � I - (SEE SCHEDULE . ..... L-"-'-"- - - ''LL ­ . I I I DIRWJ MOM W I I , _____ ­­-- � �4A. - -- I ON sHm 3) 0 � Z SPACER 6k i I - 5 f : I I I � I 1 Sol: - L-,rl) � 11 . w of V 1--:_ _��___:___A_ * I ��­ �� ­­­___­��-__%F, 11 - � I ,-- . : - 1 -(,-!) i , I __ i - � %'­.w;�111 __ ­ � __<�Dj : I __ ­ I i � &u" K 2w, ! i - < I I ""�11" ` I ' , ,�,� I � 9 MAX �, ��_� I ,11,1 L ­ I or It . , �,,, �"` ! �'��,�', ,,.��'� ; I I I= I 61 40 � I ��,',�,�,,�,��,-,-, ] .AX!__ : � �, L . -01, I v ­44 � SCALE 3/9.1* ! I : 01 , ,�,.-,�, ", sox I I I MAX, �3­ -13 i � I , '. , , ,"I'll - �SPACER - I 1 71� 1 , 0 12 T/2- ox, SEE 4��11 014 SHEET ii FOR MAX, PANEL LENGTHSA, I OF *L1 I ED I � OF � 50% � t- �, I '. _0 � I �, � ­­­­ ... ­­­­ I . . . . ....... j - i � 11 or IV � Ca '�` L- ,�t I I DESION! LOADS FOR THIS INSTA"ITOW I !�_ 1,,-' M�xl ; 7! � 10 0 12 1/2- OLD, : ; 1z Z '. I I I MAX. � ­ Fe, I I . I . - ­­_1 A—— ­- L-A 0 . 11 _11 I � I I 11 ­1- Mo. ? � � 7 "I 4 L-,.L . I � _ - 1_� ­ - - ,.11 . ix 1�1 .." � : � __ I � === ; ; I = � i � , � , I I I I , i : ��- _��� L : . I LL I I i , Ix-mr 11 i , .. I ______1 i . . @ _� ­_ ­­_______ _1 I 1, E� CD h ---- --- � -I--- - I L_ :[ _L_j a t2 1/2' C& I - , I I - 7 ---- I, � I I I I-- _'_ " � � .,��, :� . 0 -1 I 1. i 4 1/4'O.C. - 1�� I L f i � _! '� ... I I - - , ­ I C -0 0 ' - .. i ,�, ­ 7 �,�l f- : `� LO D�Iwolls" It - I r M umn CONCRETE ANCHORS , fl� I - Q6-_;�I%w CONCRETE ANCHORS I I I i "r - EXISTING POURED ". , _.__'___ _I 1-11 �11M" (SEE SCHEDULE Oti­ I I , i I ­_ A I C 1� � --Oak= jj 4- 1 �L I i i Eef:_ ­­ '' - . ' -----I--__ ? t - :�� * ME � ". (SM SCHEDULE ON - I ,� 11, I- WOOD ANCHORS - I � _` (� ___ 2 Ile LOW MW ALUMINUM *1 __ , - I � . ! - .. I � OMCRM , ­ - I I "I � ** mm 11 81 _k "" 1. .1 �_� ; : : � I 4 . C 7�t��N�,ZVL- _11111-N I - - � I I I_ OF WALL OR SLAB SHEETS 0 THROUG14 10) SHEETS 9 THROUGH 6) 1 �_ log I _ L' ] ------ ­-____1_,__l L. - STAGOERED W/ S I I ­­ -, R - I'- - `1�11 SPAGERS 0 6 1/4 D.C. VAUD FOR i � , � � EQUARIED . T,;' z , CONDITION) �111;,' �-_ �' i " - , , SPACER SA MAY BE I I/r LEW W. f 5 . 0 - (SEE SCHEDULE ON I . � I I I .1 I EXISTING POURED CONCRETE � I Z� :, � 11, 1 - i � - __._______ _-.11 I . � I - IT EXISTING POURED CONGO . ALL DESIGN LOADS AND PANEL � � [ � t � I . � I I SHEET 11) (') MOULAAW IS LANTED 10 A 0111 SIGIRf BUILDINGS WIN T_ , Lz-xs- WOOD 2"O' WOOD PLA;TL I � I L_ � . L CONCRETE _ I LENGTHS; PER SHEET 3. 1 t ., " i .�� ___ __­ -A --- REQUIRED _�_ � I = ANCHORS 1 , 'I I ,,, � - -WOO _ _________ , � L '. � � � % 1!1 il SHE S HDOULE ON 0- CONCRETE ANCHORS '11111, - OR CONCRETE BLOCK 1 � j I �, � �! , , I-1q) MAX WIN AW Hbow MO IS A ArmetanOb TOW ANY I WOOD ANCHORS �_ _ , _­.­ . ..... _.. SEE LELt Wmmix ON �­­-E.Q­­ _­ I REQUIRED 2'I4- WODD '. L. I I , , I : �'. � : � VE SCHEDULE DN­__�'­­­,_­­_­__ , - ET ii) I _A I' 140, WNG ALUMINUM SPACER$ 0 LATE REWkff i 0 ALI - BUILOW14 mmm cutwunix ttimEwtut m SHEET I 1). I is - ­1. . ­­ I., .. 11 REQUIRED- _ 1 2 t/2- OC. (SM TABU #1 ON P � � � % il �� STAELGIA111""S SIPMEA1100 TO MASS t!" 1 , "' � !�'­­ �� WOOD v) K*m mm Tm colwoNow Sk :32IM" "ARE m OR f SIM ,I) � __ ­_­_1__ , , L I CIO SHEETS 9 A, IQJ w I I ED W/ ST., I*:!:. I - " I I , , I I , � �� (SM SCH ,� I � I � � SHE" I I% 1�1a�_-;wu 1 12 IX O.C. SPACft AU0WW ON I � ��, � �1. 0 CD : , 4 REQUIRED , �, i � i , j � _2* Min,- - __� � , zi - CEILING A MQUNTING , I , i ,� k �j , (1) WE"" Aw DES" PaRESURI I �� __J_ ; I , At. i , 'L , ; COVLE ON G0574 __ _ V-111=0_11"": SN' [L] [ 11 "' , . K - , �j _ � 1. , I , fiuugjU6 ItOUEMNG WALL MOUNTING MOM wamm (m OR ., , - AkTNO IS .00, -45 P.C. I , - " L _. T j, 1 (3) MAL 24 CAGE Amm uRim 6 LOU To W At ANY OPENING ! 0 U) M5 SECTION 5 _ 1­ ,- ..3 - i (" a A RESTRICTION "m LOM On Umm ALLOW ON i SCALE 3/8-1- SCALE 3/S-I' 104SECTION 6 I'll -- t OLL Town" Srow pAmu uEwuTM 6 i SCALE 3/a-i- L 1 7%. I WALL MQUH1189 I ]DISECT MOUNT I SOMPAL SIM I I I, I MIUNG AND EWO MQUNTING BUILD -OUT MOUNTING t I " m WALL MOMHO GO SIORM FAMS. INSTALLATION 15 - 1 (4) 1 t/r tM WAGON COWONEAR SM OWL BE #3 WATIO) ON 1 ALTERNATIME M ALTERNATIVE fW SGAix ,3/8. I' WW I INSINUADON Or I ;a LOG 10*0011 24 ft ONLY i ,/,�'. INTO AN EXISTING wow fRINE WNLL I VNUO FOR WAO ZONES 1. , LUEEG 3 AS SCALE 3/B-l* ,"tHUI"AAL, SCALE Cn ALTERNATIVE A I 1 IT-12" S"NOARD NO) THE fill. 9=1m4w%M*14A I A A A L. SCALE 3/8-l' 1 (4) OWALLAT04 VALID ONLY FOR WIND "'t,4101101n, I MOM JE 3 PER Am [ i '01001110"M" / ,,��..:.No _,,�, � "N I I- `�, , olk�i� A Jkl %. 0 4v, L " `Vc`"G"X`_ -.1 4 . -, L_________J / ______ 0 .,.* ,)r,Em - Lli ,p �r�_!��,� - � �'\ um , ,*' IV.. - ­ " * , -1* .11- ­­ '. � . = Lo- .'- .. . .3�... "w r 0: uvae .. FLORIDA, BUILDING CODE (Non fth Velocity Hur Pon@ Zone) NOTES� , �' E � � ­-.1- I 2 I - I ,J Qp "S,-`%-? k FLORIDA BUILDING CODE (Non High velocity Hut carte Zone) ImLaRsamemON - SM_ 3 * �* --.-W-,- ____ __ FLORIDA BUILDtING CODE Zon High Valoeffy Hu Gone Zone) __ I . INSTALLATION ARE ONLY %%UD FOR MAX, "'D. - *_ QWTATM wtL . I S 4 � RL'UND, - I I . INSTALLATION ARE ONLY VALID FOR MAX� A.S_O� I . a to" TANCA. W_ F� - I : C. : a. 44167 I Sm 24 GAGE GALVANIZED STEEL STORM PANEL JJ_QE_u"m- Z -' NO, 44167 ` 24 GAGE BMVANJZED TOP & BOTTOW MOUNTINGS CAN BE < * *1 DrAw In, = * .1 I = STEEL STORM PANEL DESIGN PRESSURE RATING (p.0) AND PANEL LENGTHS '_ 24 GAGE GALVANIZED STEEL STORM PAM = I DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS - -, I - DINON Of'. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 I 1.5 -. SWEDE .�.t 9 MWAN W. = ,*- = . * .* * E . . -- ;z E.D. - EDGE DISTANCE � . .;� 9 AM- TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 7k,:$-. ST ­ - INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD lk ox:. Y`z 0 , MM/2= MEMBERS TO BE _� GLOUL PROTECTION PROUCM I I MIDT, sk.. 5 STIM DENSITY OF OM OR EQUAL- toupAw tm S.". 51 SIRED COMBINED IN AW WAY TO SUIT ANY 2, FOR NEW WOOD FRAME CONSTRUCTION� WOOD ,, DAVIE. rL W, ,)..� 'Iftn" I �_ . 11. =I* 20-175 z � Am, �, t3m V,-,w ,; T.- "-7W, M'A - ", ` ��Oi� FAX, (111A)SIE"M __ CHEDUL.E ON TOP & BOTTOM MOUNITINGS CAN BE *'O'* " - INSTALLAT[ONt _ . "" GLOUL MTECn DATEt SOUTHERN PINE No 2. W1 SPECIFIC ,,, TILUT TESTING, a O"momimp _mE FL 3ml ' 175 I 15plw SHEETS 9 & 10) !.&;_,M - - � ­ .a*- (w) M,,.,, 20- _--j;, �� "Im (25 I I , - -W 4- � NO-TiMb, ,Ak- � p M, , 20-175 p-me to�160-7--$� NQM Mfl 2DOINATION OF SEC710 ; . * � F?2_ - , .1 - I- DRAW NA; _ Mal IE , , Z IILIECOomi. ­___ - .. 1. .1 < . S - . �93=L__;__1 ILIECOINC. GLOM PROTECTION PRODUCTS. Lw. 11A71"" COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2WA) ON PRODUCTS, I=. ""'" ,,$ 1C (SEE S I' � Nw &. 51 STREET - % '10mu, � z �M�51.m�__ 00,,- "4 1 'RI 'O ) If'- SM L - -i 4.11, U INSTALLATION. . ?JAI �t* - - MEMBERS TO FIE SOUTHERN PINE No 2, W1 SPECIFIC 4E�7___ : " DRA,Ww 1, - ex. I � I IMI t I � I - 1­1 CA- is - A, "r!w1w*K/mwwqGxrr IV ill :AM4454t� I DENSITY OF O;55 OR EQUAL, rMaNEEwm-T,R,EA" PC SCApw*YUff4wn L W= 00010 I A, ob __ - .41 P.0 I ----I---- am S To is I - IM 12191- I ! 1 1 . SEEM 7 " I# __j - oz __,_ �� ;� � � � � � � I � �� ­.