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Home My WebLink About36496 Flats St3 a IQ LO CV LO L0 B �o J N i :c r- N L0 c� 311 Q N g I N chi c a N N 0 G 9 is t� N N N a� 0 a M N N A S a �i 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 Flr. 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 or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Altemate 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 Galv. 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 Bat. Bottom GT or G.T. Girder Truss SD or SO. 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) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO 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 K/Wall 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 WOW 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 UNO 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 wl With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC 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) WDW 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. Mr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. IL ENNARe� 2575 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ers h O h 0 - nm Ao N L7 C r 47 =1• � � ' E +" C s 0 3 `? =d=a ��.L 7, N O-� C o d• U U J tenham( f �. , •. o F , .� 7rfifii191 N0 j' C� (y 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. t» S8 S d6 8 r rI M Y LL J N GL LL J LL d w LL Z = M a a 11 0 of ror� 0 W �rnm m LL LL Z � M Ci Q J N OU � v W on v z z � z Q � W i N z 0,., t/f c d s w M " Eg =_Q CL a E goo x 0� Z r9 �� az az � Y g0 Z ¢" W o oLL g O � Y �I� Illlllllll� a O r\ J LO a LO M J LO LO LO T U) m T CIO LO LO to 0 rn N LO CV to to 04 E M M y T Z M E a3 a U 0 ¢ p JOB NO : 23-00524 SCALE : • AS NOTED SHEET NO. C S 4 TYP @ 2 STORY J H.B.t S6 (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 7 8 III I I 11101111111 il III I I 1110111 loll 114 1111101111 W11111111111111111 10111111111111111011111111 Im I I I I I I 1GG I AC PAD AC PAD r UP I I I I I S3 - 16R I I I I I Jil I I 1 I9 1 1 21 31 41 00 - FLOOR G.T. 10 42" SLOPING o 11 FAMILY ROOM HALF WALL 12 (3) 2X4 #2 SPF co I 00 M IW o0 N - 8'-8" FLAT CLG. WI (3)16d I> 1 CARPET TOENAILS @ VV-- PD FLEX I BASE 8 - LA T CLG la O = GG T E 4 8'-8" FLAT CLG. I� O cn S3 FLOG ' G. v CARPET Ix1 p I �` M N - - - PLUMBING LINE O I Ow _ N , 1 _ TO SECOND " I J � , X ILL -SH FLOOR I I 7----- Y r ----_-_-_-_-_-_-_- ---HDRAT7'-4" i n 2068 B.F. 1 = 16-41" 7� 3 -$" 3'-8"W 3'-6" 6-0" 4'-2" -I ZD M I if S6 (3) 2X4 #2 SPF W/ � I _ 1 FOYER Y - q TYP @ 2 STORY (3)16d TOENAILS @ �0101 001 fD 8'-8" FLAT CLG. I 3 68 BASE O O O TILELi LL LL W.H. (3) 2X4 #2 SPF W/ r 4 (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS N N (3)16d TOENAILS S3 @ BASE N @BASE 0 I------ -- --- D o 0 2-15" BUILDER TO PROVIDE j S3 I I o DINING ROOM WHEN REQUIREAPPLIANCE OD PERIOFBC ' ' ENTRY I I I � PATIO B'-BCAFLAT RPET LG I I I $'-8" A FT CLG. _; 2 CAR GARAGE 8'-8" FLAT CLG. AFF I I I I I 4'-0" 6'-2" 6-6" 4'-10" 20'-6" I I I I o I I IS n = I EDGE OF SLAB 2"' oNa------- I I L L------- sa-- 3I _ BEYOND WALL I O I lls &,-D QI I_ ---' CC I I Ij I I I I I O Ia b I I IPo a - -' co KITCHEN I I I - 8'-8" FLAT CLG. r• TILE - H1 I I 1 I I I _ , LE - 2868 4'-8" I I I 12'-8"00 I I I -- - 2668 B.F. 2x6 WALL I K I 1 S4 I I I L- -z-- z� - OPT. PANTRY - - VERIFY LOCATION L____________ -- -- --- Q' 16" DEEP _ S3 ELECTRICAL PANEL iv N 5-SH - N (4 S6 TYP @ 2 STORY VERIFY METER LOCATION WITH BUILDER 15'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE HS (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25} S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20X72 184X714 S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 381 26 x 374 S.H. 1 H4 271 X 501 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 JX 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST 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 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 �B +29.7 / -39.7 �C +28.3 / -30.8 © +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SIN SHEET HH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 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" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 1 1 N o N N W d� T LLI CL M C f0 V N - CM ac N_ C LA- d ev c N N .n„om Q N � c' io d m a . u d c E Cc c 4 -OWN 41, Y ... NS O G r.�faOFESS,O To the best of the Engineer's knowledge, information and belief, the structural plans and specificatlons oontalned within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g S8 C ai .,-� ANO a Ok LL ej CM QLLLL I . t Z CILLa -erno a p 0 MW M N Z d ZW ❑❑ 04Q Q J N N 1 M ''finn VCC V O T, W � �0 N o L a a W Q Ul M LJ_ O Z Z Q } V a� 4 E �® oa 00 Z R �20ou DU m� ? z-, z�°� Jb ybQw Fwo o W 4z m a �0 fY k a sd U? LO LCL m � Q Imo,, d' co LO LO Cr r M 00 tz LC) T 0 0) �I a M O iL i7 0) N (V Q iz� r E N c :3yy fh T z C E O a. 0 � ¢ o _J JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. 1.1 3 v •a u� ry CV J N g I N a r- LO Lin t' (n 0 J N N (n i"- Q N S 9 is LZ 0 a i N N N iv 0 a M O '4 \ 0 0 c d REFER TO SHEET (ST) FOR MORE INFORMATION rMal W, 0 c0 00 16 15 2x6 14 SLOPED CEILING TO MAINTAIN 7'-5" 13 HEADER HEIGHT 12 I U 2x8 #2 SYP JOISTS @ LANDING 11 @ 16" O.C. w/ SIMPSC N A35 a CLIP OR LUS26 HANGER TO 10 LEDGER U I O 2xl2 HDR. w/ (3) 2x ST DS AT g "PLYWOOD @ EA. END FOR BEARING LANDING 8 STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 7 6 1 x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD 5 CONT. A& @ 16" O.C. HANDRAIL ti, 4\ ,3 I THRUST BLOCK SECURED TO REFER TO SHEET (ST) FOR SLAB w/ 1/4"X31/2" TAPCONS MORE INFORMATION @ 16" O.C. J a I I I I I I II J IIcz7 S6 c T TYP @ 2 STORY 411 1 5 1 1 1 I9 1 1 L 10 r I 1 0 0 11 _ _ 11 - - I 1 ROOF G.T. - 14 - -isim. LO 4 H2 H3 6 15 II 1 LOFT D2 - -_ D2 _ 16 OWNERS R.A.G. ?6 8'-0" FLAT CLG. 1 CARPET FC03 3'-71" 7.1 14'-8" %= 4 -01 1 2 8'-0" FLAT CLG. in ` I - - - - - - CLJ 31_ 11 1-g211 CARP1QW' '-1011 51411 21611 1 DRYER ENT THROUG w/ I 3.5" x 5.25" ROOF 2868 PL 1.8 E _ - FB = 2900 I u �o 'h= to I I LAU N I 3 D2 • m- m a I a O . 11 CL I li 0 FLAT I r I 00 = TILE �j o 00 - ro ---__ r3t-xQZ 3 �� o� = - ------� 'O i AT 1 I o a I ATTIC I 4�rg5 3 I BEDROOM 2 EXT. WALL TO BE 2x4 #2 T 24fi8 8'!' FLAT LI C NSON 28 8 - 8'-0" FLAT CLG. SPF STUD @ BOX CARPET to _ I 16" O.C. -.. I HU = oawc w LO N 6 iv U.N.O. 4 0 5'' 101. ° 6'-1 Q 5'-4" 2-4z' u? 13'-711 H1 D2 ' M - 266 r R&S ------------- FIBERGLA I LP SURROUN TB - 00 a L, -1 2668 60"X36" -----.--- w Z 00 2.31 - SHOWER _ �o w co Z19 �'CD N N M � N f 4068 B.F. O N J 4068 B.F.- 31_ 2 S6 N 00 ^ I I TYP @ 2 STCRY 61-521, (cDo tr 04 AY" 4'-2 2' - 'i- G 0 71 1 /111 r T 13'-0" 00 5,51 11'4" I 1 ROOF G.T. � 1 " GTC3 k TILL= N ¢ c�7 N H2 G1 D2 I W.I.C. I I BEDROOM 3 18'-0" FLAT CL . I B DROOM 4 TP 8'-0" FLAT CLG. _ _' -_ CARPET C° I I TYP @ 2 STORY 8'-0" FLAT CLG. I J CARPET CC L-----EGRESS SURROUN R&S 25 SHO 6 H1 D2 TYP @ CORNERS U.N.O. 2 'I-, STAIR CALCULATIONS: TOTAL RISE =10'-0 314" (16) RISERS AT 7 9/16" 10" TREADS wl 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 Inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosing*: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9116 Inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate In newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guam's shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 Inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and anv soffits protected on the enclosed side with 1/2-inch avpsum board. SIN T SIN CONT. HANDRAIL RETURN TO WALL DETAIL. ASCALE: NTS SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REC'D77 ENERAL F OOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING ° @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 () 3 MP34 OR LUS26 HANGER ON STRINGERS w/ EA. SIDE SIMPSON A35/USP MP34 CLIP TO o z MASONRY OR WOOD WALL, FLOOR SYSTEM OR ¢ SEE PLAN LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY (2) 2x MDR. WALL) CONTINUOUS LEDGER REQ'D @ END OF o_ w w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR Lu TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 I I8 (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 } X 25 J S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38} 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 364 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 i S.H. 33 54 X 38 } 52 J X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 } X 62 � S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. iCI1T6 REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-01, 2x4 SYP #2 16" O.C. *�>9'-0" SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" Q.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - SECOND FLOOR PLAN - ELEV-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 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. I R302. shall not I to The wall separation provisions of Table 6 s a apply t the adjacent dwelling unit garage walls that are perpendicularo i e g wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 �B +29.7 / -39.7 CC +28.3 / -30.8 D +28.3 / -37.0 0E +26.6 / -29.1 ( +26.6 / -33.5 G SN SHEET �H SEE SN SHEET i140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND i111111111I'l111111�111 MASONRY I i i TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Al "I FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 2584 427 35 3046 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE I LIVING) R-11/R-13 KRAFT FACED a•� N N O N � dLW C W CD ci a a• o IO V N m N 9 N L N O y N Q N Y CJ N a' C c a z c 3 rt, ao .a ? er c E O 1 p- U ��;a��le1llilt►V N � 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, to a N el 04 tir Q M LL gLLU- LL _ 0. 2 a O W R�yco OW A W Z m w co Z u" O ca,CIL 3 W 013 C N � - d N V I -_ � - LLJ 0 V) S N N c cl�S o w I.L � E �a Q 'TN O q � F� �® °�° QU Z ro C/> do bx ms '0 Z � w� sX z o Wr- ao a J �- v Ala ° £ O J L0 V $� c F- Ln J T^ T m m LO T � T + LO .♦r� LL M 04 O L.0 0) N 04 Q �- m M r Z E Q E :3 c d U JOB NO: 23-00524 SCALE : AS NOTED SHEEP NO. 1.2 PAN-FRY HOOD io OPT. REF. 4 RANGE _� q e+> co 00 O °0 fV 14 r. o j DW q q c MLL KITCHEN ISLAND KITCHEN KITCHEN MIRROR MIRROR TUB/SHOWER FINISH PER O FLOOR PLAN 00 00 q ` 0 q 11 Iri7l 1 $11. A' I L:J OWNERS BATH BATH 2 INTERIOR ELEVATIONS_ SCALE: 1 /2"= V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER VARIES, 2" LESS THAN CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR SHWR. SHWR. DOUBLE 30" H UPPER VARIES CURTAIN HEAD RODS 12'6,FOR LINEN FOR PANTRY CABINETS - / RODS z OVERHANGS THAT 24" TOWEL BAR z SINGLE EXCEED 12" MAY � TOWEL BAR IN a %ROD REQUIRE A SUPPORT W ON WALL ABOVE TOILET TUB OR SHWR. W 36" H BASE ¢ TOWEL BAR �—� � a BRACKET / ON BATHROOM WALL E- DO FINISHED CABINETS b _ SHWR. o x COUNTER TOP = MEDICINE I Lr� 30" H BASE - o 00 CABINET o0 _ VALVES = c CABINETS o 00 TOILET �N CO SOAP r- LL PAPER CO c DISH U o0 � H HOLDER 1 LID J`D 0 2x z z En o r r FRAMING TbN o 0 M r eMr- N o "� 1 /2" GYP N `� N iv c') M "' M N TUB �'? BOARD FIN. FLR. FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1 /2"=1'-0" I N O N 0 =o as 9�W O C /0 L1 N C 6L d N 10 O � N O {p Q � c' rl Ilr � nl�ta� r'IGO zo 11-011 EXTERIOR PLASTER ON FRAME — 12 _ SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS —,, 12 �5 F4 11-011 .i SHUTTER HIM III IIIIII iiiii'�i ��ii�'ilSMOOTH TEXTURED .. FLASHING LLJ • 0 �- ---------- TEXTURED CEMENTITIOUS FINISH ON _ CMU (TYP) 16070 OVERHEAD DOOR FRONT ELEVATION - Al T.O.P. HDR HGT. 1 '-011 EXTERIOR iv PLASTER ON FRAME 2nd FIN. ----- �FLR — — T.O.M. HDR HGT- _—____— FIN FLR SCALE: 1 /4"=1'-Orr FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T RIDGE VENT 12 5�, FIN FLR / FZ2 12 �5 RIGHT ELEVATION - Al SCALE: 1 /411=1 r-Orr 0 LO r~ M 1 DECORATIVE SHUTTER REV. 09.24.21 `V L = 0 .n N i W ! ti ("9 C N = N ; v N N O E L = m C' �• we •" 7.. C E fV � 4 � 0 W N Q' f'NSE J h ON C F L- •� RCFESS\O'r '�'7io11 r t 1141N��\\ 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W V g�goo d: Q ai aI J 11 LL 0 0 J u d Z t a �Oe W LL= "' N Z d J W ❑❑ Z Z � a. �y o .0 o. O W s R3 '— 2 U • & Q 04cl� S � z Z go LJL o �n W° r� ae Q F� V s � a ��oz ap �Z ZEE C o Z C o u 40 Z J 91.1 QW �z o U WC. g_ O� J w 2 W r== L O r _I< o E� J LO M' LO ~ 0 J LO LO m m r U) LO I -0 ILLC") L -_ .Q (0 N Lid (V Q lqt N r E M = o Z ltl z j E O H T fp d E U -j `p Q O c JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. 3.1 3 a L0 N 0 S J N N Q k2 r N LO c51" g N a N N 0 H g 9 i a 0 [.Z N N N S a 0 0 U FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 5� 12 Z:::::�5 T.O.P. HDR HGT. ------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- 35-SH CJ CJ CJ --�--------------------------------------g�-„----- _�FLASHING�---14'-0"------------[--------- FLRFIN. -- --------------------------------------- __..- CJ / WEEP ROOF TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 35-SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 12 5� - _ --------- T.O.M. -�- - CJ / WEEP HDR H 23 SR ----------------------------L FIN FLR 5068 SGD REAR ELEVATION - Al SCALE: 1/4"=1'-0" T RIDGE VENT 00 19 - - - - T.O.P. ---- HDR HGT. --------------------------- ---------- ------------------------------ --------------- EXTERIOR PLASTER ON FRAME 25 SH ------------------------------------------------------------------------------- — ------ — 2nd FIN. CJ CJ_ - - - - FLR. - - - T.O.M. CJ / WEEP 1 -0 -- - ---------------------------------------- -----HDR HIS N 2'-011 TEXTURED CD- 00 00 CEMENTITIOUS co FINISH ON C.M.U. ~ (TYP.) _____ FIN FLR sil- LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 ers c� a N - L='1 c N 0 -- r W M u C3, C r0 C- N _ m x d =n,o- N N S V7 N O f0 Q N ^i= W 2 e � 3 � H d G E n p- u 0 i \\\�t►ul ulauia,,� O W N Ali`': r P �C\SF' v h F t 0Q` O F E S 5 i��l�llll1I11111``�\�\ 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 - Residentlal 7Cr Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. f) 8 =� to cv Q �2sT� M LL Q yCM (a�lL S LL d Z o S2 t?CC ' O W N so 1 W_ L m Q��pSpjOCj Z J OU y W C1 C-1 U z z13 J N CL N z n 0 W _ O w W Z E o di �o oLL . $A QE �� oa f- rti 3 g 00 O� Zz CIO ~_ r� Z [� J � 4 pzo g� a iyyil z Z W 3 yw �a =3 a2 �O v zla ° 3 � j0 L✓n .--�.LO t0 O � Ln Ln J Cr _Y U) m Ln U-)I Lo co O Ul) 0) to N Ln N Q 4t N o T- E h1 O _ M Z Z c E E � c a U Q p JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. 3.2 Q r- 9 J QQN I N Q LO rn to CV Uq v v to 0 3 N O M g% S V 3 C, N N a v r— x g g ..s i c 9 cZ N N N_ O a N N _N \ G 2" "NOTE: VARIES CAP L r- CAP N iv FOAM TO BE USED 1" RADIUS L 2" 1" L � - tO ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE h 1" 2" OPENING VARIES 2" °,N L N 31/2" RADIUS 1/2" RADIUS 3/4" RADIUS 1'_54r �* �M� CO 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" €v EDGE OF 1" 4" VARIES C) 1- OPENING VARIES 1r�rr NEN i+� iv 212rr 1�rr 2 VARIES VARIES ITN 1rr 1r�rr 1,r 1 rr 1 r_Orr 1 rr 1 1/2" RADIUS 4" 41rr 4"�`— 2 2" 2 1/2" RADIUS 34 r arr riIV L I I s N LSl ""I�e ^00 71 !O VARIES 1 " N 3i" 11" 3z" 1" 1" 1" BASE L, CO N BASE T� 1rr 1,r �iN a 2 arr • 1 r_Orr I L N I 1 1 �rr *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN �* ca REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2 1 1-4 f � 2" 2" BUILT W/ STUCCO. EDGE 2a' • ' NG OPENING r s 0 1-1/2" THICK 1-1/2" THICK MN 21rr a L 10" 6" _ a r L F—Iri� a'r L N 2rr 4,r 3,r 2" w �V ___ _-__- __ -_ 31" 1-1/2" THICK 21" 4 --- t ^� 52rr 1-5 r 52 siN00 54" y� 1'-4" 3" arr 1„ 1Z" VARIES VARIES 2' fC41 H 4r ro VARIES VARIES 4" 8" L 0D L �_________ I L � c j s 6" 4" KEYSTONE F11 o L OPTIONAL rn E 11 OPTIONAL � i R6o 2 44 r R4a�"L3- 2 4" GARAGE DR. OPENING 4" a 4" WINDOW OPENING 4" a" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1a 1 6a 1 4„ 1 2 2'-1"SMOOTH 2" FINISH • FOAM/ PS MATERIAL IS ACCEPTED 1. 