- � . � - 'I I I I I I I I I Ck- SHEET �0. I I SH 1.3 ­11" . - __ __ END CLQUEES 12LIAILS EQR INUALLAMN IN POURED CONCRETE, I D STRUCTURES: VALID FOR REGULAR. LIFE , �y ­ ___1 I I 11 1� , _-, 14 I— --r-43'(3) 0 P OR 11 =1 rM. , I I _"*_0 � - ,�,� - . 1 rw wm MWE 2'. Y-cor �tm w_0 g V-=4 (I & 0 0063-16 , � '.., Amum" I i�, " I.- AND., .:r/e'.'.', o; � :p� � __ , 4/2* TAVCON # 12* OX. _ , 141- FOURM cuwcwt� CONmr%__ I Ici 11 I- 1-4 - I. BLOCK OR 2'W WOW IFKAW : I 1 1/410. I 3/ ANC. IS ,.!'iJro" � %Llzr- � __31 i),; KGLMW ="wKTt&_4R " Till 1­ , t , , ' 2'.4* WOOD FRMTE a I t-- --�X OR(A , , I-- I "", ,I I'll ,I - , , , � , ,�/� , , /t- ,/-, _I ,� � T_ - I =14wk __ z _­ Y."/,- CAPJ , '/ , t" * � , - , I -14' ,, 1 4 I - - - , I - -p � " � , -1 , , .,, , \--/ �'�,_, - 11 - - "_ - I 11 Ctff a - ,v -1 ,:�,: I 314 � Ii-, - ANCHOR i K'_11 V-1.. -\7\--/ . . . .. " - -, ; 9 12* O.0 . -, - � .1-1 � - t 1 2'. 2' A �055 "" �,'� VARIES ­ : ,ej_� e.r m f-, J';J� I li, '. I I I �� 11 11 I � 57 k. w< I. lax V­ a A" I , , 11 - 1� I - 00K, lt I POORE-0, 1� 5f __ -----.i I CONOWTIL CONCRETE c�, 1, A 2 x - - , , � WT& A , SENT PLATE III, � � 7"T - -7 T , If — � 0_,- BLOCK OR 2'W V/000 FR0AE 3105- !2.1 614, " - �� __ , . REQUIRED TO Aum .4 - , I - ­1 2 1/7 -11, 2. _� ; - � \, � , ,�' ;I / ligo- , I / rl CONT. ALUM ANOUL IS � m- lll� w - III at. CAP . \---/ I/Iv . Bog �4' . 4' , �072' - 6 12* tic� Yot-wr. OR Wes -Ts .-LIT, w/14CIOSLIT C-1, X_ ARGUE CASE A (PLAN) CASE 6 (PLAN) CAU D (F Sc" 1/41.1, SCALE 1/4'-I' V-AU 1/4*-I' SCALE 114--l- - � � pmawt "N'-- ----- --f-11,1­1 SCUO-SET OR C"­'m , K I - - �. I __1 I "' I AT w. - " I CONo"EsE`- -WT - _bir_"� I I - _,tX III _ ON 2^.4' WOW � � SM OF OPENING I . =� '__� ,_ - .a 0 JNI OR = W,X. rM. 0 PANIMNATE �r ,.,,, _VAMES, FRAME RVIUM � : AS APPLICISLE � to S, it) : OVERLAP BEYOND `�'� S I 1\1 - - (... PANEL 'AR-S-1 (�) & 0 1 . 2'.' WOOD FRANC I ,I- 1 OPENiNg wum) MURED CONCREM CONCRETE ACQUIRED 1..� I ­ I ",,,""I'll ��f 1. , "' � , , N "I ............... "I'll -, . ­1 ................... - , BLOCK OFT 2%r WCOD FUSE �Ill ...... I . , I 11 � - I 1 T­q � I Y - - - --,-- , REQUIRED , < lq_,,� * f-* "a, f ��� I � I'll , I :,��,�'� �4',�,�,� "' �� _1111 � - - ,i I V 1----4.(j OR4 , FRONT & I VARIES v I \,,-- q) / -_ - -41 ,lw-m x mm . TO, r Me, ( I %___�, __/ WALL (NEVM CUT END PHZ I X - ELO. DISTANCE _,".,_____ I i I - _=) It \ i-,� / � � � - ',,IiIIII:�-/ ,- : j � /____11 - � _J \, --ci F / "F.Ii,-im 7 Io"%oki-IINNINDI CAS 9 (PLAN) "INION1, It - O. A:� A - Till % SCALE 1/4--l- /* ,;1% �!�__/ - iti.i.t: 91*`V� 0,4�; - .... - - VALID FOR MOUNT DIRECT PMALLATION ONLY a -,Ifrat � . ITCENS.""Ip " v .� 1� f, 1. , , CWTTMO PANEL INSTALLATION AT WALIS W1 r"N,0,44167 'i It SURFACE LEVEL VARIATIONS WITION 3/*' 2 *: - * :* :: a 1 . z FLORIDA BUILDING CODE (Won High VWelocity Hit cone Zottv) CA$ � ". . 11011m wt F.P. . F (P. , _E ,. .! 24 GAME GALVANIZED STEEL STORM PANEL SCALE 1/4--l- SCALE 1/4--1 S " DIMON III, !:'. , , it) , ��* . 11 - . I � I- ­ 1!l" I , . "I GLOBAL PROTEMON PROOMM LLC. " ___ JILIECO,c� OX. "",",m 14... , .a... - - - __ r, FT- =,4 4 20-175 , . (,.,I 0-1: I � I m .11. PHML 054)SIM-7106, W: (v�wS-n" .- .. .__ __ - DiAll N. I P1 SE4119410"u"Emm CA-COW'S IPIL * I I - :!,:�M___ mm a w is I 110011A klj�,F 41- aq I I - Im uItEr ------ � . I (VAUD ONLY FOR PANEL(!) INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) MAX A.S.C� DESIGN PRESSURE RAIIING (P.J.) k4k)(MUM ANCHORS SPACING FOR E,D, - AS SHOWN ON SHEM 6 A 7 APPLICABLE to ALTERNATIVES IM OF THEM MAXINIUM PAM LENGTH v (ft.) TAPCON - ___ LAS SCREW PANELMAIIE FEMALE 0 PARELVATE PLUS WOOD BUSHING � 13' 13* ir is' 'r 1W M 13, 13, 13, 13, 13, ITS 6 1/2' a l/r 6 1/2* 6 1 1,2 * a 1/2, pw (") - - -.--- ­_­�____ - _.­ .____!!___ _ a 1/4- ­1_111­1_�` Tz 1/2, ­ -- " -- 6 1/4' - - ­- ­_ zw (Earr ') - �! 2T)_ w-o' OR LESS a, '. 0 �-_ - 4W (BOTTOM) ----- ­ IF' — Is- ­ -- i�:J_� 13 . is, ­_ li� 4W (I-) +46, -45 OR LESS '_-TT__, _13- ­ _71�_ O. ­_�T__ —Ir — TW (080mmu) 13* 11. ir 13, 8 1/7' 1w (TOP) ___;_T- Is- IS' 1 3- Iw (summ " I /r 6 1 e 6 I/2* - 6 1/2- ____!L_ 5 1/2- FW (TOP) - - 6 1/4' 12 1/2, 6 1/4- 00 (O-) 'S`w — __� Ilr — 4- 6 lIr 6 1/2- - (TOP) T4_41 ::Ewe_K I. -7,;-/F-- - _r _-7-­ __ _11111 N (BOTTOM) to 1/2, 9 i_/_27 12- - ­_I�2_ __i�F___ W titopj - ir Is- - 777�E=_'_T3':_ ' __'W ­lIr 4* (BOTTOM) I ISEE TABLE #I FOR MAX. A.S.D. DESIGN LOADS & MAX PANU WCTHS WHEN SPACER 04 ­ I ` USED, CORRIESPOtIDING ONLY TO ALTERNATE 2W ON SHEET 6 I MAX, A,S.D. DESIGN PRESSURE RATING (P.S.0 "MUM ANCHORS SPACING FOR F-D. - AS SHOWN ON SHEM 6 IS 7 - APPLICABLE To 4, AW Hill Mwamum PANEL Ulim ILI (R-) TACCON LAG SCREW PANEUMATE FEMALE ID PANELMATIE PLUS WOOD BUSHING 1Y Ir is, is" Ir HS 00p) Ir 13, is, ­ IS- 8, I* famm) O 1/2' 6 1/2* 6 I/r 6 1/2- 6 1/2- 2* ­­_ - --.--- -­--r­- � 1/2" - --.--. ­­­ ­21T­- " __ a t/4- ________,_ ---- ---"-. - S, 12 1/2, __,______ -,-" -­-�:-114- '. 6 1/4- _________,__ -----. . - 2W i- _�__- 3W (00111011) S'_O` OR I - ___ Ir --;-3;--- 13" ___ -.-- I r -----.-,----- 46 (w) .45, -45 To +75. -75 Is' 13, __ -,- i3 � __ - & � __1,;t:_ ir 4w (BOTTOM) - I s' ir 13, 13, 10' !t (TOP) I . 13" 13' 13" 11 6 Ile 1. (BOTTOM) a 1/2. . 6 1/2' . 6 1/2" 6 1/2* 6 1/2- 2W ITOP) - I - 1 6 1/4* ­ - 17 1/2- —.-- 6 1/4, - 2W (901T.") >51-0- 1/2'_+ S" 1 7 i/2' 1 7 11V - _- ii (TOP) 0 ;`_5� ___I -WT/7-1- a-, --7—w­- ­ - -- --- SIT (WITOICI -2-- — " __ 13^ . --- 5 172� �#-- - (TOPT L_ I Is, 1 Is- 1 ___ ___71 12- T_ 13-:��Tof - - j4W I . I FSEE TABLE 11 FOR MAX A.S.D. DM" LOADS & MAX. PANEL LENGM WHEN SPACER _ USED, CORRESPONNNG ONLY TO ALTERNATE 2W ON SHEET 6 1 Imu it A A-5101 On" LOA0 MAYJMUM PANEL LENGTH _­ 40 PSF OR LESS 6'-B' > 44D PSF TO 50 PSF � 6'-2- 1 > 50 PSF TO GO PSF j 5'- I 0* A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE NIIALE ID OR PANEIL MATE PLUS S 6 ANC S��AQW,#&,42 1/2* O�C, INSTALLATION DETAILS FOR IJFE SAFETY PANEL (1) INTO POURED CONCRET 1/4-0 TAKOj__ -, , . 1/4-0 TAPCON --- _' __LXW1ING POURED ANCHOR & 9 O,C� ' � _%=rXC` ANCHOR 0 V 0.6. � CONCRETE OR CONCRETE 111.0" """ �� REQUIRED. 1�',` , I " 1/0, 11 - I � _(D ",- +_ I :­ . f___ " �__ -,'I, � "". i " ;, , � . i _ i: � � I'. __ __ I I I ­_ I . 'r , ::�4 , ", ��� � ;L 2, , /_ "I'll, ;�/�,_; I '. �.- "I �� IkI. �.. , Z - 1, ,­ ,�� i 22'm 1 i �(J) I � I �' I '.. �. "alp 7 �,­_ �1_ � " 'I., I ,,I- -,-- � Am"=7-n � - I.- I - - -11 � I *e Va.- A � PANEL LENGTH - �­ - , ­ -- _1 (SEE El"Allor, I' W­ ON SHEET 12) i 1 wAr-UP � Eo ' CONCRETE BLOCK REQUIRED t/4-0 PANaMATE ANCHOR 6121) 0 I � . � 00'671111;�,� _�100,67711IXN rw;w)iI�..19_ � I, - - SEE Stivill Is'et- IS FOR ANCHORS TYPE 6'9� rOA 01SIXIATIONS; INTO WOW MIME mi"0961 SHIMUM ANCTIM SPACINDS AND MWWVV EDGE DISIANCIE ARE INDICATED 04 THIS SCHMIAL MR LIT, LESS THAN MCKTIO) ON SCHEDULE JOCOUCE IVICHOR SPAMWI BY MILATIPLYSto SPACM SHOWN ON SCTSWU�E By In MIMAWiG FACTI FOR THIS OPMT*k 10 BE POSSMF� REDUCED SPACIINT OBTAINED LISAW WOR SAALL II K Lm "" NISSAN SPACING AwAtm FOR EACH ANCHOR TYPE Do THIS VIKMWX- 1/0. ANCHOR ITME 11-112n.- mHoLm, NOW smittim; 0.4 wSummmiI lcoI" O') 0*4 [�.N.. Dal A0111114. Ilm I WA) FAUM ___ 1_1?� - __ _._______1__1 2 I - _­_ - - _____ r Ion - ___ ­_ 3 , - � 'DIL �BWRTi T�_ , CONCRETE BLOCK : ­­ I 114 N'�I�It) AI , W" b"bMNGS SME 3/8.1" ; . : (,-!) 1 I I - 4�_ T _. v - I- � . "t,,'m �: i�, � � 40 ,=IP ! I I � -4 ; ! IL" Mm. .- 1-11 - I- ISM PANEL I ,SEE ELCIATION I I ON SHEET 12) __ -1 - I __ _____-, - -1 .1-7-- I I , I 1 -- <D � ! e � I � I � � I I_ -0 � � `� I ic I --I- ONPONO) I I ,.- ___ - ___i___ -I , I � MAXIMUM A.S.D. DIES19N PRMURE RATINO p.m.f.) AND CORRE$PONDING MAXIWM ANCHOR SPACING SCHEDULE FOR REMAR STOR PANEL (j) IN LIA IONS INIQ CONCRETE & CONCRETE BLOCK STRUMMES (VAUD ONLY FOR PANIEL(DiNSTALLADONS AS PER SEMNS i THRU S. ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING (P.O.T�) WIMUM ANCHORS SPACING FOR MIN F-0 PER SCHEDULE BEI.Ow ; APRJCABUE TO SECTIONS VAVWM ." 'mm IV (m) 40, A.S.D. DESIGN PRESSURE M71NO (OI I - VAIGMUM ANCHORS SPACING FOR MIN ED, PER SCHEDULE - * - se,ow APPIUCMIX 10 Swroa a OF - ill LENGTH Ir (it) I 1APOow SOUD-W MOMAIE . TO PAN I "I ZAMAC-RAILIN C,40-IN & I ... IAPCOR SOUl = MI ID I _pM_'lE AMAIC Wt" - V*VZ-WM - 11 -IN I I, Ir == 2k 10 ... to To CMUME - .&E1 1.0 hik- , 1.0 , -ew , COMBINATION - ­. oz., In c M&m * " To = TV = To 0%0= . To r +40, -45 OR LESS L_ ir 13* ". Ir Ir 13, 1 Is, I ly 13* ir Ir 13, 1 (To.) 51-01 OR - +45­0 ill .55, -65 I 11. Is- Ir 13, 13, T r Ir 13, ir Ir Ir III 1/2, i _ ,,_ OR LESS Ir Ir __ 13* I 13, ir Is. _�S__ i_m0i_T6vj is. —I J, -T,-;-- ­TY ,--,,-.t —13- __Ti_�__ -Ir - is" -is- Ir is' — is" — !Llj�� A (solrw � 147w 13* is* - r; III Ir is* 13" I r : Ir — Tr T —(TOP) 13, is, Ir I r T37- -_TF- IF I,r is- 11 1/2' 2 CTOP) Is, is, - is' is! 1137 -;'- _;3 __� - -3; __ Ir -7 - 3'�' .' is* ir Is* is. - Is- 13, Is, $3, 11' 11 1/2' 2 (goilroto Ir 13, __13* 3 13' — 3� _.— Ir I 13' — 'Y - is (TOP) � 13, 13, 137 13, ly 13' 13, 13' Is' I;r Ir 1 1 k/2' 3 -jlL- __2_ 2 1/2- I2 p __T_ 12 1/2' -W -1/4- -Ls�_ 1-2-1 ,_*/7zi�kj �T,,,, -I-- - - 6 1/4* 6 Ile S (BOTTOM) - - 72 1/2-12 1/216 1/4- 6 1/4I 12 1/2' Tit 1/2' - - 6 1/4. 6 717 3 wmv) __ __.. — a- r — jr 151, r - B. IF Ti-,I` 'i -(TiR- r 5 Ill- jr '. 9* 6 $,V _= a- 7 t/2' - IT- — v — a. V 4 tW) __ v ___ IF- lk- — - _' li� '�_3� !!i- "-Is- -i-s�- - ir- ly - _!!:_ ir 1. - ­­­;-�- 13, I—- _t-1 III __ 1 13* - 1 , Ir - , Be! - ii; _ Ir - - - ts� __ 11. 0, -.iF- ____ is. --7- ---. Ir __ W �_woi� ---_j__ I-) 1�,L_ 5 (BOTTOM) s. -,-- __24� - 13, _5F_ ___­_ - - --- ­!A�__ ir - Tl:�_ - 0* - - "--Ti--�r--I��-"-I�F--ii��"--,73F- __13 - Ir _�r_ --'- 6 I/!: - ---. Ir 11!_ 6 1/4* -a:"- __­ tr --!--V- ! 1/4' — 'r -ir I 0 _w __ Ir I'V'-Ir .- - -_ - - ls�- — ___ - IF, -13-., " — - 4 T - - - -, - ir -- Ir - �­_-. - I 3 _L_ i - -_ '. w -­ - -F'�� fl.1:1 __ , 6 1/4' — - ­i- ll /i� ,--- 7/2 'I I It 'L4 , - 2.� a Ile I/" — 4 (Boriow ___ ­ i rro�) — ' It) - III )R' � _ 6 (901lt-Y -,T-. - !3�__ - _!�!_ 5 114- I 6 1/4- IS' 6 1/4- _!3:_ 'r 6 1/4, :Tr :[ - —'s- I - -,,. --j-,:----,F-js, ____ - __ - __ 5 1/4' — 10 1/4' scmp) __ 6 (BOTT.-I 1Y S* ir 10 1/21 ir r 13* 7' 7 11215 1/2 13* 4 I1rII (lop) - X1, .�w I . ­ ___j Ill '. Ir 13" I:r .! t�.� 8 1/2 . - ir 8 1/2' 9 11rIb Ile iX 5 1/2' 1 DOPI I-W-0, To 91-6* __j 137 7' 1.31 13* _ 1 13' , .9 1/2 Ir 9 1/2 10 1/2 7 1/2 Is- I aft I (Sarmim) Ir __ 7 I/1'_ 13, is, Ir le 13I to* ill - 1 r � 13' 6 t1r I tBorrom) 13, 10 I/ 200 I/ is, 'r 1 ,3* j_IL2 iL2_ 13- 4 1/2' 2 (TOP) 13" Ir Is- _1,3�_ 7P- 1 1/2* Tr B 1/2- 9 1/2'1 6 1127 13' 5 $/2' 2 ITOP) _i�:__ 13" __�:_._1.3:__ 17r Ir 13, r a 1/2 13* _r_ 1/2 � 1/2_� L _I I/OL 1Y 6 i/2' 2 (BOTTOMI is" 7 lIr � is, Ir 13, _ te Ir io7-- -i-F-T —w Ir 6 1/2' - 2 B"Imm) L_ lr__7i� -it - �r 9 1/2 Is- _! S I /1! 10 t/2 7 1/2 ir I 6 1/2* . 3 (TOP) Ill __ 1 1 1/r is. is- 13' To' ir to' 11 " - __ 112" 2-L . cr ) 1 �� -!K-, --n __ . m_'�_,:6_�_, - 0 Ile a Ile -_ I� 1/2, -!-- 0 1/4* — - -_ . i _1/4'� — 6 1/4- --- 3 (!n�t) - -I _ - 12 I /V 12 1/2, —6- ' ri/V ­F_ T—ve —,V iTi—A _r =,,i ii - a �__ _i2E_ 5 Ile 1 1�� 3 (BOTTOM) ��__ __ I IT I- �� L14 - 4;�_ . -W _12F T _37- 1 Ilr 3- 4 (TOP) -1 F2 i-7- —Ir 4" 4 1/2-13 TIr . a 112 - 4- T-fi5i;)­ _j�__r_ r - _�_ a. _ - '. - _jL_ 8, — - S 1/2, - 7 lIr _- 4 (BOTTOM) __ -,---,W------ IF - , �__ —1 - -_ a* - -1. _t�_ - " i7721 - - 7 1/2* _ 1 - -_ 4 tB01104IT 'r - - 7- -_ w 737- __T17_ 9 —112-, —13- -91/-2�.i0_1P2 .771-V —1. 3 . S' -5 (TOP) .— is, a I/O` is- Is' 'r IV Ir -_ 10. `4 * W 1 13' 16 1/2'15 (I-) Top) is. 7* 73' 13" ir 9 1/2* is* 0 1/2�Ilo_ 1/2'17 1/2* ir 16 1/2'15 (—)I 31 5 ilr 1 ­ I I. I ­ I ­ I - 1 1 L I, - .- 1 ir - Is 1/2"15 (BuTtom) -i;--r _13�_ �O -1/2 Is- 7- is- _r_T7­i_/2_-T_5i�V_ - 13' I A 1/2'16 (TOP) is" '. I 21�_ I L115_1 i ly !* Ile ir 5 1/2,19 I l/rie 11r I 3' i il. - w _1 - I - �____I. —Ile 6 1/4-16 'I 1/4�10 Ile I - - I - I - 6 11,1.116 t/,4*I6 (BOTT.-J - - is 'Lie It .,- - ­ - � I - I - - i 6 I/r .! ;1 - "siliIIHEEt it HIS AND00it ViNt & SAAC1% FTIR INSTALIATIOld TOM ISM FRAW Mulven; * "ALAt AND" SPAIDAGS Alto VINARIM VICE DOOANCE ARE SWAIM ON INS W"JILIE MR ED UM 71,11AN INDICATED ON SONMULE REDUCE ANCHOR SPACINO Of "UPIVINS SWINTI ISIDIN 01 SCHEDIRY: or 14 mi"m 15ACTI FOR " opmTow To BE POSSEI.F. REDUCED SIMKO DINANED LISM FACTOR SAIV, NOT BE LM THNN JAMMUM SPAOM 9400= FOR IACH MOM THIE ON no SCHEDULE, I I - .- ANCHOR TIME INCON -,- ­ iiii,-, - IF ... � -0 � _11" I -w - -_ mmwim MOM SPACING cii') 3 3 a 3 2 k/r 2 1/2 mooRm twour": w 1 3 Iltr- x 3 A 1/2' 3 '"'ISISAM .I i��_=_ ) I I lIr --;� N I I,* vr - AMML BODE WNW IF 13.) FAC MR _! - __­__l_!JT1 ------------ - - -- ��___ - __� ______ __I.0c ___ _T_ -------, ---�� �� 'p:_ -41 .- �.. - __ __ .... - ,, I __,_____ - ------ _ __�_ aw A711 t I - 1�� - ______ - - -.-..--, '.00 ___ - - - _ , 1__��__, �X_o 1.00 SPACINGS ONLY VALID WHEN SPACIER&S USED. SEE 1WE &I .1 tf! I- DEWN LOADS & MAX, PANEX LIENGTHS WAN SPACER " IS ED!IR A,S.O. DIESIGN I= - - - 11110111111,911 PANEL LENGTH __ - � '_ 40 PSIF OR LESS I. 6, -V > 40 PSF TO 50 PSF ,._". > 50 PSF 'to 60 PSF - 51-10, — A MAX. PANEL L040THS ARE ON_LY VAUD FOR INSTALLATIONS W1 SOUD SET ANC14ORS & W/ " SPACER AT 12 t/2- O.C, ___ " - __ _ -, - -, _ � ------- - -- �-�"-.,�""-�,-",�-�-�..--.,�. ___ � ....... . . _-ANCHM (SEE SECTIONS a ALTENNATM ON SHEETS 13, 1,L if, *16)_ -- ____ , .-..----------...--,�.-,�,���---_,,� i I . Y MW R-IA/i3, R-2A/13, R-U/14, I,R-10/13. R-29/13. R-30/14, r mm � . MIN. I' MAL D.W(j).. - 7 *R-IAW/15, R-2AW/15. R-3AW/11S. + R-18W/115. R-28101/15. R-38W /16. -­� - , I I , �______ ..-,---- ___ ------ �-,-,--,-,-,----------.-,----..-, ___ l____ f . (�) .1 (�) _____ - ___ .---- .- I � i � I 6 f � � 0 T , 0 0 0 0 0 I 1 i � t I I f, I � I -i — _________v_____________1 li "I — i I r F_T_­___� �_ r --- I- � - i I I J.