1 -1�' 5a' 3'-8" 7 1 " Orr 3r_10rr Orr 101r 1'-4" 101r r- o (V a0 CO s� 6 N --- — N 19 _ N _ N 1 " '410 1" z (V� L GENERAL NOTES: r- • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) d 0 ACRYLIC SAND FINISH N \ N N Q � o w � o = N J C7_ M C to V N N fC O to a N t N9 O t0 6 N Y d' V N L Ta ar a t tH � c E ea v � U Q N N CV T 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a d! W CM I, N O C —r LL LU LL 1103 I� Z U. D Uj a rI� f� t � p T T N N <O 0 O LW�pjO' Z m , Mz �n VZ N OU N W L) ❑❑ Z N Z Z � a � N r z � o � l �V C U. O w $ �IV) I^vI Ly N w L = 0 ¢ N Z2Z 1.1.. � E Z o oo Y <� O U q� z® oa t— n7 k V z � _ � N ITTd aZ ab Y4 gz Z J '0 n3 (� a - C O �Y o< a 0a z Z J .0 O Q W z 8 qaq Q z W m $� �s � sLO _ Le � J LO rn La cc Q 0 Mgt CID 0 j T LO W 0a L,(7 ate-+ Cj) L0 I u. cr) 0 0) < C14 Ln 11) a) 04 CV Q�- CO _ ° Z W _ C:)y Li T r0 Cl o U J Q Q c 3 JOB NO : 23-00524 SCALE : AS NOTED SHEET NO. F1 3 4 N r5� J N i L0 11.0 ts r9 I N i L0 rg B C a N N 0. E pE s� L� N Li N N N a NCN N N Q ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only, All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, Wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I'® PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT RJ ELECTRIC METER _WWI ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER 01 #14 to lights & oWets NEMA 1 00 #12 to appliances and GFI 150 AMP/ 200 AMP 0 #10 to WH 10 #8 to Range 10 #6 to HVAC ,,7RT n 200 amp 150 amp UNDERGROUND IDIS SERVICE BY POWER CO.----. INTERSYSTEM BONDING TERMINATION PER 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DISC WP GFI PATIO WP GFI H.B. Tr j I I I 1 I I I I I I I \ FAMILY ROO � \ M. 1�1 12 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE A cn I I 1 I TO LIGHT I I I I AND SWITCH 1 1 I ABOVE — — — — - FI — — — — — W';DR. _ ' n ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 EX db I I I I I 1 WP FI TDB — FOYER — - I —� I C.M I 13L -- — Cl)ass �' �" \ ` .H.I@44n kLV GY:fr f A.F.F.PENDANT AS \PER SPECS O r------------ I I I .0"/ D I N T N�� R�C7�1f I I I I I I 2 CAR GARAGE I I I I I I I I I GFI @ 44" I I I GAR I I I A.F.F. DOOR I GFI ?, GFI I L _ UC I L_ --- -- -� GFI — — -� — -- ---J G 40/ KITCHEN,\ I I I I REF.Ir — OPT. L----- VERIFY LOCATION IRRI ATION I I ------- GFI GFI --- --- — GFIFI : _ ELECTRICAL PANEL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION +H•B. WITH BUILDER 15'-0" I I I R IIV I I I I .,IN PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ENTRY FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" C 4r ice: t1 0 CL'CIA o �' N t0LZ .r=. ,,omx N N c N D1 tV 'Q Y as y E C a � � io d as .n N p- C E f0 � —CY V u Ch N C4 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o N 0 C N co C m w m N_ ao M NN0 " LL 1103 a JLLI:i w 0- z @ rrn a W ILILW lu� M Z C h Z N OU �r N Q 4 groom U) Ln r, z0cD a u O w s r/) c N � s iN U1�1- 0 o C� J� i zW < E O o � Q a® tfOo� �`6 Wo °, a Z COD � to a z w z m C � °do m5 o� Zito m � 5 Jp ='ZZ ,y,yy O Q W 2z CIO o� �0 IN 0I �w a, �C:)LO > l� J LCL a1 m Q � D LO J Y Cr r Im Ln �I CID O LO N 04 Q Vt CNI T— '' CM 1117- o Z Z E O Iv c c a E U JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. 4.1 Q to N to N i Q h N to 2 rh N N 3 Q c F— Q N N ii c i a 04 N c M 0 N S 9 A ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed In accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits In all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315,1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired Into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would Include the receptacle Installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER FE7W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I Ph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR k& 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH FOUR-WAY SWITCH _T4, R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) F0 PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN 0 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR n 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING Q TERMINATION PER 71 NEMA 1 150 AMP/ 200 AMP t to lights & outlets to appliances and GFI to WH to Range to HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17. 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE \ OWNERS SUITE I I I ROUGH -IN FOR -- I OPT. CLG. FAN/ LIGHT PRE -WIRE II '\\ 12 X— I II G LOFT I / I S.Ddh db C`pFl LAIN. 1 p 6 _ I ROUGH -IN FOR 1 C.M ( OPT. CLG. FAN/ LIGHT PRE -WIRE F I I- 12 'O -B - I a I �P-�-' ��--=—� 1 BE OM 2 LIGHT & SW IN ATTIC I I H VP FI o — — — — — — — — — — - I GFI ( ' / S.D }� , ROUGH -IN FOR I OPT. CLG. FAN/ -- `, OPT. CLG. FAN/ ROUGH -IN FOR / � I I LIGHT PRE -WIRE i 2 1 LIGHT PRE-WIRL� I j II W.I.C. BEDROOM 3 I , BEDROOM 4 t------ -----j VP �► ,. RECEPT. FOR ALARM SYSTEM - I I I I I I I I I SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" M Al CM N m -o C2 LL' u c� o W U N C H to O N W O m m •� E c s n� 3y .au sc yr� V1 CM N O N N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beating Engineer's signature and seal. M N / v Ow grd �NO� di Q % 01 N �? J G -r LL W I� Z JLLLL SS a N C O1 d Z IL MZ J J Z N Q O OU 0 W y 00 � N z C) z Q Aram �V O C ® u LL, Q �0 . ` z E zo Wo r� ¢Iz 0 E N U ti z® W¢ f- 0 E fo IV0 UG Z �, � IV Qo gW C: a o U y0 m 'o Fr Z � � >L o a W �� LL o J o C�> > LO L m Q CD ~ c j t LO Y � r - Cn cc LO LOI Lo co O LC) 0 N LO CV Q j E m C � M � Z 0 Iu ci a v _j ¢ o _°i JOB NO : 23-00524 SCALE : AS NOTED SHEET NO. 4.2 rn 3 u7 n N un u') 2 R Cr <n N g I N a N Ln a N g LO ILI tR ro QN O 5-1 0 S g �p QC V c 0 L� N N N O a M 0 N 0 ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN - ELEV-Al SCALE: Ya"=l'-0" m CIQ v N NCi N c 0 as -o 4 w u ate. a1 0 N U- x =tea N y O J C( N d c y E .c c a+ ,_ ¢ � ; m iv as ns -0 w � o G .JG V7 C l4 fA V r.� XMW At P.G.. ' .... u 4.� �lftdtliltl��11�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E a o �g N d C 2 Q co N ti J M CN 0 M a °p LL Q LL. r!' a. J u- o. Z m = °' o N C O W_ M. m LL � NZdJ N O U L U .VU W a❑ o z OD 0 z J N m N z ?m —_ LL w � � U � 0 w $ N C d r— C � � a�� s oco J� oz U-12 2 0 oo Y 'aR Q () 4 �B H" V 0 V Z Cm ¢z z Oad Z J v Y N O Z 25 J 7ti Q W Zz zz 0 W z w u] o Ozld az 0 � LO w / 2 a LO V) r Cr V % m m Y � to L01 co CD (0 N U-) L.i) CN Q f E m tll r O a E U a Q p C JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. 5 a -�C H.B.t 2'-0" 2'-0" 2'-0" 2,-0" 1, 2'-0" 2'-0" 4,-0" TYP @2 J STORY S6 5,4„ 2'- — ■................ ..... ■ ■ ■ ■ ■ ■ ■ ..............0 ..... 0....■ ( CPA AC PAD --------- ., ----I— � �: -- ---- S3 00 5' 4" 16'-3" TYP @ 2 STORY HVAC CHASE \ BASED ON — — 10'-0" I J S6 ■ ; LOCATION ; ; INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO I 00 BEAM W/ (1) #5 REBAR VERT r ABOVE SLAB TYP @ALL PLACES I ■' _ , , , , , , , , , , r� SHOWN HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB r 1 "GRADE 40 STEEL" - - �- - -_ - I- - - o N N in _, CJ L Jt CJ GG S3 = PLUMBING LINE TO SECOND I I STUB UP TO T.- iv2ND FLOOR -".'.::::.: FLOOR _7„ FOR A/C L- 2'-6" x 2'-6" x 1'-0" I ; ■ W/ (3) #5'S E.W. L TOP OF CONC./ PAVER TO BE 4" ■ ; 0'-0" 4 S3 4 TYP @ 2 J BELOW FIN. FLR. I I I PROVIDE Y2" x 9 Y2' 1 /8' .1'-0 SLOPE f- 2'-6" x 2'-6" x 1'-0" STORY S6 I RECESS FOR FRT. DOOR -4„ W/ (3) #5'S E.W. A Use ■ ------+ —--(2) —#5 ■ I HCJ � —19 ov R—EBA—R, VERTICALS w/ in 7 iv 3-1/2" MIN 3000 PSI CONC. FILLED CELL SLAB FOR HERNANDO 12'-6" 1 0" PROVIDE 1 y" I 2 STORY I SLOPE RECESS FOR I COUNTY ONLY BUILDER TO PROVIDE I I I SGD. REFER TO 3-1/2" MIN 2500 PSI CONC APPLIANCE PROTECTION L I MASON'S SLOPE SLAB OVER 6 MIL I WHEN REQUIRED PER FBC I VAPOR I FOR WIDTH BARRIER I I I I I _ ■• I I - ■ ; EDGE OF SLAB 2" I CHASE I I BEYOND WALL TO KITCHEN ISLAND IS I ISLAND I I SLR tp 4-0" : LOW WALLS I , 11 rll I IJ II —G f I I - - - -=_= - -+ I I O N 11I CJ I 4'-11 "~ 10'-6" r=� -, 1 I `�' L---- IlrIJ�IIn -------JIi I J Jii S3 I Cl) IIL113 I I 0'-0" I I�-3 1/2" ILL A 0 & ' o ( °' (2) #5 REBAR 1 CI VERTICALS w/ in 53 FILLED CELL i_ L �� 1 I _ 2 STORY VERIFY LOCATION — :� — I----I� —J _----•EtfffRICAt7PAftEt------------J N J VERIFY METER LOCATION S6 WITH BUILDER TYP @ 2 STORY 6'-0" L 6' C FOUNDATION PLAN — ELEV—Al SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH r1/8" SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU cA CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" t+rs N co RV It'd -o N d W_ > Uj DC o d v a M C., co x ++ C c.a- p ; CC1 d y CQ t y cm CO Q r [V .t Cs c as o Q CC v ' 3 cc p eo y w td�o soC•- �' � Q cn � c cL �' "011111111ff11/ NN � G � 4, 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 - Resldentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W W 1- E 88. L � N q (� Q O % LL C J Y LL Z 103 J LL GW a �i W N t0 o W IL Ci m CD ui N N Z d J = OU * V W ❑❑ z z � z a U) V) c0 •V C/i W � O LU �N C = z. UAL c A m Q • ri Q C'•J z < � E p �o �� oLL >M Qs 3 zu a0a 0° z�� M ro �o t_ c = Q) ox�Jzz NO > 2 z J abo W t 3 0 3° U �w �k < �g W ia ila o 3 �C:) J LOrn Lr) m 0 Q CID :3 LO L0 J Y T (n s �' N m In U) L0 r N (� LIt7I -� co M LL 04 O Ln 0) N N Q It j co E Mz _ M 0 C N E O U N cc C a JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. 6 -o a N LO J N g I N Q i` N 7 �p J N I N L0 chi / (Q O E EE 0 CS CL O N N O N CS TYP @ 2 STORY STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS ikSEE PLAN `rTRUSS BRIG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN CO3) CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" E CLADDING WIND PRESSURES AND SUUCTIONIS FORM AN ROOFOHEIGHT S 5 ftND RS H 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) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 7H GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 - 88.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 C1116) or 1%32" EXP. 1 (3y6) TILE: 1%2" EXP. 1 (3y6) 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%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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. DKING a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1 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 - 1Od x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2% 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 1 5795 5/8" ANCH. / 26 10d x1-1/2 K HD313 * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 -1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S I 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 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ NKER& LUGT23100-M 4520-F 3100-M 3800-F w/ (32)16D SINKERS &V (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12. 10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L 1360 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. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) 14 OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-Al SCALE: Y4"=V-0" era !V N !V 4 � C o G V C n O N o N 'O N L N O ze d ar d- = _ E c d y "Q 3 no cu = o E eu � Q V d F4SIO��\� To the best of the Engineers knowledge, information and belief, the structural plans and speciflcations contained within these drawings comply with the 2020 Florlds Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E 0 NO tl Lu 0 0 LL LL L M S W 0 C� Z IL`) IL Ni Z =N OU y W pp N M Z z onp v QU) d N N v, z43 V LU N LL�+1 O—� w N C 5 rN� (V r' U) EQ U Ce < Q N o, • S r E sa s Q i= O H oz ¢¢ S� zO O 0. VO c� K4 0 O �Q z o r o 0. �s °zo z � N J ,no . ¢w z r q go W m w Nk F E2 J LO LO m r--. C ~ (a O :3 J Y T Icy W N MT W m r.+ Ln UI M co O LOto N N Q E M Z Z E O ` c 0.0 N a p JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. 7.1 rn 3 v L0 v c� B N Qu a LO L0 N i� N rry N : u7 xo s R c 3 C3 a N N v H g J LC �I 0 d Lz N N M 0 TYP @ 2 STO RSHASENGINEERED CLADDING W NDFPERPRESSURES AND SUCTIONS FOR 16 ROOF DESIGN ALLOWABLE MEAN ROOFOMPONENTS HEIGHT 5 5 ft D CE ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 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: %6" EXP. 1 (25116) or IY32" EXP. 1 0�116) TILE: 75/32" EXP. 1 03;6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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. 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 SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" 187511)PLY A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" B I 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 M ETA20 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 -1Od 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 1 5/8" ANCH. l 26 10dx1-1/2" HTT5 5795 5/8" ANCH. 126 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 wl (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 1 4175 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY I I I I AIM. W/ BLOCKING 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 wi (JZ) 1bU SINKLHb & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 1 E 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 1 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 112" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *`* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL MGT w/ (22) 0.148 J4-SDS2.5 (10) 114" )S WOOD SCREWS 4TR. YP. @ 2 STORY (2) 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. iA) OR 2 PLY ;ARRIER 2Rx2CONT�STER_j A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" e•� 0 CV CV u, 0 pC cc �+ %7 C ea L > Cy . _ to f{7 C3 a- ' N N C a; m d�=a 'io d ar r`a •� � c n � T y O- E � o d � \�`t��419tt1lltlpP)tl ego �vNr��''% C� ( j b�l _' F L O ',• •,' ,,R fi E S S 10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E $$ � ai Q NM@ro u7 q w a Z U. a m ILW�pjO' z �M dJ ZN O U o W CD v Z J N N z �_ -J U O w 8 Vi c w NOW_ II U ' • � c Q - 1 14 o cl'� `z o w g EO o g Z® I—�O "Cl E &&a o � N qp N� mf zr z m o 8 y= U W m 0 a � t3 5 O Lo J LO LO T ~ co 0 T Y Cr T In Cn LO fn V � I co tL ce (0 N Li) N Q d j r E cc M N r 0 Z R E O E m c a U _j Q 0 JOB NO : 23-00524 SCALE : AS NOTED SHEET NO. 7.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2, Shore filled lintels as required. 3. 1 nstallatlon of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the Ilntel 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. it. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O Safe vertical Ioa Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS Num 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T ® © ® 8 FORM k GROUT SOLID 4 LU 0 /5 BAR CONY. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED a ° R = RECESSED QTY. OF #5 ° REBAR @ BOTTOM ° OF LINTEL CAVITY a _ °4 • 8F16— B/1T a = - ° ° �• ?S 'h O Z to• tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT ° TOP NOMINA ° HEIGHT MATERIALS cTi'�lfntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. -#5 REBAR AT TOP IN. (1) REQ'D LEAR GROUT 5 REBAR AT BOTTOM OF LINTEL CAVIT —BOTTOM REINFORCING L PROVIDED IN DTH " LINTEL (VARIES) 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR r` J z rn w � X C.M.U. _NV)W U,o�U9Z J ZLL 4wp 5 REBAR AT BC rn m tY S ui AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OILSEE PLAN "FT/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" 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 5'-8" LL LINTEL PLAN — ELEV—Al SCALE: Y4'=1'-0" e'•'7r 9lMl ItRli a> -a T W a L C= -' C r0 C� N cn. ro N O � 3 -C a� o- °' as � c m o Q 3 w m ae .n �E �o w fill To the hest 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 a g C M fi) tA�� •J° M a2 LL 2ssz J J LL W V�lL I� S S8. a = m rn M g L ttl0 W W�4'0' _ �e to C � O O m ILL= N NZa0 Z OU 0 CO Z =§1 Q 13 U) N a N Z - U 0 IZL cn l'73 'U w OW Ul o - C) < oo • C4 iZZ M r{- E �O U ZZ3 Q Q U wz oa pQ �P E 10 � T Z U �U °a W Z Z � ro � o C nZ sy Z aa rz �Z o W m a F o w0 �C) J L rn 0 'Q CL J LO r" T U) N m LO L01 M ch LL 04 O L0 a) N LO CV Q j T E Z CM 1 0 c E B 6 a U Q O JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. 8 rn a n N av chi 0 J QN T N n N N i LO 3 C N N 0 1.E c i n: L= N N N ate. N N N N i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED T REPLACE A ANY F TH O E LACE CC -C M 0 E NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITYT 0 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ•C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/fMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2,2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1, 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 )�" GROUT FILLED MASONRY: Y4" 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION, 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS F IN AND USUB FLOORING 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- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318, 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includinjall dserp and sp ay heads shall not be installed wl hin V-0' of the building side wall. 4. FB -R R 1 .7- To r vide for in f termite inf ti C 3 8 p p spection or infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318,1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1 C ncrete overpour and mor�ar along the foundation perimeter must be rem oveeid before exterior sol treatmen . 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extgrior verb I chemical barrier must be install dd after construction is complete, including�(andscaping and Irrigation. Any soi isturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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" 1Y" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADER BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLA S, TTE M AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ers N 11[� N a� v o a C-4 ex 3 cc d .°' 311 0 eco to d e � o °3?,o WI,,'��''�i q i Fj01 -; O< W W 10 ,.,fr,�r6cft�tlttl�� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H E CO, N gi G m ' iii y M u- u• 0 rpC LL ly a J-v- 5 a r4� = S0 L 2 � G i IL= � r- N ZO U U W ❑❑ 0 z z � ti a A to Z Q� U' LL �4- � •U O Ln c w U • Q S� M E '.3a>z aLL O �8 z U ZCOE t s WL� ¢2 <Q g& z C8 p WcoXL Mja v O J L .•-�LO ~ c LO L0 V J m L.i) LoI li 04 CD LO co CV E d- M z° Z E 0 m a E to _j ¢ JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. SN i S Z 11 i� PR THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5-0" STUB -OUT FOR lir 0 1'-O" G 9 GAS METER o (V = • 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'-51' 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-311 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 814" (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. 16-4" (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" orp 5000s 1.8/1.7 nel 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 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 �i_ BAR 2X TOP PLATE 5/8"0 #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 SHEATHING PER PLAN COLUMNAND - CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGrrJI � 7 �� MASONRY WALL OR INTERIOR BRG. WALL I � ` TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. i . ) Small gap 2" min. 2 18 min. a 4 max. Web Stiffener Fastener Schedule 1/8" gap I I Joist Bearing Location '1 V Series I Depth I End Intermediate r / ,i 1 ;f� ® 9-1/2" , 2-8d 2-8d - BCI 3-8d — 14" 2-8d L _ - Clinch nails — r� , s 1-7/ ' - d when possible BCI 6500s® 914 8" 2-8-d 2-8d I 3-8d Po 5-8d - -- 1) Support back of web during nailing to prevent damage to -- - 11 -7/7/ 2-8d 6-8d - 8" 2-8d 3-8d web -flange connection. BCI 60s® 14" _ 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit --- 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d _ 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d 4 Place joists together and nail from each side with 2 rows of 10d nails —+- 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., cliched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building i116 code for appropriate Zor--20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash block 10d nails SECTION INT. BRIG. WALL (2x4 minimum) @ Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam rw nvLw (r=.n'.r.r r MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls: - for vertical load transfer Plumbing 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.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ■ • "61 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}Z" 1•:;�'k+a"dR�`"�o.F w ^Y"" N,..:�, "Y +4 JA 4x ,..c ..,w. t;��; F.r ?ar-. 'p'fcn �'31' hrs'+ryl, P �, �$.. .,,s__ �.C.��:".+..�{..L.�.t� �"r�i^L (� P; 7_.,�. if }x. ,y,�y{,�U, -, �vi�✓.a .4:, 5' day- w� r�+�•ssk':�.r�".i?•.:d'��19FzF�,�v4�^'rhec��..v�'Lry �; �.e7 .T Y 2 �,�;�i.� ��fY� K`.'�I!'(! t� - ?L �.. .tip-��S z� P•.+"pp� f,.p'r'"� .t'g}iN:_,:,`��, '><1!•7' .��' T .,.:.�..� "�i't F,'17�. «w S� +� t-n,;.. r-C.. .. .t ., �b t w L ,+,11 �J��': t� �&y, Mtr, 77r ��1�...ri cb � •.^N, n �'.�u>.7fir:, 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. 1Y2" 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 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. '_-,.Install tight to.top flange. -L' \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. r 1/4"-2" gap f - � 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height e requirements 0.6 X Joist depth � � I -JOISTS BUCKETS N.T.S. 1.0 SIMPS( w/(22) NAILS 1 TYPICAL SIMPSON MGT TO -UP COLUMN DETAIL BUILT TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A!C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ • ' e SEE PLAN FOR •• a . • FOUNDATION INFO ' • 4 STEM FOUNDATION GRADE 0 d 4 Q REINF. SEE PLAN 1 (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. o LOCATION OF ° SECOND H10A SIMPSON H10A • ° °° (WHEN ! 18 10d 1 1/2" ° REQUIRED) w( ) x NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r%lMf— 1, )1-11T1P% A 1 TI 1r%1 1 1—\ 111 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE c 4 v° e Z • C • 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a N SEE FND, PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE 4Q 4/ ev L \ , a s►r 0 1:' o •= N W :E cm a� a 4 c cec�N H A C, 4f O JO Q N Y °: W" d E "- c co a cc a a w E A o d. U a 11 '0,11`6R0'wN �Z''`�. • •C``4 s '. V r, "\O pF ;=. F LOB Q•' O•t, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldengal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW- S g a S v do 8 � s i LL J y LL CIL W fv- a Y WG�00 g m W W 's Z ILN CV Z d l- IL z W ❑ ❑ z� z G F• Q ;EQ) TM C1 �D Tr N w\ � V _ �O Ul �N w ' 8 = Q N ODoil. o N q z = E a !— g E s� oa 0o o °� Y az WO o a:� C H8 m$ z� Z � � J ism rz z 3 8 W �3 4w it W k `cY O� ofl LO a LO co 0 7 LO T' m 0° Li) '�`/?� 4-1U) rn 0) L I .0 ca C) M N L.ci LO N Q cV T_ � M o m z E O M a E Cg J Q p c JOB NO: 23-0052; SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 � P') VARIES INSU 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR /„ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"W'xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON 0P2 / TOP PLATE U 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING " 10'-0" (R302.11) @16 O.C. W/ (2) -- - FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ; HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `o MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM - - . > Ewa! I�� 4 D7158-CLASS G or H, or ASTM - I D3161-CLASS F, IN ° - 2x4 CONT. ACCORDANCE w/ TABLE I I III I I I R905.2.6.1, FLORIDA BUILDING - -I I I I GARAGE DEPTH VARIES CODE 7TH EDITION (2020) 8 1 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W! 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v N °p a Z_ o0 6 MIL VAPOR > _ ,r BARRIER ; p 4 C • • — r COMP, SOIL. ° (COMPACTED TO 95% - Rl MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O.N DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS z M :." . .. • 4" - T SEE A/S3 OR J/S6 IlUk FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" (12)10d NAILS w 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 IV.2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. wl 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 @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3l8"MORTAR BETWEEN SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8-x 10" "J" BOLT @ 24" O.C. W/ r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24' 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A F F O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 11 x6W1.4xW1.4 6x6W1.4xW1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH C� ELEV. 4-3 1/2" z �31/2"MIN. �31/2"MIN. A,F.F, U_ % r-- N 1/2"(min.)- 4" 9'' - -1/2"(min.)- 4„ : t+ ° 00 rrr rrr � %/ 31/2"(min. 4' "' • - �31/211(min.)-4" ' -.— JTAL (2) #5 CONT. 4„ ,gym 8,r (2) #5 CONT. 4" '-4' 8" rB U.N.O. MIN'TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL('�C� @K'CC 13 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING vim' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F, STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C �N�M�o s LOAD BEARING OR INSULATION PER FBC AND ENERGY coNt�N� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP, WB (MIN.) @GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O.BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 wl (10)10d NAILS @ EA, STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) (6)1/4 x31/4 TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) "SIMPSON SP1 SPACED EVENLY FIBERMESH J BAR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 i� - w/ (10)10d NAILS �„ 2x P.T. PLATE WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH �, E TYP. T ASSUMED FINISHED �. E 5 PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR a w o ° N s n v z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=�401S'11 aeGRADE MONO OR STEMWALL M -0 ,, FINISH GRADE 25" MIN. LAP [30" MIN. LAP] Fy= g - m — — — c �T Z �T — ► — — Tr FOOTING MONO SHOWN FOR CLARITY °O 6 MIL VAPOR BARRIER ? e ° oo - - r LU R 17/8" ° - - - #5 REINFORCING BAR _ r #5 LAP SPLICE (2) #5 CONT. NOTE: "FOR g _ r • : COMP. SOIL. (COMPACTED TO - ° — — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" BEARING WALL W/ UPLIFT ONLY ', 95% MODIFIED PROCTOR ASTM - - 1y, (TYP.) � D1557)PTIL 4" 1'-4" TTT� #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL rE SCALE: 3/4"=V-0" S3 REBAR DETAILS SCALE: N.T.S. r1F S3 WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 1/2" RECESS FOR S.G.D. (U.N.O.) V IES 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 31/2 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS min. 4" ° " T 24" O.C. MAX. • " CONNECTION INFO ° :. ° " ° GRADE SEE PLAN FOR &LAYOUT DESIGN e - TOP OF BEAM 00 - �� ° � TTT I I III #5 REBAR w/ OPT. MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV M a': •' r III— e,;. • . . .w SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN, CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, P.T. 2x 1/2" GYP. BD. „ HOLD GYP, BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN — ' a INTERIOR 4. a -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN, SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ m a 00 C _E - M 6 MIL VAPOR =_— BARRIER Q SEE ROOF PLAN �, — —T�( —jTj- —T[']� ° ' ' ° ' e M C (2) HTS20 FOR STRUCTURAL :� ,u mLLL,T•r1 mom, 41. E BEAM SIZE & N ru. a CONNECTION INFO7. 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ a 716TE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T _ +� 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE w I-_ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION ¢ W SEE PLAN FOR STRUCTURAL > SLAB INFORMATION. w COLUMN SIZE AND BASE s � CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR °'' w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDAT ONLLS PAD E d INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT, FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w 0 SIZE VARIES PER PLAN M ao R CONT. BEAD SEALANT ¢ w/ MIN. (2) #5 VERTICALS E > � FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 LU w SIZE AND REINFORCEMENT) LU c7 = • WWF OR FIBERMESH r, wi u ►= a w LU C-)BRICK PAVERS or SLAB PER o o (0• •' • • z - - 0'-0" FIN. FLR. COMMUNITY SPECS " w FOOTING J c� BEYOND -I� PAD REINFORCEMENT 3" MIN. CLEARANCE •. , :.• •.•'� �' • SEE UNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" : CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12� PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 sca.E:3/4"-'•-0• SCALE: N.T.S. S3 M 0 N N a, l� Q t C7 N omx CZ N t0 C7 i •y -0 6V L y C' N 6i d d daYCD •� E s G R�CU > G GI w j LS' A N ap E ,a 0 ••JJ N _`ry N N f1� \_�O f� 4 �,•� J'S i O N p, , E \\ 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 - Resldential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ppp C 8 N Oi 0 �; °� �rti 9 Lu LU U_ a t �� W W Z ° Mz d � 0 N OU CD z � zz g z Cc (L) •U 0 w � c U x U ti o z w Z U_E oa �U E �ao� q° Z i0 �z w 75! C �o a� m J <H n g W T m LL �n a N W �� ZIQ U $ 0 O L0 rn 0 'Q :3 L0 LO 7 .