- I .n , _1 - 1 7 I " � l i � I � i 1 I i � 1, i I � t I t I � __ I � I I i R 1 I i I I 1 t I r f . �, � � t . i i ij �� I I I i � � m . I i I I � � 1 � I I ! W2 i .i 1 I I l � I , , I� I i I I I I � I . I � . . . I � � � � ! � � m . L . I L � I ; ! � IV : - � . � r � . I . , _ I I � ; . I I r - �Z 'a;A_17 I i . //`IUS _Fl:� P , ; : I WAII, 1 1 , I . � � ; T � I OVER 7'-G-) 1 � � : . � . I I � PAPELLEN07H � � I I � I � � I ; . � j i � : � / � � 10 I I i ; � i I . � i REGULAR STOW PANEL i I I . I � : � . fr-11' 0 +40.0­40-0 "J, I i � I � ,� i � REGULAR MRM PANEL ��, � I . i I � - I : � , I . � I� � � I I � i fW/ OVERLAP MID PANEL LENIN BMT) I : i � ,� . � . I � � L , - - - - - � 1. - --w ---- �1- - I __,___� - - - 4__ _j� - - _r ��_,___ - __ � __ I --------------- _1 I � I � i I � ,_ ", Y 1 V-6' 0 +50.0. -54.0 , !"� : � WE SAFv I I � � � � I LIFE STOW ' 1 1 � � ____1 P.1. I I I � —1 , ; � � � � � � I I (WIO OVERLAP MID PANEL 111057TH EIMT) � � ; , I �­ � � 11 i A � 3 I I ! � , - , I .J ,� � - ". I . 1; - �­ I � �­ I - 't, , - , _�_ - , . I - - , "", " � �. "'' � -t I I . , � . - 11 ­11-­711 11.11, ,,��, , . I i 1, - -­ : ! , -- � - 7 ;�11_ ­ I _ , -, � 1 � - � I IZA'; i , , , --- " � I : 11, .1 __ I � I �� � � ! I I USE V-S" MIN. PARD, LOW14 I , � I I . I I . 11 1, � I I I � d � I 1/00-jow 1 - � . � - - ; -- - - - r - - � - � - - � � , - - -, ­_ - 1 - - i AT ALL MOUNITINZ . � , � � I I I � , ! , 1w . i � 'GH'., --- i I I I : : �_, � , : ,: S�%� I%115 tp � I : - I � : ­� I � 1: I . � : -1 -1 I � : i . .AT I � I I i 7� � : � m i I­,__,_­1­_ L . ; . 4 , , I : . . _­ , � . I , : I I ­­­-, � , �__­,�, ._ - __ -.,--- � _ . ..... ... . ��d.-.,-,�-1-1--�--,���-,�,-,..--...�-�,-- � � - - ­­ -1 5[ ; ',"__ , I � p f---!- - --- - " __ _____­._ �­ I— - ,. - - _. 7 � � __ ______________­__­ - I U2 � I - -, ------ --- ------ ---- � � . __ 7L,7T " : T �, I .... I � � I I I . ,� I � . � � � � ­ � I � I i � I", �. ___ � - " � 7 t I . ,- - - ]1.7 ___i - _,` ----- - -r ­ __ � __ _1 - - -, ­ - - - , , �' I I I , � I � , _ � � , 7�15`", � P_ � 1 I t I : ; � I % I I _'.1_.1_1­1­ -11.1 _­ __ ____ _ ,,','_L ­_ ­__�, 1 ,.,- __ -I- , ;__ __ , -1 1 .A , _�__ ­11­_ - __-.1- ­­ I __ - �11____.­ , 1, 6 � � I ­__­1­­._-1�I-,­-­ I ­_ __­, - , - - ­_,­­_­, 1.�T__­­ -, --- � ­.._.1...__.1�____r­­i �,­____�, � 7 . I ,-, �__ ; � I , I I � " � : 7 i__­ I __�­_­ ­ ___.11 I � ____1____L__�_____­__.Ii f. e j - � � ----- �_ � - , __ - I � woy��-Rrffud ------ �F_­_ i - I , I I I . I � '� � ) I . % . � ; - '-S , I �E� � IX � � � . � , , -nw �__, I ( � � ; __ - I CAPUN 9 VIL Wti ...... __ � � 0 i ! � , I I � i I '_ _, L I � . �r m PANEL BOTTOM CORNERS I I � I I � I i D. M., Q_z) � � , , � � � - " '­_ I ?� I I I I L I _-, ­­r- ­ —r ,--..I--,-,_ - - - _ 1 L �__ � I OVERLAP- I �CIVERLOP- , OI 4� NG NO AT I NVT AT � EXIIIERIOR j__WNG iv,47. Lm PANEL RIGHT PANEL 3: W t INSTALLATIONS ONLY VALID FOR WIND 1� I I I 11 MIN, R-JA/13ii R-2A/13, R-3,14/114,, R­10/13. R-20/13. R-39/14, I III SPEED UP TO i7O mo.17, � 1 If- . I- - ­1 I - - -11 0-1191111/15, R-2010/15, R-SW/16. ! REAW� � -.--,. - - ­­_.______­_1__1 I'll- I.,.- � .. .... ..... . ­00*113 (SEE SECTIONS & kTOTINATIVES ON SHEETS 13, K l$ei0)_--,_- .-,.,,�..----,�-,---,,,,,�,.,�,,� ­­--___ i 1/4- MW GAP UEE SAFETY S19RM PANEL JL) ELEYADON (t) _71,_ i � , SCALE 1/4'.I* Ili k, 1 I _(Ti REGULAR 2.687' REGULAR 11 ___ � , I ­ _0SlGRM PANEL - �, I I � t.40 : 4 � & , - � STORM PANEL (MM om�!�.tl "of WILLVO 0,100-00. � I . al . ___w1, =__ I& �4� E, Ru cone zone)l -(Non High Velocity mu rZED STEEL STORM PANEL F,P, DRWM or, f1 -, I \ GLOBAL MTECTION PROOUCTS, LLC. "'Dom' SE TION A -A 4m S.W. 51 STREET - IMIAL fl. MlUA )/--- aaiq- SCALE 1/4'- I' 11 " " PAW- Disofim-15.4, rAt, M.).i.-M, 20-175 * - ; _" . ORimem; �� P1, SIAL/gONITLINE/OKM _IAO­ I = &Aff 4a RE nil- mm * I lmm,2 w It _ I I . I , I I � � - I I - ­ - � - I- __ IN5MLLAIJON DETAILS FOR LIFE SAEM PANEL(J) . INM WOOO STRUCTURES � - . I � I . I jjj , 1, , I - , 1 7, IL 4 1 � ­�E",�, - 1� ­ ,,�- - - .- 7 -T-1 7, �. ­ - - : �­ - � , �, -, 1, - " I f . � it! __; �, � � � - III-, � I .. jl� 7777-77f / "_ 11 __ -: I " 1, �, I; � - x" ", - ; � 1;j _ , I �', -, , I 1 1 1�___ - I HEADER I/ Hr", � " � �_ I - _rrl , . , __ _� 11 � � _= -_ 'CRETOER � . - IT! �If� ill I ­ I" CirAr 01 111 Ill 1. _�� , -=,. I I WRED /I I 1-11. , __ - __,.,.�, 1 17 _-1; "I ,I 'IT I �4 I .. - _,_ 'Ili ", 1, ­ i-, � I I _�,�_ - � " ,� �, I - ,�,, ,___ ,�, - I - � - I - , � 11 1111� I'/ TAP�T 11 III " -_,_ I li� :�, .,?14'0 .ill ,,__ 1/4-0 TAn , � : ", .� ­\ �', I A j �11­_ �� k �, ,; _W*# TAPJ�* I , � i , ­" �1, � I , I ', � I ! I "o ,I, I � "I , "I 11 I it, �� _­­ - , / 1 ;0= CC, 'M 01 o1c M AN-V. St . V11 " , , M �, " Z � q � I ; I.Y ", , , , I'll 11, r �� C 1, ), � � ,� � � ,,, , I , �, ,I � . � � I , "I 11� I �,�, I � � I I " � � � 11 ,� ij , 01 ­)i "I � , � I 1 , � � I , \ I I - I 1 ---(2. , I _ I I I ­­.(j) I � l - , , - ��i � . 'i � i I I , / � � I , -4) �fl � , I t I ; 02 I , - �� � \ ,,, - ilti �, p , � ,11 �iuw* - -,J "� 1�� ­,oi WOW.= it I is � , , �/2� 1 1 . i I i �Q $512b 5 - - -3 _ I , , - I I � �' � ­ ­ X ; . , , I , I 1/4* . % , I 11/4- ,e !T�, N , � -1 ....... I 1/4' X i .1 I i �� �� � 1, 1 lliv� I . i . I I I I 6". I I � I i � __ ___ ,r , " _11 , � 1-� � 1, � i. 1. :1 - I ,4� 1, ". , � � . , ___'I -� ; f 41. � �, I I ..,;.. i A!&-- -I �_ �� . . A; I � 1, / 2- ' 4� � , , 11 � I ; I � I . I : , I - . I 11 - I i i � � , � ! , . � , 11 . F % ,11 "I I � & . I Mk- I Mia I wi� , : , �!, I" wir, : ,_ I I ) ,� , , � , � I , . " �.� , �� - ' L, I - ; ,.� " ",F ; X-� I � ., . ? , " � I � � : 1, � � -I I I I ; 18H , : �!'l - 5 I i ! � � I., : 41 I I I �, I , I � I , i : , , , . L � III,66 �. - I . � I I I : I L �� i - i �A� � 50� ) i _0 I _Q I 1. I I 11 (D 11 t cl I I " . � � I/, 11 �, I t ­­ �;� - . � 'p n_,___i -SS: Kv i I I i I 0 ­�;� ,� 4 I I � ­ ­�.L��, J_ ­ - � VA 1 __1 i/�­BWI' j -- ­,,iII� _ I u'! � 0 ­1­ _4 I' - I , ,�� i , - __ _VA,_ - �L, - - =-NLi____ 1 I - , - . �a I r�, I � _- ""a � . I " ! . 1 �� � , I =41, _., __ __ 11 -.',' " � , , , 11 ----I--- - - �_, - 11 _1�1__ 1- 1­1 - itmemnotit. ! 11 ­1.11 - � ­ - I I I 11 � I � " am FM om 4 4 .1'. I - ,. W I " r, ­­, - IT I LDM Pilot -r-ri , =14 I, � I - - - , � I I UMH 00 ?-I* 1 � f %. 7 " 11 j 0 1 I � ISAX� if I A & ,� -`L_ I . 9�� _20 A.__._ - .i k PANEL LENGTH I ... I I - , L"L___ ev PANEL LENOTH it -1 "v m n . -­­ , -11 ------ _'t - ,--I,-. .- o- - - __ --I Y W­ � (SEE ELEVATION I ` PANEL LENGTH i 9 � PANEL LD41H 4 I 11 I I ; ISEE ELEVATION . it I � -i ON SHEET 12) 1- � ISM ELEVATION : I ON SHEET 12) 1 -.- J(Sa ELEVATION I, i ­­­ - ­, - ­_ 1­1- ------ i -1 1 -,- ­ __ __I'___j_ ­­­ -, T I i 4 I . i ON SHEET 12) , � I I � ON SHEET 12) I i I , I - I a 11 . I � 9 I" ItIlm , (i) II I ;t�2�=�-4�--­ - I : _4 -1 __._1,.._ I 11 I- M� _111- -1 ­� . , I - � I I � ; ff� ---- SEPARATION,_- [ I � .-!L- - - 'r- --a . , 48_ I' Miri i __0 I f a I . ft TO OLAK I I I I it -, L/I � Y- ARAT16N­ f A K ,�- '(D3 f ; 0 I* M4,, I [ ,01 i ! ,;I'm ; Oz - I --I@ 1 � + It I I - - t I � I I CLAM I e � ,,, 1, � ; . __ ­­ . I I 1; a TO *LASS, - I I , � , I 4 -- 30 r I � , I I I I : � � L12 I I I I I � I 17t I l f I I ...... . _ 1@ �__ __ -0 � .1 - � 1 I � I I � I " -,, �- �� ;` i 11, 11 117 1 *I Lt. __ _T____j - I � - I I 11 - ---- ­­ 11, t CO. " � I A- � -_ __ If � : E6, - I - I �' __ I 1, . 1 i - - r, - I 1- - I-- i - - , __ - - - , - _­. - f . IL, , � I- I � I � 11 �, I "Ir I.- . W. , � .... �, ­-7-7,—,. k-__-----1 -- 16. I - . I. I I. - - — - - I - __ I � - ` I ii��; - � V;wWSIX k -1 � _ __ !I� �� I— I �� � -11 _ N - � I I =-"-= �_ � — , . . - 1- 1, - , I I . - m i � I m omls,w/ � ,I % I "I � : � I I . Xt, 11r � , - . I . � � I � 1 !� , �� 1! # it . �, - � � `*_ . - � ! " � � I % , i I , 2"94. Slow �,, � : � i , It-. , ! I .- w-, �= ._� ­ I I � I; �� - . 4) � � (4 I � ,��, , � � �� j I 1 � PIATIE :7 ! --A* - - - __ " v i WTNVPC� � � 1, . � - ; 1 .) , " , 1� �, :1 � � � I , , " . I i, �� , I � - _IJ4 0 TAPCON i i j)" I. ., I � , I ft � 1�4�CRAPOI,W 1'W IVOGD ' � I . -1 . , , i 11T -3 , , .0 __- I 11, -.I , z � I , , - I 'L" 9I o.r_ ANCHOR a 91 .... � t - I � _ PLATE � " i l; .0 TA" ; = 1.0 "', � ,� I "i "I � t L _o, _ __M�/4 STASOERED Al STUD � I � I i .1 STUO " � I REQUIRED I � � � � I I I � " HOR 0 9* OLC I I "I I -i 1 "' � "I � � , � C I I . , i I J ��, � WOW ; J01.4i WOW I : � I- , � ; I l "I" I '1111 , I , 4 � _91T, , � , . 3 ', I � , 1 i ; _ I - I �� 1 i I 1, �� . � , I I �__ I I �� --- , ­ . . � � � ----,-. I , .1 - � 1i � REWRED REOUIRED � I � . , I -, T;i I I I , 1 1 , I I __ � i� A � Agpeff R-JAW ALTEMATIVE R-JEW JALMNA "Y' R 11111110 5_111i UFt 0 LIEL SAFETY PANEL a RMULAR PANELS A 10 FA EL 5AEM -0 NAL�MNGS , 01HANN00% W&L mQuNn"92 A, jf44' _ � Sc" 3/4-1- ./74, , ­_,. . . , ..._ , ._ NDM' I , , . I FLORIDA BUILDING CODE (Man H10h Velocity Hur one Zone) -1 ` .vu ISTBOO, � M . 44167 - 24 CAGE GALVAWZED STEEL STORM PANEL opwim or. 1, INSTALLATION ARE ONLY VALID FOR A_SJ). DESIGN ? . . I * - - , , PRESSURE RA,TRCS (PA. AND PANEL LE_W,T14S AS i *. * . - - - IL EC= 07/MV/Z= ER ELEVATION ON SHEE11 1P_ - '. STATE 0 GLOBAL PRONCTION PROWIM, LLC. "/" P I. ,\ lk-$ - .! 2, , FOR NEW WOOD FRAME CONSTRUCTION; WOW I .- 'Im &w. 51 Swm �___, a COURIAW . . I't OR ) 1W&_ IL `1111. , , ft" MEMBERS TO BE SOUTHERN PINE No 2, 111l, SPECIFIC _&l. `__­­� I J1tfm:l==1M_ft1.`"" WAN--, wlima-ITHIL VAX otimms-8791 20-175 - �_ DENSITY OF 0.55 OR EQUAL I—, � ;� -.,I 0.11SIIIA�" 'T'A,-,,jr,*0;cIw,Vm/tS,r - - C4­110WHIT � I �X,x . I Tl I r ; 1 ! ---rim. ­1_2m MAXIMU AILS-9. DESIN SURE R&INQ koad.) AND QQRREMONDING MAXIMUM ANCHOR W"J SCHEQ= 10M ME01) W5t&LLff10NS INTO CONCRETE & WHOEIE BLOCK MUMIRES (VAUD ONLY FOR PANEL (D INST&LATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX AIS,D, DESIGN PRESSURE RATING (I;Pa,f�) MA"Um ANCHORS SPACING FOR MIN E.D. PER SCHEDULE W40W * 9W9 -­ PA.- LEjC,4 L (it.) M � 0, A.S.O. DES" -_ RATING 1 (P.-I-) . MAXIMUM ANCHORS SPACING FOR MIN Ek PER SCHEDULE mow V I __ -7;;�—�N APPLICABLE TO III L MAXIMIAM PANEL uvw v (ft.) TAPICON $DUD-Srr FTEM.E ,D I PAN11AINFE PLUS Z&AME— I CALit-et , � , f. If 0 TApCON SCUD -SO PANEUMATE I TE P" ZAMAC-%Al __ _� 'TO O"Am V - 'a * to m co �w it mw= 2& " To �-�— - . . * . A.. 1- ". loar To COICAM to 3 XR to VL6 mI A, I� — CQLN*W" - ­- >.65, -55 TO +75, -7711 Ir it, is, W ir —7,,—_#gF"`&""-L" — IF : 12' is" le L_!Lvl'�- 5*-Gl OR LESS >+75. -75 10 .4-lialt, L_, r !r is' tio 1/2" IT " r - Ir , - 112 I W-6, OR LOS ___��ar__ F it- ir 13, ir ly , 13" "' I ly Ir 12' 13, le I worl !n_ 0 ,/2" 13, - _�r Ir r IY r to- . i 7 1/2- Ir IF` I (BOTTOM) !_:_ ! z W - Ir 13' ty lr 'I 13* " IY 12r I �3� —le 2 6W) 13, 1. JY 10 1/2' 13' 6 1/2' ir 6 T/2' 7 i/2' 5 1/2* Is- 4 112* 2 M) _1_:_L--.:.- __!3: ir I it- _ I rr Is- : =Irw ". Is- ir 12rr - Ir 13" to, - ,-(—) I r 7- is' I r IS- 9 1/2* Ir 9 I/V 10 1/2' --- 7 112- 13' 6 I/r 2 (1810111014) ly - it- Ir 13* Ir 1 13' ly r_1.1-11_1_1�111_ '31 11. 13* � 13, 7- tr I 9 112* is' 9 1/2' 1/2' 7 1/2. 13" IF* 3 (TOP) - -p-E: 12 I/21 I 2 I/2" 414'1�6 * I � 12 I V12 r ,& -= - 6 1/4� -le 0 II _00p) 3 (BITTIOM) - - 12 W/2-72 1/2� 6 Ile 6 I/C177 In: 5 I11V _- _ - 4 114* 6 1/4* 3 (BOTTOM) — __�_�. W _�F_ - -"= _`Ti�_ __ 1. --F-- __­ ---!:- - ,--L3,- -, _! - S - _.�G. I Is- _Izl _Q : �: t Is, r -W-­V ­7F--la�- - 0 1/2* _ — r —F - is-:- -1 — 5. - -W . --- a;-- a- -T. TTI-r _ - In, __ K��F- ,I- 4 vivirrom) - 5 " ) __!�__ __E__,_,E_ E Ile, I� �2 �!_ - __,n__ III /K �j� - r -i;-- 4- ­­ 4 1pi- --T- 5 I �' / r - - 6 11r 1 2 1/2* -'Z'- __v_ 4 (too) Z-('jojjjW) 1X__1.___ Ir - - - 13z __ a 1/2- _i�_ ir -I- - 37 Ir - - 13; - Ir - - $:F_ — 1. i7w _1/2� _ Ir -�r- -T- _-Z - - ,� - - 1-0:-, �--;;i; _.__ 7_1 /_-_ ­- 112: -i 21-- -- __!_r_ -- __J�_ �_tTW­ ­­ 5_wr2t) . ,131, � ____ - 13, - ii.-l— 'r - ll� I . w u to, - li­ INSITTIOM) __T_ _21�__ __!3�_ Isr ____ I le 1 1,,I"* ___ 13" I 13" _ Ir __L;t!_ Is,- 121- ._ir_ 13* — ie 6 R11I.-C) Ir S' is' to t/2', 13' T r a t1V 7 1/2'.5 1/2- is'- 4 1/2' 6 (TOP) -,- _'Ir - __11!,_ - __!�j_ 8 i/4- - ' el 7W' _13* ./4,* i I P4: �_ff" - T6 1 F4-1 6 __ ---, _ - - - - 6 1/4, a 1/4' 6 ktim�) - - - 6 I e 8 I/*- 8 1/4- 8 1/4- /4 ' 6 I/*- 6 5 Ilf - - 6 1/4- A 1/4' 6 (BOIT.-) is- -r 1/2'1 13r ,y is, ' ter ,__ , ir o: ,I- 8' 1 is' 6 112* 1 OCIP) - �.$I-r To 6*--C* I __j 13' !I' IF to 177 is- * -6177 2 is- It 1/2-17 1/2- 5 1/2- Ir 4 112' 1 (TOP) ,W-Sl TO Ir-51 I 1 1. ! I /r is, i 31 ir '10 1/2' s_ 13" , __L _ 10 112 11 1/2' A' 13, 7- 1 (BOTTOM) . 13' 6 1/2' '�_ - � Y- __L_ is- I . _ � 1. - Is" '. to* 17 1/2' IX 6* I isorr&� - ir I 11r 13" 13, 13, I Ile _ , . . 1 is, te 11* a' I I, a t/1' 2 (TOP) Ly _; '. 13' 10 1/2' 13" _1.i� 6 1/2* ,2- -i -,/2* I 13r' 0 1/2' 7 I 2' - 5 IIV - IS' 4 i/e 2 (TOM - 1 r I vr 13" W . is* 10 112* . 12V S 10 11rI7 tj'1�5 11r 0, is, 2 (BOTTOM) 53� _ ly O r 1 vs, Ti�_ _ 2 Ir 9 IYT IQ t/2' 7 112.1 Ir 6 1/2* 2 MOTTOM) - . 13-1 i-W __ ". 13, = ",�J" - TE- " , i _i , � �L LO _ I . � I 0-1 Ir 1 - !:_ __ 13, __!�_ 7- ! OT) — , _ is, — 7- 7� ___ 13� - Ir I r '. 91, . /2 Ir 9 ,/2 . 10 I T Y-1-T­ m — - j_jT __ - =1/2� iFi---_-1115�; _W_ - _ li� /2' 12 1 - __F_ e "A. 5 ve 7 IJ2' _lL21 , . ,/S a 1/4-12 4" . __LA:_ 7_ , I '. 1/2* 0- 6 IL41 7 �Ilr 11-1 _/2, - ___ - - 6, I/ I- . 6 I Y' � = ilog - ___ :_ I - ­­ 12 $/2' 2 W__ � 6 1/4- /4 . TI/4- -V_a`C_t74F F9 � - -L - 40 ! (DOT —TOM) -,--- 7� r ir a Ile -;;- _w - i- _ 17F I ,e __ 4' __ 4 t/,II '!F�W -.--.- '. __ 4 (TOP) ir - -W " =_ —,r — -Ir - __� _Aj_.L1/2' 6. - w --= T— (Bol"O'D _r - --i- T-W -T3�- I =_ - -9- - a— -Ti�- =­ —v ­Ww---i­T12- 4 camium) Ir f- 71 —1/2- --73- 1-3 _�_3 ii-117i _I_r__jlO W I i7r —w ­i-3�- 7F- 5 CITIP) -T3�- 'i-i�F __­ -­tF- -TS-�- is- I 6" 15 f I �_r7 11�2r-j — 13r- ir I r -i--- ro 72 --I F 11-5-i-7-if, —1/2' o- Is- 7- b itV11 , Is, . 1 7' I, , I, I I. IS 1/2*1 15, 9 112* I /2' 7 1/2* _ ir I 11- (BOTTOM) w �4� ff* 13, 7' 6 CITOP) I I'D 15 P:r- 1-1 �,_,S_11_351 -i tjA- I 6 i 14 - i 5 1 14 -1 - I E, - " is l/f, Le (Doll-) - I - 16 1/4* 19 1/4* 1 6 1/4'I 6 1/4-1 - ! I - I - I - a I/ell I'lAlle (DOTT-)f I— - SM SIM it FM W4,0119 TYPE IS, SWAID FUT WSTAUAr" WO *000 FIVINE, WADOW . VOWIM VICTOR SPACITIM AND IANAAAI EM DISTANCE ARE VOCATIOD ON THIS SCHURSAL POST " LESS THAN I93KA= IN 50OULE RMLICE ANCHOR SPAONG BY WATftAW 110*040, 5�� ON MwAr vir THE POU."" r.mm MR I," OFLW04 TO K POSSOILE RUXICID S"4" TOSTIANED LF04G NICTOR SHALL Wt BE LESS TIVIN MIKKKA! SPACING INDICATED FOR 0404 ANCHOR �E M INIS SCHEDULE AWFIOR TIPE ... IC4 ! _ UPON _ _!