� T m E'LO 00 T V/ L O I LL ch L O a) N �"O 04 Q It* j co T o Z m Z y r E 1 c r_ �. E ;� U JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. S3 (MONO) a n N LO B J N S I N 3 a LO N 2 12 a l A N N N N 8. E �p S i 0 U a I� N N N th 0 N mr (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" i SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK { ❑ ❑ ❑ EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR --I 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Tl(p) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 11 2x BLOCKING @ MID POINT EVERY OTHER �77 + STUD W/ (3)10d NAILS + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW q �, , �;_� 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 '. y SIMPSON SP1 w/ 00)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. ;TENSION FROM EXTERIOR WALL ❑ ❑ ❑ ,CE OF BLOCK WALL IS 21/4" CL' - DOOR OPENING ---- DOOR OPENING -----� DRAIN j� EXTERIOR J ❑ ❑ WALL CLEAN -OUT A WALL ❑ El ❑ SCALE: N.T.S. S4 10 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. �S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT • • 1 • • � a • ' •• • � • Ilk I ■■III III ��III IIII�I __l �IIII �III�I �illl IIlI�' ■��I�� III■■ r IIRillI�I NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PR(QVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J cr MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE > 0 1 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR, GARAGE DOOR ROLLER j CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. --TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cF � Off, 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i 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 fOP a iARAGE iOOR UVV. .I"lVl\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 3 (2) (2) (1) LSTA30 T -16' (3) 4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. OHO U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT, PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d — NAILS AT EACH STUD nv TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v O/C FIELD CL 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN 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) ]�IN4:1 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 ROWS 10d @ 3" O.C. (14 SPLICE -7 /1� NAILS TOTAL) EA. SIDE OF • 4,9, SPLICE STAGGERED MiN \ -10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 1A 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL Ko M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 —t \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RECESLINTEL SP4 SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED cD 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) (5645# SPF) I (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. I & NUT OXIED A.T.R. 1 & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 C 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(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 IN 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 f.(D o • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 e• r c.l 0 Ln N 4 c dUj � W � y O Lio�." � -Wm; _; = "- O_ qA (ao V cV L w�o� �ELG y O .r 4 V 3 cod G o. U \�t�t@l14ltFfffl�i111te. 0 Wo UFO W FL lyv1� �-SS10N�\\\ 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. $�g �' 8 N N O y� •. mI J e) a =J LL W _ m d a 0 i)✓C A N rp O W 8 °' °i m Z 2 MF. Z a IL N = OU to W ❑❑ Ui t•} N z n, z z Q el- -U OW & S c �w M yo J LA_ E � K w° x OLL Q ° wi zo 2® oaf UO z t�D V 90 aP qo nU o% a2 _o �o y xg r z�c >Z 3 o W� 97 o� -o Nz °D �� z t Ejd �CD 7 J L Lid B L0 L0 YY •F+ m m Li r � U) 0 L O -Q ILL. CV) 0 0) L0rn N (V Q Nr N cD �— _ C fh Z z T E 0 A a E U _j Q C, C JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. S4 :c n N J {QN� O N :z LID t5T B S N i 12 9 0 Q N S E E 2 I v a 0 v L= N N N 0 a N N N 7E rA SIMPSON HGAMI( W/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-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. 9e AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS � 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 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 911 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 1O/S5 Z. Pi DI I NAILING SCHEDULE FOR SHEATHING 45°t / DETAIL 45° t SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR "L" APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)10d & 2 10d () (NOT REQ'D WHEN /; AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-l" OR LENGTH (SEE TABLE) SILL 1/2"CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL SHORTER)TRUSS 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST 4 ROWS OF () ' NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. & �� @ 6" O.C. EDGES AND 12" 10dX3" @ 3" 0/C 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6 O.C. AND 12 O.C. FIELD END TYP. TOP BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD (2) 16d NAILS W/ (2)16d TOENAILS 2x4'T' ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING I If BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL - 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SIDS SCREWS TO �� MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & 4 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. ( ) 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM CO.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24,-GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. �'15� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M SEE STRUCTURAL X-BRACING, AND TOP CHORD BLOCKING N NOTES AND NAILING INFORMATION to SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES tD 1/ ^ (2)16d NAILS � 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2 1 1 2^ RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 4t AT EA, TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW 2x4 PANEL BLOCKING (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 48" O/C FOR THE 2 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ ( ) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ FIRST (4) ROWS OF O/C w/ (2) 16d (D - 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 9, ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 AS PER HIB 91 SCALE; N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" >< SEE PLAN FOR TITEN TO CMU :�_4 ONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T' ON TOP OF PANEL LJ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,WITH �2� 1 BLOCKING 4" O/C (2) NON — LOAD BEARING LOCATIONrDBOU CMOSAMEINUMBER OF ROWS, SAME SPACING) NG LS. (ONE INTO EACH OUTSIDE FACE OF F ) TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" ADDITIONAL INFORMATION. 2�5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 41NIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. TOENAIL (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (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 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-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 10dx3" NAILS @ 4" O/C. 3) SEE 61S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) �VVIV I. DCFIRII\ll - GABLE END BRACING DETAIL SCALE:34'=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. tiQ o C7 a q0� CORNERJACK Y W Z O U HIP FRAMING REFERENCE PLAN w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C \.-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: -/TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. E S5 614, q qql L ji I I■ ��II Floori111111111 1111� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o N a+ � W N o o �- � c+ C l0 V N rn 0 N r A ✓ O co CCN g =_ d u G E 4 u 0 .00111111 lift • �� 1r0 rr N 0� .. G,�S•SS10Nh �� 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 Deering Engineers signature and seal. rn W a 8 " 6 r=- � m Lo - to A, , 1? 8 M Q It C J LL aw � �LLLL a Z `�; d L to g ? Zg O W tp o LL = OU h W � - z z (Z N �(1) CD LL 4-J (n C]I U � 0 w g N4i c �V)Ln rz U a w U 0 Of Q � � ttpp w z r■ � E g a4 O oLL '® !— g� O RY, �. wo �U °z z H �O wg �� v NC: <o m� z �� a z S s. 4° zz W 8 3 <� ixo v zzi a1 v 3 LOLO M i co LO LO T- m m LO r � � N Ln l ca LL Ch O L0 N CV Q j r C) 11- o Z m Z rn r ECD a U � Q U JOB NO : 23-00524 SCALE : AS NOTED SHEET NO. S5 a r- tR 42 N N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB / DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS J TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. If FLOOR SYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL v c El s Cl) 6x6 W1.4xW1.4 WWF OR FIBEI 1x WD FURRING @ 24" 0.( BASEBOARD MIN. 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER MUNICIPALITY :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 O c� APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _j LAYER 1/8" THICK. :3 W INSULATION PER CHART ON FLOOR PLAN B R S6 S6 --METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE ' -�+T I I I I �' r`—STD. 9 DETAIL) (3) # 5 REBAR ON 3" CHAIR I (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1' , TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" C SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS —/ @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR, SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. • 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK ru U) 15/32" OSS EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER o SECTION X-X IF Uj' NOT FULL HEIGHT SHEET' rn Z I (2)- 2x TOP PLATE OCIVI\V 15/32" OSB EXPOSUREI F FF SHEATHING w r SOLID 2x o C BLOCKING ® ALL C SHEATHING 0 EDGES (SEE OPENING SECTION-X a0L C x o W < x E 2x STUDS BEYOND. SEE PLAN O 0) (F FLOOR SYST M 20 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM B 3/8" "S" = NAIL 3/8" SCALE: 3/4"=1'-0" S6 SPACING S 14" S 112 �* vz„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1Y-O" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH r L ! 4' T I I 1 8" [ C #5 W13" ON . 8" 1'-8" 8'I CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION / 5 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM l " SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT j PENETRATE SURFACE MORE THAN Ye". NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Sd COMMON NAIL Z 2 @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o wl 8d COMMON NAIL O ix ^ O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER j >. (= O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. C itP00 A F LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL i z N w 0 LL MEMBER IF GABLE END c w U.NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" * DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER — SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS is OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE p ti�RjOR / �[�FLOOR BEATRUSS / SEE PLAN FOR REQUIRED—_ CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAI- @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. s SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH C • ;'d • s EEc •'. '- w • . ., 1=1 11_I I I_I I • -1 I I -III -III I I � : • .:. 11 I111 i1111111 _ITY_I I I e •� m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I_ _ go 1111 I I 4 (3) # 5 REBAR ON 3" CHAIR -'1 4" 1 1'-8" 1 W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 C� c 1C� N fl W i L �o a" u vl : m K .-% c u- o.. N M GO �- y CIA o R 4 �C-4� CD w E cz d o -r 11 ca io a3i n• o =. d r :0. C G � o a � 0 OdttJJd�j �jtd'r 0'�1S Qv �G 2 Q � U Do OF w - ti Qd z FL 0 S.-i10t�P �N W/jf (i111! 10\1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. $ $ 8' S? v r (A 0 NM�L3 J di LL Q Cq U. LL J LLLL OW. Z a r � N � rn rn Z N ILO7 Z d ILW Z N OU W z z a � V I n N N +-J C LL f0 w •U Ow N C y �( C) 8 • r z it M o 2 1-r_ cam' E w o oo <R Q H O p_ a U 0 U4 Zo u�a U] U O E Z g,t �o o WW P� m. cn� (U Y w� oa ri Z W 0 j gi U WOW 3 12 J LO rn M (� �--.LO Q :3 L0 J Y T � � 2 2 m T m 1.0 n CV LO N N Q T E cc Ch 7 fl! r Z `m Z C ro E Q E E .. a? U c a ¢ p JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. S6 (MONO) iih 85 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 /g VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED F NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H �-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. FLOOR JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL ' DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x SYP CUT TO FIT BEARS IN WALL --2xl2 SYP BEARS IN WALL —2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS g—� �- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / ON VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'9 / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ T" X 2" TAPCONS @ MAX. 32" O.C. / ATTACH ALL COMPONENTS \ 1x4 GLUED AND OF STAIR TO CONC. W/T" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / G-1 SECTION VIEW licit \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G--6:: R 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU NAI 10d x 1 1/2" W/ SIMPSON H3 — AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL TFE�4 xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" NGER SLUED NAILED SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = V-0" NAILED MATCH NOSING ON OTHER TREADS 6', 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H x8 SYP GLUED 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14)d x 1 1/2" x4 DRAFT 2x12 NAILS) / STOP TREAD 2x12 TREAD GLUED GLUED NAILED NAILED--\ 2x4 PT NOTCHED INTO \ 2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS STRINGER AND TAPCONED NOT TOUCH STRINGERS —� NOTE: 2x8 INTO FLOOR WITH GLU INTO FLOOR WITH GLUE---"Lxo/GLUED AND NAILED TO STRINGER DRYWALL STOPSECTION VIEW AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACTNOTSHOWN - POINTS x4 GLUED AND NAILED TO STRINGER POINTS p J'/ FOR DRYWALL SPACING F E FOR DRYWALL SPACING B SCALE:" = 1'-0" " � '' H SECTION VIEW E SECTION VIEW STAIR CONSTRUCTION DETAILS SCALE:" = 1'-0" _ SCALE:" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER t" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.G. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACTOR a PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST6� FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 2X STR142X STRING R 2X B CKING__\ I I — PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" rh N tL7 N N w� -o 4i j uJ Q O L ca. r o C (6 CC1 X N 1p C7 ►- ��o d o a tdeo>. c E io 0 a � Al DNS•-'''' .,�. :0 .N v r 1 k-4 .:. FLU w rROFESSIO�\N`��. 'rI!,ff, t 6 9 t (�"��tlNO 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. fA a N A� �o� R r's LQ R _° 0 J), C14 0 a LL LL a LL Re Z L m °�' ° ILLW�OYjO' z Mz d J N O U U W ❑❑ z z� Z� ¢V �N z 8Co 4 f0 w �U 4 w s �N �y N r ro c wa U" E 8 _ cl Q � W 0 see ti z M 0 U_ 'i oLL } N r s8 u w V E z O) i a$ ao Ww m� C/:, C§ �aEi �8<� oLL z �7 <p a0 eU �U = J 0 O J LO ^ Y , iT 2 ^ Imo' LO �J T � T Y .-- U) N m m b Lid L01 * LL M CD ILO to N L f) N Q d N r E }• z C O 2 N C a 0 _j a o JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. ST IWO N 0 N N N 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 H DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN.Er 1x4 r 1 X 4 1x4 P.T. L ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" L FURRING 3/16"� X 3" LONG FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16 #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCONS 11 O.C. & 4 2Xg TAPCON. INTO STAGGERED @ 16 (TYP j ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH 1 DETAIL 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MA MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL D 90° HOOK (TYP.) STD. 90" ` �I @ TOP & BTTM CHORD, AND (8) P.T. & 1x8 P.T. 1x4STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT, WEB 1x4 P.T. DOOR JAMB (REFER/�. 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 EACH END W! MIN TO PRODUCTOIL DOOR JAMB REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16° ' AND BOTTOM OF L JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. ❑ NOTC F� @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2" wf (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 I ` INTO BAND JOIST & (4) 1/4' 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE ' t5" FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �S SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16°10 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX n 2'-°" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND SOLID w/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS P TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SEE NOTE 1BE OW701 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 BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '• 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 1/2" 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. .• SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL " F CHANNEL, SS NAIL w/ 5/16 HEAD DIA. @ 24" O.C. OVERHAN •. ,. a CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER . N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFITINSTALL ; 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB W. SCREW ANCHO ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN DBLKG. CONT 2x4 CEV OTR RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH PER 4 MIN. OF BRACE BLOCKING w/2-12d NAILS ("O CHORD EVERY OTHER SS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -'� 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (") FOR OVERHANGS BETWEEN 3/4" TO 1 17 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC ) O , �� IF USED W/ 3 #6 X 4/z WOOD --- - - - - --- 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SCREWS 16" O.C. MAX. OR IF MASONRY WALL / @ ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ � I 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 1'-0" 5'-0" SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED - °� SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE EACH GROOVE ° +� ' • ! 4 EMBEDMENT INTO ) B-B ,/4"MAX PER NAILING SCHEDULE ALL - — -- _ __ _ �' '�•' •► , #5 BAR '. 2'_0" 8" STRUCTURAL SOFFIT �� ►' .• r,°•' P , p 1'0 • .: CENTERED W/ BLOCK HEADER T TOP BTWN. ARCH 5 12d NAILS SIMPSON S FO ++ IN TOP BLKG. & BUCK 1 X 4 FURRING 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS " = .. "" SCALE: 3/4 - 1 -0 ( )FOR ALUMINUM SOFFITS WITH SPANS ° • .' . KNOCKOUT / 'cQv S REV. 09.23.2021 > 1 -4 , INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA • • CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK @ / 1 2 x 8 VERT. W (2) Od NAILS AT EA. END PROVIDE 2x "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." d MONO FOOTING -_ .. • PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF PROVIDE 2 O MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W / (3) 12d NAILS ' .• �.. SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • • • p 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 .00 '-0" M SEE PLAN 2X 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" �FR " � . � STANDARD 4 BUILT UP PLWD. BUCK- DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Hq • : 90r HOOK � SCRIBE (NOTCH) BACKSIDE 7l16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FNGT (2)10d NAILS @ 8" O.C. h #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 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY +� + + ..10 . . .. ` ., .: BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING '% `✓ �• r �• � r � `✓ � THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L + BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP 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 EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE 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") y, #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 Cr o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6'41 SCALE: 3/4" = V-0" SS to SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP_ NON SHRINK GROUT, LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° y ; v A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° p > ' `�� SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR w v CL 1 REINFORCING AS FOLLOWS: SEALANT " — 1/2" NAILS TO STUDS & (1) - MORE INFO LL' °' g PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g° ° 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO " PRESS PANEL REINFORCING INTO PLACE. :' 6" MIN. LAP SPLICE W/ p p EPDXIED w/ SIMPSON "SET" 1 z EXISTING FOOTING (2) #5x6' IN CONC. " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL " REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & "' FILLED CELL SMOOTH. DO NO FURROW. . p ° ° 3 MIN EDGE DISTANCE N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6.1MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST owo SPLICE NOTE: i14 ° p REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. - \ o ; H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE 4. 1 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (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 3 #5 REBAR. (2-STORY 16" MIN. (1-STORY) () ) A S ECT I O N 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. OF 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE APPLICATION MANUAL AND INSTRUCTIONS, SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL MANUFACTURER'S REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ' D K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" M car 0 ,I C3 tN s w C li V N x + C W Q O � H e010 N O d E w c 9 = d � � Ix 3 cc �odd� In o a e R o a P,0W •- S-( r� • N �/ FJ0 cV W \0. ,fit �'• F LC3�" ' 4u 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. t» W H E N ap C '50 tri M v w rl �LLLL u a Z0_ (0q°' a L£ 13 �m 04 O 7 W 82r-F)mw Z N M Z Z OU W ❑❑ z 2 f; a � d N N 0) Zrn .5 1rlW1 � OW 8 (n tV c N 's CD LU = d U c M � U_ p w o o° ) N ?o QIk ✓= lJ H w 0 �$ 0 a 00 Z O E �ro U <LwUID, 0 = m 0 °z v yP Za J �m o qZ Ez zz go W °O Ka` 0 Zli15 V ?r IO >� LOrn .-�L0 lit co O j L0 J r Cr T U) N T m0 m b }j 4— L 0I IL CO) CN rn o Ln Nco r E rp c, t 7 `'- V T 0 Z E O ai E m a. v _j a o JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. SS Q 171 N LO B N S M i .Q r- N d✓ CN Q� T N chi 3 4 N N FL d r-- 0 i tz cg i i a. N N N is 0 N CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: FRAMED RIDGE MAY CONV. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) IL 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 .., I.,u ` " .. 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS 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 SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF! HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR L.SEE PLAN L. FOR CANT. COLUMN SIZE & BASE l-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7116" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT �A� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER- SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=1'-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS -' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS VARIES _ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON NAILING SCHEDULE ti OUTLOOKER 8d NAILS AT VALLEY TRUSS ( ) 2X4 #2 SPF BRACING @ j 1 EXTERIOR SHEATHING INFO. 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE _ TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL— STUD) SCHEDULE SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ - FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD _. - j NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1'r r 1 1/2" NAILS TO BLOCKING �r r ,- BELOW @ 16" O.C. WOOD WALL i � - - � SIMPSON MTS12 w/ EACH COMMON / � _ MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TRUSS/ FRAMING x - OR TRUSS. 2X4 CONT. W/ (2) —�-� TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. f' l -- STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO - �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN �,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. - - MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � SECTION @FLOOR FOR CONNECTION MANUF. SPECS FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRYr8N CONNECTION 22 SECTION AT HIP GABLE 12 SECTION--@ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS DETAILS &SECTIONS 0 411113 ca o ac d >s 7 W ?s u a� c N C /a C 7 —.oLf c a N y O = N Y d dEE� > C, as � Q a 3 ry C E ro � a o�� \y�``\\�\I111I111►/i� 1' P .......SE. l F L . Q• P 0 F E S S 101 irr3111111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N N 6 m go Lo 0 'g-� j 0 � w LL M �Mv� " J Q 'L 9 U. U. IL Zf0 ` �' o L fe j o W u°'CO &0m LL=N M=J�z OU 8 W O ❑ 0 z z Z r d � N Z .6 cD a) �U O w 8 l/1 c d �N (13 U i� ll E ' z U0 x• c (n 4) Q Y N � d Q ag $R E V Ou Fz 2® oa f � as U O� z cD r0 a z ao i C/A Ga � z O z J z W m� of au a� ap chi 0 za a o— 3 > r• lsn L0 B QM cL CID r Ln Y � T •— U) CV m m � LoI - LL M 0 Lf� a) N Ln CV Q d 04 r E c Ch Z W E a a� L) _j Q o JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. D1 ;A. (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. NJ EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1L O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO (& SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR ° BLOCKING 2 OF MASONRY & 8d NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS � FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS ' 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. •o SURFACE QA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 wl (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END _MIN (3) 2x #2 SPF STUDS @ END OF ••°• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ••� G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. AL BLOCK FLOOR DECK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED �• 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") 1-1/8" RIM BOARD j' BLOCKING % -i) APIL FLOOR TRUSS/ 2x CRIPPLE AT EA. END OF OPENING NAILED TO STUD SIMPSON LSTA30 w/ (11) 10d TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/PLAN 8d NAILS @ 3 O.C. % JOIST SEE PLAN /;- (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) �� 12d TOP , TIE BEAM °� 8„o c SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING /� (2) TOE NAILS (7)�10d NAILS & (4) 1/4"x2 FLOOR TRUSS/ I -JOIST SEE PLAN NAILS G.C. TO INSURE SOLID BLOCKING TO RIM BOARD j & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. % AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED _- SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" ° ;,(, P. IL A 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE j SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR �. AT STEP DOWN LOCATION, MIN 7 „ 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) PLATE SEE PLAN 12d NAILS AT 6" MORE INFORMATION FLOOR SYSTEM OR '� BASE PLATE 2x CRIPPLES 16 O.C. 10d x 1 1/2" EACH SIDE 2 STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x C B H BB C PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 2 2 #2 1 1/2" (USE SP8 FOR 2x8 x O �: WALL) @ 24' O.C. KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B j AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE i { 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U. N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ B 0 X HEADER SEE PLAN E F TYP F F 1 2x SILL PLATE W/ 2 12d TOENAILS. () () 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & 4 1/4"x2 1/4" O TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 wl (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT c. u.` , :."I s. 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ^. ,- - — r / (10) d TOP AND SIMPSON SP1 w 10 NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • ' `PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR STUDS BELOW � (24) 10d x 1 1/2" NAILS AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. @ GIRDER BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. �, LONG NO STRAPS ARE REQ'D ) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL USE SP8 FOR 2x8 WALL 24" O.C. ) @ PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'4- WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3' 0/ F 2x CRIPPLES @ 16" O.C. () @ END OF HEADER. SEE W/ 12d TOENAILS. TF O2x4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2 EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD .. 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ' �.. W/ (2) 10d NAILS NAILED TO STUD PACK ! FLOOR DECK FLOOR DECK 3" O.C. @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ 1-JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. e•2 N a N 0 C%4 "= �LU W t C= U 0 [1 C" ro C V C4 N U K = I.L d N_ ro c CA 0 N t N C7 ro d N Y C d L Cj 3 eo Bt `' � . CL) d N CL S9 = E ro o a, u 0 \x gR0 ,\N�"\\ N v(6 O e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W a g 8 0 � _2 1 N E5 0) fn h 040 a qLL� a a Z L a) w A Co m 0 Z 2Z N � Z OU W o0 "2 Z L �4--+ .O W g Jim (/ Ly N LLJ CD i zo �o oo0R aE o U az z0 oar F•- (73 CL o E s o a U O o q¢ r6 Q°z �z C c ¢ n W 0 mo LL ZW Z m� m<w go W:EG ai o v w zla 3 LO J LO L Mj O � LO Ln m r 40 � LI) cn O U.) M � l L 04 O LO rn N N Q I CD N T E M M 0 C E C) d U Q p JOB NO: 23-00524 SCALE : AS NOTED SHEET NO. D2 v 5 n 'cnV S N i a LO N LO 0 J N O N .S C 3 Q N N FL 9 13 C t� e s 31 81 LL N N N a 0 0 ii N N \ THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK c ' 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 VE BARRIER & MRILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -11 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE DOUBLE JOIST op SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN 1'-4" PFR PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER g a W a CO W U W IX Lu DOOR ROUGH OPENING - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ETCH CH FLASHING 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS 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. SELF -ADHERED FLASHING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means 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 other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 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 OD 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 ]I1 Exception: Where the barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to 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 '' • (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 REL orsiE VEAS PAPER owN°)sE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall �i finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing door shall be installed in accordance with one or more of the shall comply with at exterior window and openings �✓ 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING , W 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ DMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w to R s st nt Barrier 7.7.At built-in putters. 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 Alt PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL, CONTINUOUS BACKER ROD &SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER a r e l a I Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -�- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY --- - -- - SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - \ DRAINAGE PLANE WRB BOND BREAK WRB Ll �1, �.�SF LATH ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH 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. ,00•0.�. 