/41. 1/41. _Y4. tlr-.- I Ile. - - - - 2w"w-SET . #E&LE IS rv,� zmvO_%%JN CILK-01 "WA ANCHOR SpWCm (b,) )_ 3 3 41 I ,,w 2 !!!! mmohwmou 01) � A I/21 r 11 3 I,& - 'k ONSTAMN09 "4 3 3 Vr - j 1/2. - 1%/2 3 ,jw --- � _ Amft am; PACTOIR I I I I I 1­17 I 1jr am #At __iSa I __ - - - - j - - 6 --- 2�,__ O�'m I - _ - _ ­�� - - -tia- I I � __ c zlz - iii - - , -I.&T � - I - __ ��__­_­ __­ -I,--- `5 - v - r __ - __ . __ - 1w__ - SPACNGS ONLY VALID WHEN SPACER?F IS ISM, SEE 11", A.S.D. I NESION LOADS & MAX_ PAWL LENGYM WHEN SPACER r" u1s, 0 .. � ,.. _ 1/4',p TAPWR EXmnVG PouREG ANCHOR 9 W`YX�_ '_ _&NCRETE OR 3p, CONCRETE BLOCK , REOL ... EO� I n - 1 - I , A � j 02, � rG m I t I'll a XSIO. DOM LOAD MAMUM PANEL I LENGTH 40 PSF OR LESS .1. "-,. > 40 PSF TO 50 PSF 61-2" > 50 PSF TO 60 PSF � 5*-10* - a WX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS Wl SOLID SET ANCHORS & W/ A SPACER AT 12 1/2' O.C, � JN_STALLA_TjQN DETAILS KID POURED QQNCHETE _AhjEL n1 EQR LIFE 5AFEIY P OR WNCRETE BLOCK STRUCTURES 1/4-0 TAPICON "ISIING POURIED 0 C AN04M 0 9 -OC� - - --CbN RM OR C KNOE BLOCK REOVIRED, l/4_#TAt:T!_____ __ _ URED ANCHOR 0 9 0,C . FaVID. " 'ONCROE "i"' ' L �` REQUIRED, - _-A , i ­4) ,- %-� - 11 - 2 ) ii I . C, ,, ) T___,-_,XI_., Zo1 Ex � I=I mww z am r-61 � I V MmL I PANEL LENGTH � ism EW&TION ON S14EET 12) "'W ��11'�' _1__,____JL_____! � 0, - � I I -AN 11P�_­zl; 1 �___1/4*0 TOCON � ANCHOR 0 A' OX, F ,_ EmmnNO POURED ,CONCRETE OR, -CONCRETE BLOCK REQUIRED, SMIML R-1 A 0 REGULAR PANE WAL6 MMGS I � P 01 i r � j_-1ZS**1w"m1'1TI � v wAx, I —1 PANEL �LENGTH i (SEE ELEVAIIONI - ------ - -1 ON SHEET 12) I ; � ­ : ; � � � � ; i i , � _� to61- � l I . I I ­0 I 0 a vr oc� � : I _. __. _1- ___ � ­­04 PCON 0 9* 0-01 3URED CONCRETE OR BLOC* REWRCY SIOE S"CiErtr I$ IS, 16 FIX ANWOTS Now Irm 11'r. __ ­1 ITPE, It SPACING MR INITTALIATIM ITI V6M" WOOD PRIME EASUMKCI omwm ANCHOR pm!"It$ " MIRMOM - — ;;�;i;�WAOM w 3 - "== - "' 04 T'n =,.( SCHEOL&F- FOR to, .rAm ON SCHEDULE ROOLICE ANCHOR SPACM I ___2__ I ADRISIL I= N111111a 1W FOAM Of MULIftYINO SPACM SIMIN ON SCHEOLAC BY THE F=0111ING FACTIDRIL FOR THIS OPERATION TO BE POSSIBLE, I Om REDUCED SWINK) W14M USING F&CM SNALL NOT SE LESS THANI ____ - _. __ allf _ii_ck_ 1­___mr________ _______2IT______ ~Aw spAcm morAlmoo FoR rAr* jrr micNiv WK ON THIS iicwtslw� ___ _,_­ __­ , ­__1­_­_­ I 4 w* ­­_ - I 1/4-0 TAPOON ED ANCHOR 0 .. 6.C-r- � I OR I . V= CONCRETE BLOCK In's REQUIRED, F It 11; i � � Q� � EG.4 ,�, I . I I— � I I I � I �� ���� 11 "; I � I �, - I , 1-1 I. - I I -, ,-. _J Z�` , 1, I � I __0 - 11� 1111`v'1­ . 1 , , 1 01 7 I � I 0 ; � tI`___ ( e IT 1 I/4`tI-XW 1 1 TO GLASS. I yr�*­2ftl' I ­ ­ r pals *ODD I � 11 "I--,-- _,%� !ad.o � _ .111:11 � =111�_Il , I � - I �._Y , - �y �­7 � -1 0 U 003PA, f ­___._­___111��111111 ,I---+--_ WFWTWNI� I �, I 1 tea. 00 r-,n � i I, IT " I I 11 i 9 Y '' I - I 11 ­­ .. I - I I I 1-1 IT I � I I *0 MAlIt, I I IV 94X ii I I PANEL Lvim, ,_ �, - ­ -_ ,---,L- - - (SEE ELEVATION It ' -, -- - � ----L.rl- - It- PANEL LENGTH - __ - .�,_A - I (SEE MVADD. V___ - I _­ [I I 1" I' UJIi, . . ON SHEET 12) II I ..... ... .-I ON SHOT IZ EPARATIOM ; � Ill - r__ I 11 T13 CLASS. I � : a I t k__ .__ " - I - - � i ._ci I � -ci 11 I - 5 1 L/2 ' 'X,I`Z� i i " �,i,`��,�,,, . �.. � � � �1;1'��l -+ � I., i 61 � " , - fA) � I : ,,, I � , � i .0 ­ , , I T v I � I , i 11 I I i I � � �, .111 � I I . I I I i I ; � I t I � . I I i I � I I I , I ­� _.___ - - 1 __ - i � - --- 1-11_1­1­ - I L EOC I I � Ec I - i6t - � - ,Aq"%rv9 L I - t ." - M& EOI - ­ .� ... � Sol . 1, - . t2 I, M. �1, � - I � I., , � : '., , � - I/ t : �- 1/4"O TAPCON I A=RT9� O.C, � AN 0 01 CC. _WWO RED CONCIRM OR NO PO CnEWOU BLOCK �, Wgnm a CONCRETE OR FrEOURED. PEOUIRED. S=QN _E_-2A 0 REGULAR PANELS 0 jffi�kn WALL MOUNTINGS MHNINI. SCALE 3/8-1" — INSTALL611-01i QUAILS FOR UFE MFET-Y PANEL - - IN10- WOOD STRUCTURES - I 1�;,_ I-----,- -­ �i � 11r! " I "' L" ` I " - ," L.m , ,,,171—,- ,:, 1, -, �!� _�, __ , T,,� �, ____ WOOD HEADER �_� � _ ,- ,- - - .�, , - _aoulm e, _ , - _=a1O1R I I , .,.� _� , l" ,� �, P - ----- 1 I I "�, ­, , - 11 I , �, � - ___ " I - . Y 1/4'0 TAPCIOj ­ ; , i _, � � , I I � ` `C , I , 4 ,,I ,j _ � . . ..1. , �j I ­X=10 e 0-cl, �, �� \ '� � � ,�, t z . __ L � ",. , � 1-1 I I �, , _ ) j� 1, 11 I I I I i � , � . I "I I I , I ;� , I � I .1 1 , �� - n2 .1j � �, � I 11 _C2. 4' � - �", 11(.6 , 1, 2080 d i , - J 1 � _'SE I 3 -I,/ . I i - - 11 I 1/4' 1� ,. I I � . 1/4 . . . � I �' .1. 1 i ___.__ , � I , I 11 i I " X_ , � . ­ . , - " . . . ., . .0_ ________, I i � I ,� . � I , 1 I � � � � r � i �� , . 2' , ;ti _`2 �I . I z ; �.�, , � I .� W.- I 11, , I mz,,,. , , p I i � I �, T I �' , - i � I 11 �� 1. I r ; ,,,�, _1 1. , - �' I ,� � - I , I L-4 i � .,: I I I ­ "12 ; I (D I I : " - i I � A I - .Z., Z . � I � - I j A �� I - t - - � -11, 'tE 11 11 _­ - ,- ., L I �el I 1XI"1Iq C_. .0 f I . , � � ,�­�-,F, �� �� � - �, , r I ""Ir I! �F -,I-, 11 Ir � =-.n-., LAS -1 � c 11 (I,( I a I v MAX. V_A_ __ , ___. __1, "L* Mm. IL­­­��__ - / J[ " --A '. PANEL LENGTH - 0 � PAREL LENGTH I i 11 I (SEE ELEVATION 11 t ISM ELEVATION ON SHM 12) . 11 I "_,____,_ -I--,--- ­ � ON SHEET 12) -----T,- � ____ -i 11 T . a I � , I 9 I t it I i I 11 ATI, I i 4�_ T�_­_­ _­j�­ ­1 ­ I �-SEPAR�-hON- - I � , , _ _ (-V ' " I* " - " l � 0 I. - I 0 ARATION I- I 01 � I I t n fi GLASS� I I i �2 J, Ir - . r I I— -0 I 1', , __@ � I ,. I I ' ' f__ - I , � - - 1 . allt am : & "I ',--- ! Saw= 1 E41 .... � __ .- I I r� ----I- -_ I 11 I 1�1 - -- . z I I k E� ", --I - � - . I I , -_-------I I -,, I - ___ T____ , , 1_� _� t_ I I i - L, - - i `­__T____ __ � 1 2,x4* . . . . . . ��� -, I T PlAn I � g I � I, � i � � I . REQUIRED !� REQUIRED I . � �, � , � !1. " � _,=PANELMAX PLOS ,�- � L'--, � � , - 1 1/4-0 PAHELMATE PLUS I ­ I ­,­ , [ , : � � a 0 12 Ile O& '11, I � I I , �, - . � I ! ANCHOR 0 12 1/:r O.C. 11 11 �� I � 1 � � i �� � , � � I ! ,, " ,� � � � � � � , I I I � I � 1 , l i �1, � . � I I ,_ � , ,-, � I. � - 4' A � , � I -, � 11 -.1 __ _�;�,_ - � ­_'1___ ­_ I . in HNINR_ A EMLLS %, "0010111101". NOS '40, jk IL T14j , ", ....... / ,.%, dl� I- �;., .� ',>CE `%A, *. 1. � !� /�*, 16*7 *. I FLORIDA BUILDING CODE (Non High Velocity IRWu orte lone)l = *: :erz a2m III � - I.P. _�_ 1 ". * . __ 24 CASE GALVAN L S70RM PAN = .. . IUD STEE EL I� INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D� ? .0 . STATE OF I,'. x OTARN S"� - 1;, -p ,. .z f I " 6=�,- f 5-..- �= - —�_ ' DESIGN PRESSURE RATINGS (p.s,f) AND PANEL %, , * -, —, / 11LIEC011eic \ GLOBAL PROTEMON IMODUM. LLC. OLTE,- f�?.�ev LENGTHS AS PER ELEVATION ON SHEET 12. . 2, FOR NEV WOOD FRAME CONSTRUCTION: WOOD Llk� TuuT TEwnNo a rimplittvitwo, 60upiml NOW Sm, 6, 114"r I Aicli� ,, I-P-> - Wffilr� A. 3C314 � " II� SPECIFIC "I _=* PI mc ("wm 5W I..-, (04)S"�797 20-175 PINE No I Initito e, .At MEMBERS To BE SOUTHERN 2. W/ . - OM17Y OF 0.55 OR EQUAL 14-1" -.I — I- � aw"a - , - , I — I - PI, SIOLAIG"ItwxIbm lall, px� - fill is of it I w-m- a a "w !�, � TIM ! ! __ ­­__1___m ..�� m CD a) c- U) _0 —cu > C D c- -*--& 0 -a L_ a) a) L_ D_ o c o 2 C .- cm CZ -*--A 0 -0 a) -ItZ 0- w . a) -4- = a) = -0 0 Cu 0 -cu -0 -= , Fn -0 a " L_ -2 a) CU L.- 0 .0 -4.- %%j u__ ..'_ — CU > .u) cn -0 W c- L_ - a) m L_ 0 0- !E �_ Cu.) -0 40- c ._ J1.2 C/) c- < L� 4 z z w mi cn , cl%j C=) " t� 00 .2 - �,_ �= e"IIIIII, LAj CXO- A= _= ,:.i CL C�.C=:, T_-,�`, .cz = C_.,c"5k A>< .: : . - . ILA_Q ,;; = . - .G Cc .� 4= - ,,,,, -m IIIIII .= � 0, , -Cx 2 C24 zc � . Zt .2 , - - Cu :�c . cu = .2� .� , _= w 5 i = 4) c, Ix 8 - = :5 -< .- _ �I: �: m m a) -.2 .� - Cu _= C.) CD .!= CD ,:: . - C= 2 cm .= ONI,, in 'CL X2 = E -2 CS r-L L.) cn L. W (1) c: m 0 L. L. = Lu � < 2-7 z < _j 0- 4­0 (1) Q) c— U) cu > 0 L_ CL 0_ < L) =3 0 0 L_ a— (1) U) m rn SHEET NO. SH 1 .4, _1110i/18, mW/18 AKHORS __fSFE SECTION EZI & ALTERNATIVE EZIW ON SHEET Is) - I' Min. I' Mim. .-*ISIE I C9)(SEE NOTE 2) NOTE 3/1a-f ALUMINUM Ilop RIVET LAST PANCL(5) M INSTALLED AT EACH O-ENING S�iALL ALWAYS 8 N INTENDED _t PROVIDED W1 BEAR HANDLE TO FACILITATE I STALIATION IT' TO BE INSTAUED FROM INSIDE OF STRUCTURE, 4 A, � MR, PANEL NOTES -d LJ_ OF 'L' T _r_1­1'_0i-T_r­ (I), ffiNiLT&L2 E-Z HANG STORM PANEL SYSTEM (ENO PANEQ f (1NTrRfOR PANE �IN FOOR PANEL) 1 WERIOR PANEL) (END Plv�fl.) STIN, 1, FRACKS TOP & BOTTOM SEE NOTE S 21 11 4 END PANELS SHA) L CONNECTED TO BOTTOM IRACK SEE NOTES 2, OTHCPNASE� W(W-111E M. A STOP L BE MAUFD AT TOP OF SQCH PAN III 4/0- LEK Aoo hl* � a 0). PANELS ARIE COIOCCIIED TO BOTTOM TRACK, CONNFCItON IST Or y/4'0-20.3/4* N07S_ W/ YONG L SMALL CCOM PANEIS W/ 1144-20-1- NUT OR 1/4'00/4' Min- 7i,,UNBSCREW INTO TAPPED BOTTOM 'RoLTED SS BELTS WI@ 0 Ek OVEARAP TRACK. LOCATION OF FASTENERS MAY BE Al EITHER OF TWO LCAELE) AT F END PANEL. SIECT�ONS 05 Al EXTERIOR FL FLANGES OF E J­ -t -L or N'4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM _T TRACK (IS. A S70P BAIR IS ONLY USED AT AT LEAST TWO T PANELS SMALL BE CONNECTED TO BOTTOM USING SPECS it f I F_ 1- 1 - 1-i--- I I I '7 -0 ON NOTE AS, F�4H—T,., I I if INDICATE DVE. IN SUCH CASE, CONNECMN OF 1_,L_J_J_Ll_JL_J_J_L _J J J L 1- J _J PANELS 10 BOTTOM TRACK Mkf OCCUR AT ANY PANEL LOCATION. SEE Non L_ SEE ut, t INSTALLATIONS ONLY VALID FOR vANo i I I NOTE SPEED UP TO i7D p.q. ANCHOPE �SU SECTICIN E2 V A, ALTERNATIVE EZiW ON SAIIET IS)_ - - - -_ TYPICAL ELEVATIQN EOR $ERIES 2000 E-Z HANQ STORM IPME (1) MOEM M SCALE: 2sS7,(MUE 04" 1/-- -1 *HOLE vkirf) 7 7`7 72= MAIL CAP SECTION A —A 00111 if SCALE, 3/32'=T' EN FLORIDA allILDING COOE_(Non High Velocity Hur cam, Zone) Ni 44167 Z4 "M GALVANIZED STEEL STORM PA14EL DWI S`, STATE�0 GLOBAL PROTECTION PRODUCTS, LLC. Any, 4600 SV" il STRET I'm 20-175 H1=1-:J1. E1NGlf\IEE9ING Et,4GiNrz.E:Rlimi3 ExPRE:j3so PRODUCT EVALUATION RF-PORT September 15, 2020 Application Number, 17059,1 - R2 EX Project Numbef� Z"1543 PToduclMarfulsolurer, All American Shutters and Glass Manufacturer Address., iWDomOsRoad West Palm Beach, Fl. 33409 Product NanI Dewriptiow 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 Buittling Commission) Rule Chapter 51,320-3,005. FAC.. for statewide acceptance pet Method i(d). The product noted above has been tested and/or evaluated assurminarized herein to show compliance with the Florida RuMnig Code Seventh Edition 026) and 1% forlhe purpose intended, at least equivalent to that Required by the Code, R"valustion oftifis product shelf be required following patllnerill Florida Building Code modificaflans, or revisions, Substantiating Data: . PR0DVQJF_YAWAMNR9CVjeJbaS EX drawing #20-31W fified'24ge Galvanized Steel Storm Panels (HVHZ & Non4+VHZ)% sheets I-S, prepared by Engineering Express. signed & sealed by Frank Sennardo, P,E. is an integital part ofthis Evaluation Report. . TEST REIPONRTS Uniform static structural performarace has been tested in accordance with TAB 202 lost standards per test reportis) #BT-ASG-17-001 by Blackwallar Tesling, Inc. Large rnissile, Impact resistance and cyclic loading performance has been tested in accordance, With TAS 201 and TAB 203 test standards par test report(s) #BT-ASG-1 7-001 by Biackwater Testing. Inc, . $11�UCTURALEkOINEERINGCALCULA71ONS Structural engineering calculations have been prepared which evaluate the product based an comparative and/or rational analysis to qually the following design ctiteria: 1. Maximum Allowable Spans 2. MirrimumAllowableSpars 3, Minimum Glass Separation 4. Anchor Spacing 160 SW 12'- AvErYuE SUITE 106, DeEarIELO BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAIPPENGINFE RING EXPRESS. CON ENGIN EE AINGEXPAESS.CQM ENGINEEPING Page 2 or-2 All American Shutfivirs and Glass - 24ga Uvanized Steel Storm Panels No 33% increase in allowable strew has been used In the design of this product - Separation from glazing Is not required for Installations outside of wind zone 4 and essetrittial facilities, Impact Resistance: Larina=Resistame has been demonstrated as evidenced In previously Isted tettleport(s), and is accou In the engineering design at this produci, Wnd Load Resistance This product has been designed to resist wind loads as indicated In the span s0edulats) on the respective Product Evaluation Document (i.e, engineering drawing), Installation This product shag be Installed in strict compliance with Its respective Product Evaluation Document (I a anginsering dravang). along with all components noted therein, Product components shelf be of the material specified In that producfs respective Product Evaluation Document (i.e. enigmaering drawing). 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 heroin, All supporting host structures shall be designed to mist all Superimposed leads and shall be at a material Wad in this product's respective anchor schedule, Host structure coodillians which are not accounted for In this preduct's riespecOve anchor schedule shall be designed Won a sits -specific basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion. contamination, and other such damage at all times. This Product has been designed for use Within and outside The Kgh Velocity Hurricane Zone (HVHZ), Respectfully, I"- UomlardoL PE EN13INF-ERING EXPRESSIR JrPffr(146541� I Cerl Audi, 980 160 SW 12'" AvENUt SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAr4@EmGtNEERiNcE%PREss.com EnGiNEeAiuGExPREss.cQm ­U 1r1W 1 71, 21 all, A-, T" 10 Lit R f /0 Oi, LEI _0 I.N.- IT All Fl. LU FM�W_�- H=W! �u MON T IEV LA a UJI All e� _V !ni ;,,P 20-31543 V r-F I 02� INUALLAD9N DEJAILS FOR 5,ERID 2900 E—Z [JANG MRM PANVa INIQ PQURE CON-0919 MCK AND W090 STRUCIURES TAIPCON 40 CONCRETE BLOCK ANCHOR 0 Il- O-C. REQUIRED. 1/4-0 TAPCON HEX HEAD WK 1' Ha WAD TV ANCHOR 0 111* 04:' FROM EDGE OF EDGE OF L sS BOLTS W If -4 R."IEPARNIRON 4 11 PAM, TO CLASS, UM POP -.3611 ;1.11 ExSv%4—SEPAFWION is RIVET If POP -Cl I RWT GEN TO OLA$S. a.'or MAIL, wly M. esnEE LENGTH I PANEL LENGTH -01 I To GLASS. -10 W__--SEPAPATfOfv­ UNGISCREW BOX To 0% 0 GLASS. OF or V THUMBSCREW DO. I 17APWN ANCHOR _,JJ4'0 10 12 O.0 t/4-0 TAfRCONN 2 Wow ANCHOR REQUIRED CONCRETE amit E'WI WALL kWHOG ALWHAM Ul!ff SCALE 3/8-1- SCALE 3/8-1- FLORIDA BUILDING CODE (Non High Velocity Hu carm Z*TI Ei.441 24 GAGE GALVANIZED STEEL StORM PANEL I INSTALLATION ARE ONLY VAUD FOR MAX. ILS.D. DESIGN PRESSURE RATING +/- 40.0 p.s.f. AND fi'-O' MAX I 'I - , > ----\ SIAT GLOBAL PROTECTION PRODUCTS. U.C. PANEI_ LENGTK TT LrEco. 