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 N N � a N o Q O W '-moo �- o C cc 4-3 N -- fl cm x r C LL Ll A vo G a y N `r•C ai 7 E s O .r Q. iv m CD �a m G e =° o v 0 M O N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W QOq E O m 8 v 0 coo N 0 N O V 0 , y U. 113 Z ss a a r a t m� O ��rnrn Z ILW LO M Z d J ZN OU 0 W ❑❑ CD z c N (^3) LL 4-0 Cn Ow Cn W wall U C r Q • �0 s� o J� z n i E ooa� i ry a O W 7 nn_® W 4 I- to CL g &a So da Z co F i ao o z tt� L `r'. c ca mx �& Z-9 J �� ab o° Qz gz W co &3 ¢0 �� _� �- glad O 12 >r-, J LO 12 _ � F- co 0 J V) T m L Q 0 U) l.C) I M M O U) rn N LO N Q t CIDN o Z M E O y r c a E ci _J o :3 ¢ o _J JOB NO : 23-00524 SCALE : AS NOTED SHEET NO. W P MsflluRR/CANE Mounting Brackets (10 Gaugel 41 /2"x +1 12' x 2-12" TT Back Cross Support (Maybe CUi to W) See Anchor Schedule Right Bracket (16 Gauge) Batts 1 /2" Dia. A325 Gate (Typ,) p �� 1' k 14 Self -[killing SCre`A's i as�sN ' i®1 A/C Unit Bottum Edge • Hurricane Strap ! (Typica1 3 in front) washers T Front Cross Support SelRocking Nuts (May be cut tow) Left Bracket (16 Gauge) a 14 Self -Drilling Screws Thru Brackets & Back Cross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane use) Splsdic ur4lall itiun JnauuLiyrea ors luuvlllesi mutts _.11 linurxatac .fur limn, lFS.g?btac Ra" Sav�.Dmwiag aYdlal le upon fagaaa Eft era YI'•I Etial VallQti lsao18igm Amnratlen 2020 Strad Vent Produde, Inc. eategarr Structural can(onerits auIsCsieg•rr. products Introduced so Result of New Teen- ogy Canpllnw Mehod EY.Wetien Report from e Florida Registered Architect or Ucrosend Florida E Prclessienal Engineer ffid aradua rea.I. Nunba a rtam. swanYentModeleiS405,q 2 ..,Mod. 0154G511 3 &M~t Model#1540-520 4 ametVent MIXi10154P521 5 am rtvwt Model 91540,524 6 SmartVarn Model OM540570 m ilnvent Modal C M0574 ,2>1111 lllaa xiam NONLIMuat R-on 2020 Drexel Abtals. Inc. Category: Roding arbCtaegory: Meat Rooeng Conlewe Method Eleluavon Report Prom a Flara1a Regigmd Anbled or. LorFields en fool Fds proreagmq Enpineer A j PrrMet MadY. NuNMr or Mama 1 de:e MINI Roofn9 Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity a C M A tndn.or a Ltrroe Vold.t9d av Men" Gnssm hoses F. N-PE. Locke Bowden P.E. (971) 441-6356 PE-73778 (334) 3061800 intoQem.tMnl.cdn Pagel al 12/10=1 20 20 lama am YaWMe9 #WMftled FOCAmrovsi Agft)f19 loot. 12M8/202t1 12/162020 i=&IN20 Approved Quallty &905LGnaiWaa Oval Funeem Flood end WMlatw Vent Assurance MNLRO 1231/1e23 AbppYldfa Use in KVKZ Y. Aooroved fa Use, outside HVILi Yee Elm ASNA ago N/A 1ode- Euasura .100A100 Duel Fund. Flood and Venting. Vent 120120221 Yea Y. NIA •100AIDO InaWged Flood Vmt IZG /202$ Yes Yes NIA x100A100 neWtad Fiord Vent 121J1g023 Yes Yes NIA 1/ookloo 16&q+a;Gr.ge Door Flood Vast 12J312023 Yes vas N!A WA Woos Well In Wished F160 Vent 12131/2023 Yea Yeti WA e1ODk 1DO 14.51Lquet 0.005 Door Flood Vent 12/31/2025 Yas Yes NA WA Flodds Department of Business & Professional Regulation Paget al Budding Codes and Standards 111`14/2m, Product Approval Application Detail lomm 20 292 18ttCfnd1nD Bore Qoo= AMMSf AUUMa Valldaal IN YAUNM R1 N= EOQAUMA Aunt man Jason Shumate Zachary R. Frost Lod. 9oerlel P.E. 08Ma2020 009/2020 08202020 I On 2020 Aoponad t502i 3M1511 PE-74021 (334)3001a00 nhurrataQdaxma.wm OudwAteunpsa Approved her use AWrmil far Use Impact vidw Product Deacdeden Contrast Rostrrlon or. In HVHt asaMMM IsitlMge DMC III OMC 15DS6, IONIC 1755, DMC 2008. 121`3112025 Yee No NIA-twill0 DMC 5V Florida Department of Business & Professional Regulation Sullding Codes and Standards Product Approval Application Detail P.W 2 a14 V25=22 �a� r� •1W�i��i�b.V i,. 4)`w Jr,.. �_. A , ��*`e4i�� Matl�'4*G �Jtr path elooma , Tea Version allenuriectunr contact Engineer& License VolldatedBY Validated SUI dW FRCsocial Approved status Revision 2020 Therms-Tru Carporstion stave Jasperson LyndonF Schmidt P.E. Ryan J. King P.E. ON15202, 12J3112020 0422/2021 0an0512021 Approved Category: Estergr Doors (80D1 643-7828 PE-4= (813) 7874M aubCateaoN' 914raing Exterior Door A4aernbies slospersontilitirrmou. co Compilations Method: Evaluation Report from a InFlorida Registered Architect or Licensed Florida Professional Engineer FL12D46a•R8 Produces iialtract P.-Mittion Dole Approved for Uw In NVHZ Approved for UK Outside HVHZ Impact HILI=2LOalDi� Design 1 a. Therrral-Try Fiber-Gaesic and Smooth -Star Nominal 8SMA 8quotlmpact&quot Opaque 12131/2022 NO Yee Yes NIA Compow s Edge Fiberglas. Single Door (Inswriamutswhg; X eatfigunatim) 2 to Triennial Fiber-Clasale and Smootn-5tar Nominal fitEa3Q8 6quotlmpactaquot Opaque 121J1/2022 No Yes Yea WA Composite Edge Fiberglass Single Door with Sidelite(s) OnaWnglOutm+ing; XO, OXa OXO configurations) 3 c. Thermo-Tru Fiber -Classic and SmootRS it Nominal 8adi50,8 8quctlnpect&quot. Opaque 12/312022 No Yee Yes NIA Composite Edge Fiberglass Double Door W fh or without Sidelites gnswingirOutsxin0; XXa OXXO con}iguretlons) 4 d, Therma-Tru Fiber-Claselc and Smooth -Star Nominen Sill, ;D &qudClrr,pact&quot Opaque 12/311= NO Yee Yes WA Composite Edge Fiberglass Single Door (InsWngJOutsvag; X aordlguretion) 5 e. Themr s•Tru Flber•Gowl: and Smootti•Star Nominal 8&M3g;0 8qu0t;lmps t&gUot Opaque 12/312022 No Yee Yes WA Composite Edge Fiberglass Single Door whh Siddbe(.) gn.W n9iCuIxW ng; XO. OX a OXO coMigura ions) 6 f. Therms-Tru Flier -Geese and Snvot Star Nominal 68100,0 SquoLlmpaetkoot Opaque 12/312022 No Yee Yes WA Composite Edge Fiberglass Double Door Win or Without Sleetaes (IneMleg/0lnswing; XX or OXXO conngura6ans) 7 g. Therms-Tru Fiber-Ce"o and SmOdh-Star Nominal 680308 8quotl ir"018quot Glazed 12/312022 No Yea Yea N/A Composite Edge Fiberglass Single Door (Inaung/Oul.wig; X configuration) 8 h. Thernv-Ym Flbor-ClesaJo and Smooth -Star Nominal 8&II &quotimpairWi2ot Glazed 12r312022 No Yee Yale WA Composite Etille Fiberglass Single Door with Sidelae(s) onssing/OutsWng; XO, OXa OXO configurations) 9 1 Therms-Tru Fiber -Classic and Smooth -Sher Nominal 60",8 8quotlmpacti quot Glued 12/312022 No Yee Yee WA Composite Edge Rbwglaw Double Door Wth or Without Satellites (Inswnng/OutwAnD: XX a OXXO Configurations) 10 1. Tnerma-Tru Fiber-Ciasak and Smooth -Star Nominal 6&a30,0 8quotl mpactsquot Glazed 127312022 No Year Yes N/A Composite Edge Fiberglass Single Door (InwueiglOutswing; X ormfigurstion) 11 k. Therm-Tru Fltler-Classic end Smooth -Star Nominal Bal ;0 8quctlnpactaquot Glazed 12731/2022 No You Yes NIA Composite Edge Fiberglau Single Door with Sidedes(s) (InawirglOutaWrg; XO, OXa OXO W of guntttarl 12 1 Thermo-TnJ Fib ar.Classio end Smooth -Star Nominal S&A ;0 8quetimpact1quot Glassed 12r31/RT22 No Yes Yes WA Composite Edge Fiberglass Double Door Wth or Without Sidel&es 11mumnDlOutmMna )X or OXXO configurations) 13 In Therma-Tru Mbor-Ctiesek srW Smoothaar Nominal 61",8 &quotlmpactaquot Glued Molded 12131/= No Yes Yes WA Open Composite Edge Fiberglass Single boa (IneWrglOule•Nnp; Xowigumtion) 14 nThermwTru Foor-Crssic and Smooth -Star Nominal 6&03S8 &quotl nmpact&gntet Glued Molded 12131/2022 No Yee Yee WA Open Compoene Edge Fiberglass Single Door Wth Glued Molded Open Sldelln(s) (InaMng/Outowirg; XO, OX or OXO -figuration.) 15 I 0. Thermo-Try F leer-Cbssic and 5n1oWn•Smr Nominal SLO g I c ' GI Molded m 8 BquoC mpg taquot Glazed 1231=22 No Yea Yes WA Open Composite Edge Fltlerglass Double Door with or without Glued Molded Open Siddhes (Ins,mr6YOutswmD, XXor OXXO configurational) 18 to Th.-Tru Fiber-daesie and Smoott.Sme Nominal SlulSo8 &q tirrpaet&grsot Opaque t2r31202'2 No Yes Yes WA Composite E lge Flbeglass Single Door with A4olded Open SidNBe(s) (InswingrouNwing. XO, OXor OXO wrrfigumb"' ) 17 q. Therma•Tru Fiber -Classic and Smooth -Star Nominal S&M.6 &quotl mpeotkisot Opaque 121312022 No Yee Yes NIA Composite Edger Fiberglass Double Door with or Without Glued Molded Open Sidelium (Incurrs/Outswag: XX or OXXO conligunations) Fonda Department of Business & Professional Regulation serial Building Codes and Standards IR 2g11 Product Approval Appilcadon Detail 'vr: - "`''1�p, *-iy`.e�•-al 'zdr .a-....,�.. :: ,, off, .n,- ., _ _.:w+ r7r i7 <u ,r q s;ma ErA* err 2" 291 G.m Pardon � lust Vernon Manufacturer M. 011 mmobly A Llcerm validated ev YAU" la0ml&et FNAwfftD l ApgrDyed WAS Reil9Wn 2029 PGTlneisblss Jena Rose.* Mamr-Dade SCCO-CER M..+Dede BCCO-VAL 11/19029 1004&r2020 11240`2020 Appwed Calepay: Exterior Door. (941) 4800100 (7e6) 315-2590 S bCdagory: Sliding Exherler Door Assemblies, lrooweMWpgantlugne.e Comallema Maned: Cerateetlen Main or Uebng om Plater #5314m1uah Answered for Use Abaew.d for Use I m rrjm RLIM aaad eroded &>rmMdgu in HVIJZ DIA" Hv+IZ AsaiMad eft , 9 80D.5870 (Loge McUle Impact) Vey Shag 01.. Door 04n42D21 Yea Yee Yea WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS 111herm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTeu Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING Mi Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8t2023 PGT Series 5500 F L239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10I20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10(20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NiA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NiA 12/16/2022 B. UNDERLAYMENTS Tamko (far Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Ply lass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 Ni 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202,1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards I252022 Product Approval Application Detail .� � . a ' .,t.: '�Y :. ili' , wM1Y vr4�5 � e Yta ... t.+'.cCCi:+.rc F,. . i_. a "4"47M:fS'(a�,":9'J�„- Y .�?t`�Iw-e .,:� : , ,,. . .. '��'.• %�S�°ti'. SDue Eatily 20 20 Date, Feel ➢a0a IM Yin Manufacturer Fit Enolneer a ucenele Valldetatl ev yal(pgpq FBC Approval 8gg�(ffi gg>pdi Revision 2020 Thernu-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J King, P.E. 07723/2020 07H21'2020 07121MMO 10/13r2020 Approved Category: Emmerlor Doors (800) 84170M PE•43409 (813) 767.8&65 SubOatagory. Swirei ng Exterior Door Assembles slosPersonathemmtru.co Compliance Method: Evaluation Report from a fit Florida Registered Archted or a Llcenssd Folds Proressional Engineer a"• Product Model. Numbersir Name Oualmr laroduct Daaenadoo Contract Aaauunde Aooegved for Exbiratlon Win In MVHZ Use ABgrovd for Use Outside HVHZ Ree� Present 1 a. Thern a-Tru Fiber-Cleosic and Smooth -Star Nominal 660113;8 aquotimpactdquot Opaque 12131 f2D22 Yes Yes Yes WA Composite Edge Fibeglow Single Door (I nawrg70utsMN; X canFgurietion) 2 b.Thermo-Tru Fiber-Cbssk and Smooth -Star Nominal asM,86quotlmpactBquo. Opaque I7J31)2022 Yee Yes Yee WA Composite Edge Fibsq)lass Single Door Wth Sidelie(s) (lnswinglOutowng; XO. OX or OXO oonfigora8one) 3 o. Therm-Tru Flbar-Clo olc and Smooth -Star Nominal 6&#3g li 8quoOmpectaquo,; Opaque 17/312022 Yee Yes Yea WA Composite Edge Fiberglass Double Door With or vimout SieWff- (InaWng/OuMfMng; XX or OXXO cormgurallony 4 d. Therma.Tru Fiber-Classle and SmuothStar Nominal 8&M,08quoklmpocAquot Opaque t2/3l/2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (Imenfi glOutsvnng; X configuration) 5 a. Theirm.•Tru Fiber-Cle... and Smooth -Star Nominal 8&a30.0 &quctlmpsdaquot Opequ. 12131/2022 Yes Ya. Yes WA Composite Edge Fiberglass Single Door Will Sidetbe(N anawnd0utowing; X0, OX or OXO cordigurabons) 6 t. Therma•Tru Fiber-Clasalo and Smdh.Star Nominal 8&rY99;0 6quotlmpact&qupk Opaque 121312022 Yes Yes Yea WA Composite Edge Fiberglass Double Door with or without SIdeIRss (Irawing/OULawlnp; XX or OXXO wirfigur.tiems) 7 g.Thermo-Tru Fiber-Ciii and Stria br Nominal 69#3s88quotlmpaetilquol; Glazed 1213i r= Yes Yes Yee WA Composite Edge Fiberglass, Single Door Onsvkng/Oub ring; X configuration) 8 h, Therms-Tru Fiber -Classic end Brnnoth-Star Nominal 6&e*8 aquoClmp.dl,quot Glued 12131I= Yea Yes Yes WA Composite Edge Fiberglass Single Door vntr Stdalim(s) onovAnglOuten ing; X0. OX or OXO configurations) 9 i Thermo-Tru Flbei-Clonssi; and Smooth -Star Nominal 6116a36,8&quotlmpsd" Glued 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door vAd1 or Without Skisilta (InaWhg/Outeurtrg; XX or OXXO conbg uratlons) 10 (. Therms-Tru Fiber -Cando and Smooth -Stair Nominal 841,e30;0 &quotlmpad&quot Glued 12/312022 Yea Yes Yes WA Composite Edge Fiberglass Single Door (InswnglOubvmg; X configuration) 11 kTllerm-Tru Flbw.Classle and Smooth -Star Nominal 8&a3D;D 8quot enpedaquot Glazed 12J3l r= Yea Vas Yee WA Composite Edge Fiberglass Single Door with Sidalts(s) OmwingifOutawing XO. OX or OXO confgurotions) 12 I. Therms-Tru Fiber-Cleaac and Srtwolh-Sbz NOmIna18&N3D 08qud;lmpactaquot Glued 17J31R022 Yes Yee Yes WA Composits Edge Fiberglass Doubts Door veth or Wdthout Sided ites (Insaainvoutrwing; XX or OXXO config urati m6) 13 IT. Thermi Fiber-Clessic and SnaolhStar Nominal 68&11391.8 Squotlmpactaquat; Opaque I2MI2022 Yes Yes Yes WA Composite Eggs Fiberglass Single Door Wth 8quatNon-Impadlquot SWalRe(a) (Imming/Outsome; XO, OX or OXO con igumbgns) 14 n. Therms•Tru Fiber-Clossb and arlleoM Sbr Nominal eaAW,B 8quotlmpect8quot Opaque 12J3I r= Yes Yes Yes WA Composite Edge Fiberglass Double Door path 11quotNor.lrrpad&quot Sidelites(Inswdng/Outawi ng; OXXO oonrgurseon) 15 0. Thaterst-Tru Fiber-Clossic and Ctracon •Sutr Nominal 8&e3e,08quot lmp"quot Opaque 12191r= Yee Yee Yes WA Composite Edge Fiberglass Single Door Wth aquot,Non-ImpadBquot; Sid.11te(sl oneriirg(Outswing; XO, OX or OXO cordpurations) 18 p. Themal•Tru Rber•Claub end Smooti.Stor Nominal 8&*WDliquotlmpad8quot; Opaque 12131/2022 Yes Yea Yes WA Composite Edge Fiberglass Dou bib Door Win fi quot.Non-(mpad8quol; 8ideldw (mswng(Ourswrng; OXXO Confgurartion) 17 q. Tharma-Tru Fiber-Cheulo and Smooth -Star Nominal 611LOW.8 8quot Non•Impadaquot Opaque 12131IZ022 Yes Yes No WA Cornpeshe Edge Fiberglass Single Door nnawingloulewits; X waif guravon) 18 r. Thermal Fiber-Oal sc and Smooth -Star Nominal 88dY3s;88quotNon-Impad6quot Opaque 12/31 QW Yes Yee No WA Composite Edge Fiberglass Single Door with Sidelte(s) OnevAngrOulew4ng, XO, OX a OXO configurations) 10 a. Thwma-Tru Fiber-Claaeic and Smooth -Star Nominal Bae39;6 &quM;Non.Impadaquat Opaque I MII= Yes Yes No WA Composite Edge Fiberglass Double Door WM or Wthout SkWHaa (InswlrglOutivAng; XX or OXXO wrill urabom) 20 t. TheYrtr-Tru Fiber -Classic and Smooth -Star Nomm%I8&R39;06quMNon-Impact5quct Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door (InleWnglOuhewing; X conlig-leer) 21 u. Therma-Tru Fibor-Classic and Smooth -Star Nominal 8"*.D&quotNon-Impac(&quot Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door with adolkill (InswiWOutawnng. XO, OX or OXO wrdlouregonse 22 v. Therm.