4 UIOP I 1 FOR NEW WOOD FRAME CONSTRUCTION: WOW TULIT TWING a Von .* !U- - - CAVIL R, 334P. 20-175 MEMBERS TO BE SOUTHERN FINE No 2, W1 SPECIFIC OR."4 M, DENS" OF 0,5B OR EOUAL, Avon" - -I--- - ru"'Pt WkIlm1w EN.L1141 All % ason, Is o, Nt 191.=.= 9- a Elm ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ� ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAWLE PANEL' (4VRZ, WIND ZONE 4 & EsifirnAl fACILITIFZi ALLOWASLf INSI UATIONSLY.Si INSTAUATIONSIUREATER 5PANt0w,J TItAN 3W ABOVE GRADE flIA143VACOWGRAVE, -IEOULES WFIH NEGATIVE ALLOWABLE STORM PANEL ACCMABLEFOR USE WITH S THAN OR EQUAL TO )AGE. iRS' ARE STUDS USED IN ALL MOUN71NU __ — - - I � 11 - I - � - - I - - - - — I L SI SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO Be PROTECTSM 2- SCHEDULE iSAISQUIRED FOR USE WITH POSITIVE IOADS ONLY, INT&POU&ITON BETWEEN LOADS Is ACCEPTABLE, OTHERWISE USE NW HIGHER LOAD 3. FOR INSTALLATIONS OUTSIDE OF THE HVRIZ AND OUTSIDE OF ESSENTIAL FACULEITESIN ASTM WIND ZONES I THROUGH 3. THt GLASS SEPARATION SCHEDULE IS NOT REWIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPE14ING IS REOUJRED� MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NCITED IN DESIGN DESIGN N0TES: SCHEDULES PMTIVE AND NEGATIVE DWGN PRESSURIESCAUCULA. D R FOR,US�,P,ITHIHM'SY,ST.EM:SH�L,VE DETERMINED Re 9EPAPAT , ENG 0 � ,AMRINe IN AC(0. ANCE WITH,THE 0 VEF9NG C E EMEr SCHAPTIF I I HR tNHFD �1' PROURE RYPUIECE A&D _R 0 )A CE i6og,cl: FMABUIN4 C 10 4E THAN A AgZ, AS �ALUES LISTED HkREIN FOP. ANY 114 BEEN USED IN THE NECT IALL BE RESPONSIBLE ICE DESIGN WHICH �R, ALL at Kkjumv At MAMMUM TESTED F, 9-1 C R`Tg "'NO Nu ' "E" "ALL" O'D C " A '5 N ' V "I ALLO CR`TEAAO " 0 _C� ILS 11 ER Al" QTDCT UL 6 RONS"L T LILATE OR IR A�a E 0 'Ns ELECIR, E. BE F T—L. To RREVENT ETO A__ I-E 1-- 0 IGN AS OW ONLY LEE OF --a EYCONTRA7�i_, 11 'Ally) - _NN.m" __V_ A' H M -_BE_ ". A_ N AMA.- , I- LF ". B C U RESU L G �.. A EREC ON N 'PACTU'ESSIFYOREFFHAT D7 EK �;11_1 FE'S F ERT EP A111 _._. ROPI "tU A _GE .1 STATE Ev C, __7 N - 7 R. I I. ATI.- A. It I, N ACC.AIAL C. Tt R A E, �No ARE fi 0 0 7. PA 5 , A1_LaE RE RE 2R7rqAnMINNR1UM OF (1) LABEL v PE C PER E i 1E - NIN.Itle L Y ­­R­T­! L E I E AND E7 T L C F 1, S Zoe 5 205 AP 0 9 RcVALNUMEEA I visit FcAlLamaiS43 FOR U-- 3-� FI- DZ�JIPT , "3 5 MINIMUM ALLOWABLE SPAN SCHEPULE z� TOP MOUNT Head.' U, a,d.W,Lr H-d. 0" 0' IT' 2r W 2r 2r 0' 2C 2T 26- a —VP.d� T OF 0, 2r 74- 2r 27 2r IT 211, zT 16" 2.54ftPlAncM ZX 2T 2r It" 317' 31- Ir 3(r 2r 3T 11' 33' 1 wki.,AI'rT,6.k 24' 24" 24' YY AV 'mT W -AV 3(F 53' 1 W 2V 25' at- Sr 7W -W _W _29- _0� S" SW 8ne Wit M.Aq 22' ;6f 7F — — — 1Z,- — — r 45p:- f zr Z, 2, 1W Ar so, _37- f"T"01 14 OF 41�5 0' i, PI ­�D-k tu 1), QW, ONAL INTERIOR FASTENING DETAIL 3 �!q� q J4- 8 LU H --l-2 990 2 1256" 1! 0 L4 0. T Is TYP T a-, 25a, 2o001 ood� TYR -i"i 011,Nt�l 2. DUILO-EE -1.380" MAX. 0.3651, sn" & , I 2.5OD' PANEL COVER. RI3 LM 11 57V PANELLENOP � � F:;� AT BE T_ Typ T11 _oDso, T_ 11 1" S ED 4.'s, C 0, SULO-MY 'r' TRACK "T P 7" ANQUP-. MAO in -Ac' U2131 (D a 37 oivl�- _T tillt. Aft 0:, r ANGUE -36K mixq= I CD OVE LAF .1if" I - __\ -,.- M., 7 4" NAk, tOJ1flSR CLOAURS DETAIL. MAX, _'U Ed U.1 STANCE lit EMBED OVERLAP .25. MAN ILI —I. 26-1.1- D 7 C IT ANCHOR SPACING 24 GAUGE PAWLS; PANEL FASTENER% SCHEDULE' 2JIr EDGE DICSTANCE 0 12.5" OC, 10 4 'A to -C4, C, 4 5Z rZ 12.5. 1. 51' 'J, E­ 12,5' 160, iz ry, I�Ial p- ISO' 115,a' 14,7" 7.5- �9- SO* i�_51� IZ,5" IZ.V' 12.1' -M-1 16.0" 16�0" i6B" 7's. ISM" 8�±, 14.7" 6.13" 14.7" BO` 14,7" D-11" 12,5" �2 T, 12,5- 12, V' 1Z 5'� 16.Q- JE4­ 6,7­ 36�0- IC7 V" 15,W' 14-7 - d D"I 11 X i Vr Cmon� 33 41. 48 5Z 111511 i�511 I�I'5" 16LY. 16,0­ 36.9 14.1" i6lul 1LO, 1,CW 164" gs,� 10.11, &1 71F, 6.41, s.4. lz,5!� — 12'r 12 5. �Z.s 16o" 6 LIS, ; I&W, i2,L" 7,9'1 BPI 5.6"1 11, 1.� 9,6" $E" 125, %2.5, 12 12,5" iaD- Joe*, 'i.2-1 14.01 917" 501 I 3" $40, SO' 46"1 1/4.. � I-1w mnm T711 TAP cPB,rFAS­ 41 419 I 'i TZ 3a I N1 "I 4� Int 49� 7� 121�1 =1 =2 R; 11 � R 1,;5" tilvl 17,!1" tl�g' 7F�v, IF.0 1 164" 15.11, 111,$` J6,c' L.41' Viol 1015, ISOII B.6" ts.d 154 yivi 12.51 1,2;V TIF F 12,51 S.V' SZ5I' 1$�V L6 0 16 � 0 " ISW, 1111, I - Z T' III'. 9. aa 911" 9AII 51 6.01, EV 44 4.0 ", 4-1. CV' 4,& IZ1511 12. 5` 1215" 12, 5" 191p, ri511 6125- 1_. SIV- ISIVII 3012" 16, 91r* 1611VI a. 9.i� 'S 5'3 '4_ar' "'.. 12,3 4,7" 4 �r 4.r 4,M 0 z U) LU off INNE MIN OEM ANCHOR NOT ES I ANCHOR SCHEDULE APPLIES TO ALL PRODUC78 CERTIFIED HEREIN, BUTONLY PROVIDES MIMOM INABLEANctioRSAAcm MAXIMEMALLPWAEILESPANSAND PU-.SVRLS INDICATED N AN LESHALLAPPLY, I Ell TER. IN SH k BE SPAN G In T P MEE CONNECTIONITYPE WED ON APPROPRIATE MOUNTING CONDIIt ON (SEE MOUNTING DETAILS ON 3, 'PANEL FASTTERSI'ARE8TUDS USED IN ZDNJ NCT;ON WITH ALL MOUNTING EMUSIONS P�-T ICK,STUDDED ANGLE, ETC) IJSE6_ZVC.0 PANEL FA5FMN5R SPACING TABLE VALUES MR CHOIISSHA4REINSTALLi6lN'ACCORDA�CEWr��IMANUFACrUP.ETZ$'P.ECOMME-NOATIONS 5, HO LOW BLOCK HEIST STRUCTVRE�HALLC-ONFORM TOASTM COO, BLOCK 6� M MIUM EMBEDMENT $HALL BE AS44CITEDIN ANCHOR SCHEDULE 7 MUM EMBEDMENT AND EDGE DISTA N(�� *KCLU DES5TYCO1 V6AM. BPUCK� AND It rHER WALL FINISH WALL F1141SHES SHALL BE LIMIT15011D E/4" MAX�ORSHAULBE VERIFIED BY OrHIFRETO ADEQUATELY TRANSFER 40AQS,r0 HOST STRUCTURE - I% CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACXtO CONCRETE ONLY, 9. WHERE EXISTIAqSTRUCTURELSWOO FRAMING, EXISTING CONDITIONS MAY VARY, TeLD VERIFYIT iATFASTENE�$,AF�±INTOADt��UATPWOObft�MINGMEMBER,9,M)TPLYWOOD� FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CEO% BE PIECES� WHERE ANCHOA3 FASTEN TO 14411ROW FAd OF STUD fRAMIJI Y§*T1!NER S HALL BE LOCATED IN C,t,,.NTER. OF NOMINAL 2' X 4' 1 MIMI %7 COD 1TU D ()'�` EOG E D167ANCE IS ACCEPTA13LE FOR. WOOD FUMING), WOOD STU D14-ALL BE -SMTHEPN PINE� G=0­55 OR GREATER DEN$FTY. LAG SCREW SHALL HAVE PHTLIJPS PAN 14EAD OR FfV HEAM 11 REMOVABLE A ORS ARE- DEWALT PANELMATE, ALL-POUTM SOLID-SIET 8L BRA55 BUSHING� L2� MACHVYESCR"EVCa�� $HALL RAVE If2'MINIMLJM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN i-CEA11, TRUSS HEAD, OR WAFER HEAD (SIDEWALK SC17) U_N:0_ 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EYCLUDES STUCCO OP. OTHER WALLFINISHES. 1-4, 00 DESIGNATES ANCHOR CONOTTIONS W11101ARE NOT ACCEPTABLE USES, 1.5 * DIRECT MOUNTING CX)NDETIONS- IE. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE W17H THE ANCHOR SCHEDULES LISTEGON THIS SVEET. V/W1/11;19W///r/y////M//11/y N 9/10mN �w rfflffl_90/701N�11 Kim OMMIMMKM M Ake EM MMIUMEMENEM NNNNENT.0, wo.'"MRIMN 20-31S43 VERTICALMOUNT ELEVATION /T'N (NOTCHEO PANELS) \.V NTS, ELEVATION 9ffl0N L EIGRESS PANEL DETAIL M IOT, .lUCIR P., :.I.r 9ffl0N L EIGRESS PANEL DETAIL M IOT, .lUCIR P., :.I.r > 0 2 Cn t::: 0 0 0 n- = = 0 .0 -6-0 U_ 0 Cn E 4.� M M -0 110- .= -4-- W Ca - < Coll, C14 lt_�a C1141 co C%J Li. 12L. W CNI Cm cc C`4 W CL, C cc -0 CJ CU C* a: ZJ Cn �4_, (D C(:L-) -4--1 U) > 0 0 U) LU _J a - SHEET NO. SH 1.5.