-Tru Fiber-Clossic and Smooth-Btar ,Opaqu2/31 Nominal S&WSO;0&quotNon- Irl".15quot e 1r2022 Yes Yee No WA Composts Edge Fibagleu Double Door Wm or WMoutsidalitas Onawiny0ubw0ra; XXa OXXO wnflgumbon8) 23 w Therm►Tru Fiber -Classic and Smooth-Ster Nominal 08Ji30;8 8quotNon-Irnpadbquok Glazed 112,13112022 Yes Yes No WA Composts Edge Flborglose Single Door onsWrglOutawinp; X configuration) 24 x. Therma-Tru Fiber -Classic and Snwoth-Sher Nominal 8UM,,8 &quott4on-Impact&quot Glued 12r31I1022 Yes Yes No WA Composite Edge Fiberglass Sigle Door with &dell•(s) anewng/OulwAng; XO, OX or OXO configurations) 25 y. Thermo -Tru Fiber-Clasge and Smoom•Star Nominal ABJY3g;8&quotNorulmpsdaquot Glued 121312022 Yw Yee No WA Composite Edge Fiberglass Double Door Wm or vdthoUt StlBl"s (InsoMnWOUtaMng; XX or OXXO configurations) 26 z. Thorms•Tru Foar.Cloaso and Smedth.SYsr Nominal 88a3g;0&quot,Nort• Impect&qudt Glued 12/312022 Yes Yu No N/A Composite Edges Fiberglass Single Door (I nsW ng/Oute wing, X oonfiguration) 27 era. Thermo-Tru FiberClassicand Smooth -Star Nominal 8039.08quot ail Irmaa6quot, Glued 121312022 Yes Yee No WA Composte Edge Flba+glaas Bugle Door with S else te(s) Orisvi g/Outswing; XO. OX or OXO wrifiguratons) 26 zb. Therme-Tru Fiber-Climaic and Smooth -Star Nominal 8&a39;0 &quothl n Imgd&quot Glued 12/311= Yes Yes No WA Compoanns Edge Fiberglass Double Door Won or without Sidat"$ (ne ilrWounnAng; )Xa OXXO configurations) Florida Deportment of Business & Professional Regulation Building Codes" Standards Product Approval Application Detail Pop 1142 tar2D2t 14! K MI aL&kdla �CItGRS A dylhy i�;; Y? roam slight or R& Au OMe em.ga am n� YIBIgD saromemguc lamagl loDlmtta"mu YaIMIM& YWU" awing FMCAM." humud agn R.wslon 2020 MI Wildinim and Doom 8reM aft lager Luis Luis Roberto Loa Steven M Union, PE 10g612020 t000n(i2g 101192o20 12/15=20 AFproA d coastal Earenaar De 17171365.3300 PE162514 ri17)317.8454 "Caelpry: 80dn0 Extend Does Assembles bsmnget®mhvd.00m ConplWts Medved Evaluation Repo torn a Florida R.giq.lsd Mantes W a UWsod Florida Professional Enginoa slat heduct Model. Number or Product DSWJIWan easily Assurance AnneenaQ(dayse BpWovW contraotE.tvidainDole Iu.HVHK out"mm for Use know RLIM aelllft 1RLUM 1 SERIE9420 ALUMINUMSGO SERIES 420 ALUMINU M SGD OXO 12012024 No Yale No WA 145-3/44quorX60Squot: NON -REINFORCED 2 SrPIE9420 ALUMINUM SGD SERIES 420 ALUMINUMSGD OX XO.XX 12/31/2014 No Y. No WA 96&qudpr806quat NON-RMNFORCm 3 fiERIEfi 420 ALUMINUM BGD REINFORC® &FRIES 420 ALUMINUM eGO REINFORCED OXO IM112124 No Yes No WA 14sv4&auaxmagaa: 4 BERIEB 420ALUMRJUM 80D REINFORCED SERIES 420 ALUMINUM 6GD REINFORCED OX 120112024 No Yea No WA XO, xX986qualX966qua; 5 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALUMINUM 600 REINFORCED XXX 12/31/2024 No Yee No NIA I436quaJrell quet. GM zm Vaalori Mantdwture Issue" 2D20 Were ooken, a "am oroveme.d Door Corporation Caapay: Exterla Doan SuIrColopory: 1Secbenal Extador boo Assembles Campll9ne• Maned: EWualen R.port soot a Florida Regletarod Arehneclors Umsed Floods Prdesslonal Engineer FLKWA14M C[n01Mt 3 801)(1r61000200a1105 10 800MIOM200#1123 It 6000mi[I"20001124 Fronds Department of Business & Professional Regulation Paget a2 Building Codes and Standards Ia2p21 Product Approval Application Detail • ... ,.'... ., pAr :4. ��i�YrY - .y"r;.:. - .:. .. ... _ Y - _ _ viil�".� Elltlh a[ ➢Ma 2KA c ones Panel- no sew EMMM & UMM. Validated av ValidatedaWOMt EagAaRMW A1N rWM RIIM Dwayrme Konnh John E. Met. JWM P. Arneson. P e 1 W12020 09292020 10232020 12MBr2020 Approved (330) 7610121 PE-51737 (904) 821.5200 dkorn"wamedabon.c M )alalgl &aMl®f AggrmtmlalM baW&2ttMgU koW RIM larroduattimilothan cmud.ImlrM(snl�Lc In mvmz OU Md Xkg L Rim" m1lwn f&03CMev 1dhA4&f39;Mevhdghl Gledng IV312025 No Yee Yen •31.001-35.OD available In to alnhemaldge slow 16400 Max Weh. 146A39: Max hslphl. Glazing 12i`31=3 NO Yes Yes-30.001-33.50 avalRble In top or Intermediate section. 16aosa. Mess rxdth. 1,16413e. Me x hoot. Glazing 12I312023 No Yea Yee •34.40FJ8.30 evalaeo. In top or Int. mill( 9 62ion. Florida Department of Business & Professional Regulation Paw, a1 Bulking Codes and Standards 110=1 Product Approval Application Detail S'erli r0attst no am 01"Posethan ma lY0 Yaru_ aa0110agut >i EOMWf.ilko07t YMIWtot.®( YaWMW &am= EWL&OMM Again man R"91W 2020 Carley Clrlsn aAADO Inc Tom Raney UL LLC Troy BNhoo, P.E. 12110/W20 12A112020 1221/2070 Apon d Cul"o : Exterior Doors :8411494.2613 (954) 947-MO SUICa4g nrin Entonor Door Canponmta tan rW.y(tae.eebuly.e. Cemplalnto Method Cor00tocon Matt a L4dmg m TLi"Sl7.Ra Aaduala Quality Assumni am 02ME A" pmuarrrer. Rana. a wm. lLgWal.OfiHIg11o0 S 1W �� u.e gwLtksm Alnro soul" IItaaMd 1 OOr, far, 74r, ran 757, /7L and 84/... and I.. d Finer, GleaW. ono Louvered anal. end win d 1?7312025 Yes Yee Yes WA Doom haler meta doom. Florida Department of Business & Professional Regulation pa 9u Budding Codes and Standards Product Approval Application Detail not 02 1 &7D21 MYINw EWO 2le Dace leanAna DMe DA TE Aga Ytmiaa VilmlasisM ram Eft sd vaifahL xiwwld imme m aC Armondma hu=M al Review ZD20 MI Windows end Doors Brant 81111ngor American Arohneaural Steven M. UrW,. PE 11117020 1IM712020 1127/2020 Approved Caegay: Winds" (717)365.3300 MenufsuNuror) Assooigbn 1717)317.8454 SubCalegory: Single Hung bulnpmGlmwd.eom Conlpllanes Method: Corbleadon Mark or Using QWWMAAIKUM A-,,d for Us. Aggflmtlgutu ill = PJYm llDd Prod ct rad.L Inumber a wma PrIn HVHZ outside H HZ Pressure 2 165 Sit 52X72 Finkings Frame IGO, Single Hung 1 woorml, No Yee No •60/40 Lamwaed CMs. N N e- 0 o- L CD L �- � O 2C tU .0 -0 0- T�W l V U O ro � C c O N O M O .0-0 ash O 2 Q. -0 . C V J Q M !V 0 !V 1!� Co -G > O IJ1 ems- O n O 10 V N w = Li. CL 4,7 C14 N � N � rn o eo d � � r •7 d 4v If C O In L' � E o 0. cos O CD E _ I CU > O tie. 0 CL Q v O L CL ICU O CC CC W �^ W Z z � Z Q J a SHEET N0, PA 1.0� Florida Department of Business & Professional Regulation Pages as Building Codes and Standards 1/262022 Product Approval Application Detail .. -Conrad smtia '. Jb110tg[ 20 Dtffi � W )f�j�. a1aa61 Enalnaew&Llmn lidatedl By ValldstailAiditatto FSC A=ro l tialLa Revision 20M Therini Corporation P.E Steve..hsperscn yid SchmidtRyans P.E. 10A7 1202 1�51anned Approved Category: Exterior Doors (80p) 843-7626 PE-43409 (013)1674655 OubCaNgory. Sniriging Exterior Door Moernblies e)asp irewnligthermatru.00 Compliance Molted: Evaluation Reportiroma m Florida Registered Archle*t or a Licensed Florida Professional Engineer FLMl04a1.R7 Praducta QualwAlsllmnce AaogCflmf9rUm ApofoVWfarurte 1m2m affim $24Y Product Model, Number or Name Product Description Conked Expiralan Data to MYHZ Outside "We Raahur4 Pleasure 1 a Therms-Tru Fiber -Classic and Smocth•Star Nominal 66411216quogNon-Irtp"Squot' Opaque 12/31121W No Yes No WA Composite Edge Fiberglass Single Door J nsanrglOuisrdnp; XconNguratlon) 2 b. Thermo-Tru FlbanClasab and Strewth -Star Nominal 81IMMI lquotNon-Impact&quot opaque 12/3112022 No Yea No WA Composite Edge Fiberglass Single Door with Sicwwa) QnewingloubNirg; X0, OX or OX0 mmfiguradans) 3 dTherm..Tru Fber-Claplo antl Smootn-SMr Nomhlal=31:e BgLmt;Non-1w"cMquot: Opaque 1213112022 No Yee No WA Fiberglass Composite Edge Double Door Win or Without SkWitae (IneairglOuteMne XXor OXXO conRpurafiona) 4 d. Thenni Tru Flbw.Classic and Smooth -Star Nominal 70361,01fquot Non-Impoctdquot Opaque 121311202E No Yes No WA Composite Edge Fiberglass Seigle Door (InMJrg/OulawMg; Xconngurshon) 5 aThem+a-Tru Flcer-Clssalo and Smoclh-Star Nominal 75N3e,0liquot Non-Impeoi&qupt Opaque iv3112022 No Yea No WA Composite Edge Fiberglass Single Door with S(delte(D) (Insveng/Outswing; XO. OX or OXO oonfiguratlons) 6 1. Therms-Tru Flber•Classlo and 3vgath-Star Nominal 66a39;0&quotNon-ImpsoMquot Opaque 1213112= No Yea No NIA Composite Edge Fiberglass Single Door OnwninglOutawna; X wrdlgursdon) 7 g. Themes-Tru Fiba-Cheek and Sirrooth•Stor Nominal 6841*0 ftotNon-Impoccliquot Opaque 12/31I= No Yes No NIA Composite Edge Fiberglass Single. Door with Sidelhere) (InanirgrOwIw#Ang; XO, OX or QXO wnfigurations) 8 h. ThemwTru Fiber -Classic and Srrlooth-Star Nominal S&OV0&quotl4on-Impw48quot: Opaque 12131 Q= No Yes NO NIA Composroa Edge Fiberglass Double Data Wth or irtaw SW*Ms (Inlwing10uravir l XX or OXXO wrifiguation0) 9 L Therma-Tru Fiber-Chossio aid.Smooth-Star Nominal 89#30:84LquatNon-Impna&quot Glazed 126112022 No Yes No NIA Composite Edge Flbarglaw Single Door onsw rig/outewirg; Xcordguladon) 10 ) Therma-Tru Fiber-Cbaslc and SnmthShr Nominal SUN;B&quotNon-ImpaUBquot, Glazed 1213112= NO Yes No NIA Composts, Edge Rbwglaw Single Door with SloaiNe(s) (InswgfOulaWmg; XO. OX or OXO configurations) 11 K Themla-Tru Frxr-Classlc and Smbom•8ter Nominal 06N3O:8aquotNon-ImPPa*gwt Glued 12/31J2022 No Yea No NIA Composite Edge Fiberglass Double Door pith or vAarout Sldalftes (InswrnerOutarMng; XX or OXXO alnflguradons) 12 L Therms-Tru Fiber-Cloaslcand SmoothSmr Nominal 7'0&quotNon•ImpeaSquct; Glazed 12131QD22 No ym No NIA Composite Edge Fiberglass Single Door gncwingfOwto, irq; X alnligulation) 13 m, Thermo-Tru Fiber -Classic and Smooth4ehor Nominal 73031 &quotN.r4mPwagwt Gazed 12/31rl= No Yea No NIA Composite Edge Fiberglas gin la Door with Sidel6a(e) (Inenlhgf0utavina: X�, OX or OXO configurations) 14 n. Theme -TN Flbw.CWmft and Smooth,Ster Nomileal S&WA:O&quotNon-ImpKffit", Closed 12/31Y2022 No Yes No N/A CompoN4 Edge Fiberglass Single Door OnslMngrOutawng; X omllguroban) 15 a Thamta-Tru Fiber -Classic and Smooth -Sher Nominal 680IN 0 &quotNon-I mpactaquot Glazed 12131/= No Yes No NIA Composite Edge Fiberglass Single Door Wit Sidells(s) (InswinglOutswing; XO, OX or OXO configurations) 1s p. Thermo -TN Flbw-Clawre and Smooth -Star Nominal 5AMg;O&quothlon-I mpscSquot; Glazed 1213112022 No Yea No NIA Composite Edge FlEerglass Double Dow WO of without Sideliheis 0nswingloutswing; Mar OXXO configurations) 17 q. Thorma-TW Fiber-CMssk and Smooth -Star Nominal 6& INA aquotNon-Impoct" Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass Single Door WMh Transom (InanirgKkds%ing; DIX confguratlon) 10 I. Themea-Tru Fiber-Cassic and Smooth -Star Nominal 61,039;88gUacNon-I mpactlquot Opaque 12/310022 No Yes No NIA Cornp*aNe Edge Fiberglass Single Door with S'dirlds e) and Transom (In rml,00ulavdrg; O/XO, O/OX or OIOXO configurations) 19 s. Therma-Tru Fbar-Classic and Smooth -Star Nominal 66039;08quo0on•Impacdcluot Opaque 12/3112022 No Yes N. WA Composite Edge Fiberglass Single Door with S chada ej (InavdnglOulavAng; XO, OX or OXO Continuous Hood and $ou mhdlgulebons) 20 tThemis-Tru Fiber-Cbuk and f3moom-Sror Nominal 9&M3g:0&queeNon-Irrgad&quot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Simla Dow Wth s daila(� Qnsw rap OdbV4 g; xgO, ox or OXO Continuous Head and 911 mnNpuratiofhs) 21 u. ThemV TN Fiber-Clesslo and Sntcon -Star Nomino16aM9e;8&quor:Npn-IrtgMCLaquot Glares 12f3l/2022 No Yang No NIA Composite Edge Fiberglass Single Door clth Sld W&) gosvolnglCutanving; XO. OX or QXO Continuous Find and 811 corrNoursdora) 22 v. Therrrw4ru Fiber -Classic and Smooth -Star Nomnng:I6aM31tOSquotNon-lintaol6quot Glued 1V3112022 No Yea No WA Composite Edge Fiberglass Single Door with sldafae(s) pnswlnWOulavdng; XO, OX or OXO Condnuous Hood and Bill configurations) 23 w Therms-Tru Flber-Clsselo and Smocith-Star Nominal Uilcli 6 dquotNon•Iny2ard6quot Opaque 12/31/2022 No Yea No WA Composite Edge Fiberglass Door Penei vdth Vented Sicwla(s) (Inom"alDulainval XX )=or XXXX configurations) 24 x. Thamr-Tru Fiber-Cisasia and Smooth•Star Nominal88411*0 gquo0on-Inpadaquot Opaque 12alf2O22 No Yes No WA Composite Edge Fa erg less Door Panels vdih Vented Sidelle(s) pnsviingfoubwirg; xX xxx a Xroa( oonSgurallons) 25 y.Therm-Tm F bwLlaaslo and Smooth-Sar Nominal 68M3B:86quotNon-IRpsd&quot Grazed I2J3112o22 No Yes No WA Composite Edge Flberglose Door Pa hour v4M Vented Sid*IW* gnswingtOubwing; XX )00(or )O= ooMpurations) 26 z. Therm•Tru Fbar -Clasaib and Smooth -Star Nomina160M30:O gquotNon. IrtpaaBquot'Glazed 12131/2022 No Yes No WA Composite Etlge Pinang hum Door Panda vAM Varied STdettoi Q nswingtOutswng; XX, XXXor XXXX oon0gw20ons) 27 as. Therma-Tru Fiberraassk and Smooth-Ster Nominal OW39; 88quot; Non-Impaet&quot Glazed 120112022 No Yee No WA Composite Edge Fiberglass Single Door wth 364t39;0 Sidelbe(s) OnsvimW Outsie 1p; XO. OX or OXO oonfigurations) 28 zb. Thermo-Tru Flbar-Classic and SmbothSter Nomiml SLIM; 8&ganot Non-Inpad&quot Glazed 1213112022 No Yes r4o WA Composite Edge Fiberglass Double Door with 38dKSB;O Sidelii as OnawinglOutsinmg; OXXO 0011Ngun00n) 29 ze. Theme-Tru Fiberr-Classic and Smooth-Ster Nominal 88dr38;0 aquobNon-Impaot&quot Glazed 1 V3112022 No Yes No WA Composite Edge Fiberglas Singla Doe with 38M3g;0 S+delit(sj Qnavingl0utvsng; %, OX or OXO 30 ATherma-Tru Rbo-Classic and Smooth-Stor ponfigurafiana Nominal 88 O9quotNoh4mpaet6quot, Glued 12A112022 No Yss No NIA Composite Edge Fiberglass Double Door with UdGlt0 SklalNas (InvehrWoutswing; OXXO configuration) 31 at, Tharm•TnS Fiber-Clia lc and Smooth -Star Nominal 7ma99;0&quOt:Non-Impactquct; Shgk& 12/310022 No Yes No NIA Swill Composite Edge Glazed Fiberglass Single Door with or vilthout 1 &ON:2 Sldella(s) Own,vinglOutswhg, X OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Page,1 d1 Building Codes and Standards 1&2WI Product Approval Application Data It Florida Department of Business & Professional Regulation Pap 1 a Building Codes and Standards 1f5mi Product Approval Applicadw Detail Florida Department of Business & Professional Regulation ►age l dl Building Codes and standards Mi921 Product Approval Applic ation Detail Florida Department of Business & Professional Regulation page I of 1 Buliding Codes and Standards afJ0:1 Product Approval Application Detail S90 attars A+Et 20 cut Pending an zm Y"on jibe gam, cement &WOW fAGAMO Ml AR22W a" Review 2020 MI Windows and Dods s em attbaw American Architectural Steven M UrIch. PE 10006=20 101082020 1WI W[O20 Approved CMepay: Windows (f17)395.33011 Manu/aMnell AFYLMUM (71 T)317.8434 "C tonow HattaMel3eder buBklpsrrQmMd.00m Compitinde I Moo Commotion Aktk or Laa10 Fuhst61aesProduces, .. ,.. g'kdmL6 kytergk Ahw&MfwUae AOWoyedfor Use )fit atom asaa &AQNLAardjwm Contra Eatl[.UW eta In HVMZ outsm him Rtualita P..— 1 H$ its Fln and neng. Fume 73x021nsuhted ocas 02/1$2024 He Yee No +55R55 Florida Department of Business & Professional Regulation Building Coders and Standards Product Approval Application Detail Papral 1151=1 Florida Department of Business & Professional Regulation Pei Building Coders and Standards +(okai2+ Product Approval Application Detail g� a.... ams+r a ame,. 20 am .. ... Atha � . Etla6Ot ,. r .., ..- .. tam J2n ... Data ftadaa aftaft]Ygk Yeilm Bea EnNnew& Lkwue xdwmmm XW"m albLwLhmm3k Alleging Sfala lYgm Vogel- M"yiliw lw jgofggtkjJ, Va1Malad av Yd"M aSe� FIND Ammyal ate ells& Ra"Iticn 2020 Janes Hal Bulklna.Products. Inc. Chad 014rello V. Andrew TAn Jahn SOutimm P.E. 010512A42020 oilmo21 12021 ring FBC Appn RMfon 2020 AlaM Nick Thompson Lyndon F. Srhmkt, p.E Ryan J. King, P.E O2152021 02115/7021 02r122021 MN2021 Approved calew.Panel Wells is t646-8659 11 (162)387-2520 CAtagawPenal Wall, 1330)922-2349 PE.43409 is13)7s7-ass5 sucCMseory: Sting Ohed,dleras@Jmas herd t16CN2pm• Seft m)iampbenealeda.com Compliance Memo* Evaluation Reach torn a e.eom Compliance Named: evaluation Report time Flo40AReg+shered Arcnnwt or a Licensed Florida Find. Registered A dread a a Ucahsad FleAds Professional Engineer s4rKW/7g-a Professional Emmaus .. rummumpneandib - ,.. SrMllgt&mnrao6. AaOronwlslor U" Ataroyed for Use egQggj.. ! taeA,,.aa ,. - oyaisv A.ele.aw A,,,,-d for Uae Amrevedfa Use jwARL 2Ldm AMA Preduct MOM Masba Of N&M Product Carti gykimm Did! In MVMZ outwe MM RllMlard Pressure. seen R." Model. Nunan a Nema Product 0—notlon Cartraa KWml- two In HVKZ CUMde NVHL LtoOdat Prey 1 Cemprenk Lap Sidling sber-amant lap siding 17012023 Yet Yea NIA NIA 1 a. BquG2Tt cr' 80* Vol a Said V)nv som 12131,21023 No Yes No WA 2 HwdePknk Lap Siding lber-eamee lap skiing 12012023 Yes Yee NIA WA 2 a 8quctAlkince 744090t: SOMt Vnl or Bald Vnyl Sells 12131=3 No Yes No WA 3 *.&Wct:Grenbner Vintage eaidedUN: Soler Vanier Bola Vnm We; lWir023 No Yee No WA 4 d &Wo:05&Wa1: sank Vents Slid Vinyl G. M 12/312023 No Yes Nd WA 5 e. Aquat:Clhwler, oak&quot Seem Venl wtatlld Vinyl SOM 42131=3 No Yes NO WA a f. &quct:s pus spocsgw t; Sant Veru or Solid Vnyl Sofa c mia23 No Yes No WA Floraa Department of Business & Professional Regulation Pep 1 a1 Building Codes and Standards 11 Product Approval App11C stlon Detail Florida Department of Business & Professional Regulation Pops 1 all Building Cedes and Standards ++ Product Approval Application Detail Lt�,dt Irdmer&Liewue SUN- IRA: 2& �! ad A& Qft Inner ain lgtt Site IW*Paaang Jilt Yutlan lanufMtWOa. VYrbbd Br zoiw LWmWffi A,—v d Btaa IyJu YaDIM2 a10Yrer2 m Conrad lL6caHa kogd" Yaafataa ban" LIUAMMA 9BgImsO a" Revi.ldn 2020 TAMKO Building RolluQa LLC Ilan Edon Rtben Nbminon John W. Knees,". PE +M0412020 06✓1912020 IGA=020 12MSM20 Apprised Revision 2020 L.V. Thonpow, Inc. doe Thompson Archilecturel Tony cndNman Zod" R. PrNd Steven kit Lal PE pan 712020 oane2020 092M020 12,15/2020 Approved Callow. Fighting (4171824.8544 PE59186 (VA)7724nil Melds Cwoany(TAMCO) (812)24rJ4511 pt574021 (717)3IT-6454 SWCa� eey: Undnrymards kwlf_sdanQlwnlio.— Ca4gdy: Rooet9 lamyagoraertaaYngcan Compatriot MMo@ Ewuerw Repot tram a WJXWepbry: Racing Acce"solY" that ere a Rostot RepnNaretl Architect era Licensed! Florida Inisral Part wthe Roorng "am Compliance NMoa Evaluation Report tom a Professional Enpkmew Fl**% RaBlNwad Architect w e Licensed Florida lubr2S1J4aa Reduats" .. •.. - . Protesalon lEndn"r dmilty Assurance Abafpwdcar use ARTA"dfa a maw WAM .... ., AMA PpdudtMed.i.Nunbwwxane InHvHZ Outdo,HM Bt6Etaat EMIMm SherryAourseas A=owdlorUse Approved for Use knu MOM 1 TAMKO Roof Undertymoms(HVHZ) Rowundedaymnlr for Use in F BC HV1rZ 0602M Yes No NIA WA AM Productg ill In NV12 2wwdL,dM Rubio EMAMM Nn6do3ma. 1 TAk= FIM Top OiNledqs Vent with Dead lw Tat 20 gL SWOO redfYNltiNter With banks oa0B m Yes Yp NA WA 2 TAMKO Roor Undirl,ymems(NON44VHZ) Reofundedaymerds for use In FIi nw-HVHZ OWA2M Ns Yes NA WA 2 TAMKO GoosonackVent 20p.. OWN2M No Yes NA -042.5 ineddkres. 3 TAMKO Off -Ridge Rod Vent with Sense 20 Cie. Notlo roofveMlNtor with lntprsted banks 001002026 Yas Yes NA WA 4 TAMCO Round Top 011-Rkae Vent with SaAk fw TIN 26 gal- static rodvwtlWa Mth home 01hfOW2020 Yes Y" NA NIA Florida Department of Business & Professional Regutetlon Pap 1 er1 Building Codes and standards 117=21 3/157022 Product Approval Application Detail FLtf6299-R31 2 iQ Entux or B$9i CIS GEt4 D31>;4 Status T,(jm Version Manufacturer Cantect Englnear & Validated e>f Validated Submitted fig. ARRL4YSSt Approved Revision 2020 POLYGLASS USA Maury,Alpart, License John W. 1DaW020 1012212020 EC 12/15I2020 Category: Roofing S954233133OSmalpertapolyglass.com Robert Nieminen Knezevlch, PE ARRLRY9l C locate o • PE-59168 (9541772-5224 11/01/2020 u g -7 Underlayments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FLA62WR31 Produeft yp slat a-* Product ModM.NtaribM'orNerne 10 fhodual).esrig6jg(q Elf 1 Polyglass Roof UndedaymeMs Rooang underlayments 101214022 No Yes WA 1 Polyglass Roof Undedayments (HVHIZ) P*gls" roof undMayments for use In FOG 1272XI Z3 Yss No WA HVHZ )udadk9loro. 2 PoiypassRoo UndarlaymanN(non-HVHZ) PolypllissMar undenaymsMs.for u9eIII 12123.1d023 No Yes WA FBC non-HVHZ jurisdictions. 1 Polyglass Roof Undaffayrnenb (HVHZ) Po 1146 roof undenayments for use In FOG 12(23/;t023 Yes No WA FM4� 1wrledk®c ss. 2 Polyglass Roof Undo"wits (nos-HVHZ) PO last roof undentiglmarts, for use in 12/23=1 FB non-HVHZIudedktlons. No Yes (VIA 1 Polyglass Roof Undedaymems (HVHZ) Pdyglass roof undedayments for use In FSC12121y2172J Yes No WA HVHZ fufiedidiaro. 2 Polyglass Roof Underlaymellts (nos-HVHZ) Polyglass roof underlayments, for use in I2f2Y2023 No Yes WA FBC no"VHZ Jurisdictions. 1 Polyglass Roof UndertaymeMs (HVHZ) Polyglsts rodundarlaymente for use In FBC12/23P2023 Yes No WA HVHZ jurisdidbons 2 Polyglass Rod Underlayments(ran-HVHZ) Poyglaesrod undelayments,far use In t2/230M No Yes WA FBC non-HVHZ jurisdictions Florida Department of Business & Professional Regulation Building Coda and Standards Product Approval Application Detail — 4NIA/5225 WA +WM-832.5 WA • WA/•022.6 WA +WAlr,=:5 N/A +WA/-WS Pop i d2 10212021 linift or am go Star P-,f— no zm Vera n iYigidea a srotad Engineer LUmenst ril c Yaeidllad aFamifted F&C Amearval hmmud atlas RpNsi 2020 MIT* Inc Erin Walden ICC Evaluation service, LLC CC EveluYon 9ervalk Oan 12021 06MOM21 OBN2/2021 Approvals Category: structural Campo or" 1952) 828-M5 LLC. subeaagarr: Truss Plates awaldanlaMl.eom (200) 599-BON Compliance readied: LN*uwiw Report ham a Product Evaluation EAtty, aknj Product Mope. Number or Name Product DMIIcdm coraad 6imlrMlon DM. alogiliduaLible Amrowd In Will ouwck for Use lesson Redmt WOOD Pllswura 1 M18AHs 18 he. high strength Wes awneclar plate 12/312022 Y. Yes NIA WA 2 M168H6 18 gal super high strength (mat cwnactor plate 12131,2022 Yes Yes NIA N/A 5 MI 16 16 ga. karts corinwor Plato 12131,2022 Yes Yet NIA WA 4 11,171014e 18 ga. high strength truss comedur Pat 12/31=2 Yes Yes N/A WA 5 MT20µS 20 ok high strength huts connecter plats I V3IrX22 Yes Yes NIA WA e TLi6. 11,1118 is as. t.. camider plat" 12212022 Yes Yes NIA NIA 7 11;20, M720 20 ga, thiss connector plate$ 12212022 Yes Yet NIA WA lad! ., .. - .. slash a - Pet 20 Dab Pending 291 JYme Vaalan l,mlfesai- 21= Eirwhi sera Ureae xiog1 lgAt xdg&d aNaalibis Fac Andrei AggmlMd AKu Revision 20M Lorrdnce Kahlns Jerky Jal1k. L, Buaknw, P.E. Seven M. Unch, PE 1123/J020 11231'2020 11292020 ding FSC Agar- Caagay:Roang (501)96344163 PE-31242 (717)317-8454 subcategory: Redoing Acseesaks than we an RNlet@k]mene*:oem IniprW Part citing Rooting Syatwn Cornplleride aredi Evaluation Report ken. FloridaRepelerodArchlect or a L"r eed Florida Prcr"almal Engineer Onsm AWKp k Apaowe for use Aburdved tar use knwA Desim j Product tadeL Nwmw ar game gg ,�kggpmp ZQNQMAWIMURWM W,tlYtli Outside HVKi Resident I- 1 Deck•AirM DA-4 a TRHBullf Deck -Air DA-4 Lan Pions, pdfproMkna ReNk, Roe Visit 1211OM25 No Yee Me .07.5F97.5 MachntayAttached to Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 ad rn1m21 go" .. .. � lldlhL9[ Alit eta DMeYWdlm a" . Veyg�J Minidlctuner Contest shadow A License vanished tar YaldOfY 6vigimigidd FAC Amaysh Age Am& Revision 2D20 Bevel Reading Anacreon R*bki APNO Vnile" Evaluation Gary W. Wakes 11.e=20 111022O20 IIW2020 Apposed Catkow Rooting (8D1)360.Wgl 3arAC"LLC. (205)864.0160 subCshageey: Rootng Tbs RdAnMrJaaw@bere,co COmpllana Mshlin: evaluaim Rape+ham a in Product eWualkn Braley 9Namt&tHRmai! Ea gualllig tar klat Awroladlar Uss td ROME a Uany smBale. �tpalgMu t B a 1�6 swy- fi Ne. Bk)a, CWr Bpel pd Enpllsa Flat onk. raver, CO 12212D2o de Yes NIA 11i Thew Aamp, Impact 17 8akaiy600-Sias.SN*edemD,SpINShake Fiat (hwN-&eouw.cA 12271202D No Yoe N/A WA 18 Smocy NO- Okla, Shake&mp: SO4 Shake Flat PoRk- Rlole, CA 12nlawo No Yoe NIA WA 19 Stacey 700-Shako. State& SON Shake Plat Profile - Stockton, CA I213IM20 No Yee NIA WA 20 Beresyy 7co-INZ SrMa&amp: Sold shshe Plat Profile CA 121311t020 No Yes NIA WA 27 T.I.1 aap.na f W roe1.4 High Prclle Katy. TX 121d12020 No Yes NIA WA 26 Milo law Prone - Kay. TX 12131=0 No Yes N/A WA Florida Department of Businessill Professional Regulation Page I at i Florida Department of Business & Professional Regulation No 1 al Building Codes and Standards 1lr6022 Building Codes and Standards 1011" Product Approval Application Detail Product Approval Application Dean ,. .. - . _ .. :♦( � Entity 21A gala Date Pending j 0 n Manufacturer Ty9R � contact Enalnberalloense � VAlldated Bar Villtlated Bubmamtl F�Aoorovat ADDrowtl 8ttua status Revision 2020 All American Shutters and Gtw Mice Barbieri Flank L. Bonnardo, RE Troy BWM. P. E. 10120CLD20 1011 W2020 IIM&020 12115/2D20 Approved C&te( w. Shutters (561) 712.9852 PE•0046549 (954) 9474850 SubCt r$r, Storm Panels mlkebgaltmerloens"as Compknce Memad, Evaluation Repot from a rs.cbm Florida Registered Architect or a Licensed Florida Professional Engineer INA Product Model. Number wrNme Product Despdptlon gyaggtApy( pga Aaebralmd nor Uss Amfbved for Use Olmtrecl expiration Da4 In HVIIMIZ Outside HVHZ Impact Deson Reslatnt Prow 1 249a Galvanized Steal Storm Panels 2490 Garvalrtzeo Steel Storm Panels 12J311,l022 Yea Yes Yes WA .litaille.ar .... h N2"� ,. .Jolt 921k A1MJ7Od00 Rat! �! )agtlag Ias iaaMYn[ 920M 9001IN L IM M riaae sm Xit" tu0mm faLa g = &aagesa a" Revision 2D20 AV. Suort Laees [CC over.". Slinks, LLC WMm M. Rallied. PE iwino20 1 W22020 11A1612020 11,062020 Approved Category: Structural Components (321)71D4377 (4071t81d817 euhC~,V: Trust Rot" eawla(gelpineltw.com Compliance Illowch Evolution Recent4an a Product evaluaton Entry, �.. FLMM&R7PraWeY . ,. Quality Assurance Aporww for use ADWOVedfor U" imw 12eslan !lgJtphadixt piwoodah Contract atlftkn,Dot (naafi Quiddis NVW alWtlant Pitmm 1 1T14 BC4/Alpine HIpMr Sbarmpth IH damp: 3) Fetal C—dorl Plata I M 2024 Yet Yes NIA NIA 2 ITN BCGLAIPI Hinge Plate mcoi Corrector Ptte 12/312024 Yee Yee NA N/A 3 ITW BCG/AIN" Trine( Will Comte Plate 17)31/r024 Yes Yes NA NIA 4 ITW BCGIAgi"We. Metal Connecter Plata 12F312024 Yes Yes NA NIA Florida Department of Business & Professional Regulation Papal erl Florida Department of Business & Professional Regulation Peel a2 Building Codes and Standards a'f4=1 Building Codes and Standards 9=2021 Product Approval Application Detail Product Approval: Application Datall _ awk EOIImLgn ails Dias 2ALIMirm 2WE SRdt IrMy at go ➢Ys Bal1 ttaa an TIM Vershon manufacture comma Endmw a ucarm %WkM*d by Y311dlad ia(Clwm PSCAMMM Alloroved am& Mae Yedaa mxuilatemt contact Engineer fit Licari YWchiluid aA Yma4amd 1ghMIRtal F36,&—,,d AueRrla Iwo Rer ISIM 2020 We".ha►ow Rab aeldwln IOC Evaluaaw riwvke. LLC he Lehrer. P.E. 02.924021 101132020 02103M21 Approved ANmulbn 2020 Alpha Aluminum Inc, Jose act Will R. LOnrae Steven M: Urkh. PE 11n eimo 111161m20 112012020 Approved Category: St isdural Components t263)a244476 local a3W329a eeteeory: Pena Walh 14071 500.20g6 VE182014 (7171317.8454 wad Lumber aubCMance Robod.B.ldw10 1e subcategory: sairlee ■pliaelurtenumin[�y0ho hod: Compliance Memotl: EveushlmRapn hems t1^s'R��n CmpliMN►MeMod: Evaluation Report lama o,com Product evaluation ED* Fonds Registered Archilaet or A Ueen"d Florio ht�85t7.in/ irodudti ; ` Professional engrave Jai ._Asa --lip &NMN faun MR" &Jim '•. tusa Pro al YodaL tugpw Procaw Description Gamma snalraim Od In HVHZ Ouaslds HVHZ )modartmi Quarter Assurance ADKowd for Up Aeorowd for Use WNW atkaal 1 Wcrokem LVL Lehandild Varner Lumber/331'31/2023 No Yes NIA WA a" in,KVWZ 2&t&l m Bldg" Frustum 2 Poralam Psl Paralal Slrana Wmbw OW31Ro23 No Yes NIA WA I Alpha NuNmim 8dld 6alro:Veiled Auininum Soil/ Mona AWMlnum&elld same; Vented AJurtlinum UTI3=023 No yes No WA 3 TmberBtend LSL Lemiaeted 8lrend tumbef 03131202) No Yes NA N/A CMU & Woad acrDV CMU & Wood ♦ TJ Pon, Bare Sbutlurel Composite Lumber or Oriented Strand 0313112023 rap Yes N/A NA boar Rim soom 5 Waysrheeesw Rim sold Orinsolving end Board Rm Board 031312023 No Yee N/A WA Foride Department of Business & Professional Regulation Page 1 02 Building C xISS and Standards 141=1 Prod PP Product Approval Application Detail ... .. ,.. ,: ., toaYti a .P. raft Aut �ttmdm Jail Must yertical Conded Enelrr.JLU ale ]! Yo" aitl0alild F&CAccrewl Agyglds no& Revl9bn 20" hill Window. and Does Brant aitnew Amadan Archtieelulal Steven M. Lkich, PE 112211020 11222020 112512020 Approvals Cwegwl/: Wood" 1117095.3300 MniviocturwF Association (IM317-8454 $*Cgt$wf• RXed Daltlinger®miwd.oam C*nplikerel Method Cwb ka5w Made or LiNkmg alliraLA90YCffips a0Qg1aAr0elIM Amps iadfor use holMrd AMIoo MA Product Model. Nunbw w Narp Product,poscrkinoa Cataract Esoke11a1 Des lint ya outdo .NVNZ Resistant Pressure 1 '10 PW 73. it neWsted Glass 01/034023 No Yes No +60/-8o Florida Department of Buslrwse & Professional Regulatbn Building Codes and Standards Product Approval Application Dean Florida Dopedmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I a 2 IM=l Pep / d1 162021 . Sa9am mnlmwor au Jaw cater pendinglint TV- V-0,0 atnufhmrw Comma Mwsawallewae VNMetedav validated i ct PCAmilmal Apgrovad attack R.vielon ZD20 Find$ Meld Products Inc. Clark Jones Jam" L. Del*er. P.E.® Steve M. Unch. PE 011027J2020 Og252020 IOJM020 12/16w2o Approved cM41Nry: adding 1004) 783-6400 CROCK engineering (717) 317-8454 eu calapofy: Roorng Ahmanson. that are an elwkpJllrmeo.aam PE-31242 integral PAn *fine Rooang aystem Compha ce Method: Evaluation Repot hm a Range Registered Archkat or A Uwawd Flood& Professional engnew, L' a'3ta�dtiJ,?giagat Aaaoved la tin Amrayed for Use um Raft 6 YedY WmaProduce th—dation �m LAIMC06qualaRV10RidgeVVIAOuw; AuminumRkpVaNalwphoredrmblsdnalad 2I31�12024 NO Yer N/ from 0.026' Aluminum Fbrlda Department of Business & Professional Regulation P.O. 1 .11 Building Codes and Ste nde rds 10022 Product Approval Application Detail ' EMHV of 4ft 20 to t IJa18 Version (chat Contact Engineer A,LiEfnag. V By ROM BC orolowd YalidaW 3JIhnWni Approved zwks Revision 2020 Global Protection Products, U.C. Tim Robinson Wafter A. Tilt Jr, P.E. John W..Knatetleh, PE 09/082020 090612020 10/011= 12MUM20 Approved category, Shutters (984) 689.7545 PE•44167 (064) 772-0224 Subcategory: Storm Panes- dm.robinean®gpperitcom Compliance Method: Evaluation Report from a Floridan Registered Architect or a Licenses Florida ProfWional EnginW Qual�surance AUMAUALWM Areemhshd to Use � ga,�pg S M Product Model, Number or Name ProduO Dmmr(Nion Contract Exbiraaen Data in HVHZ Dutelda HVHZ Resistant Pressure 1 20 Gage Galmnited Steal Sturm Pan@kMVHZ Corrugated Galvanized Steel Soon Panels retained 12IS1If= Yea Yea Yes NIA or not by trade to provide hurricane protection 2 24 Gage Galvanized Steel Storm parie"HVHZ Corrugated Galvanized Steal Storm Panels retained 1213112022 No Yes Yes NIA or not by tracks to provide hurricane Protectlon. Florida Departmert of Business & Professional Regulation Pepsi d1 Building Codes and Standards 11712Gl+ Product Approval Application Detail reale aot, eat AKA Data Portland alit JIM YaM- Rujigi igm 21M logo eeA"H YmlatdelbL Maw 01iblialeg FBC Achiever lggiggo Bate Review 2020 commercial Cnode Pralucis.ft Rcoed GRIP Samuel A Gmenberg Jahn Hay 12/10=20 12ne202o IUM020 ding FtSC Appr, CaAeay: eouNun) Components (813)"0.370? PLL34245 ESs2)tee-6311 gaCrtagary: Products Introduced as a Result of PmpNgetorayshoo.00in Name TeMrWlish, caroliv""Mod: evaluation Row hm a Flodds Re9ld redAr hNeetor. 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C C C L Oo � � Q �. M ti 4D N Oo p C E O O d u `ca cn E fJ W Z rc^ V/ cu cu O L > CL 0_ O � U O �J cu V m O w� Z� z J d SHEET NO. August 10, 2022 PA 1.2 • Simpson Strong -Tie 2020 FBC Approved Products Updated t2r3W2020 n to I f albelow,CLICK HERE Far rarest Inks al 88T app oval aletl For additional I nfaatlotregaregardingFlorida'se's Statewide PrOd1c1 Approval 8yalem and Mort-0ode County NOUN or Aocspanoe (NO A). ___...._.._. FL#2358-R7 A2L9 Product Model. Number or Nemo Product Description 1 Tlbn Stainless Steel Concrete 6 Masonry Screw (TTN-SS) 1/4" dismebor Titan ablinleres steel masonry screw FLi/9889-R6 fial Product Model. Number or Noma Product Deecriotlon 1 SD10112DBB Outdoor Addends Connector Screw 2 SD9112, SD9212, S010112, SDI 0212 Strong -Drive SO Connector Screw 3 SD9112S8, SDO212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271968, SDCF272358 5 SDCP22434, SDCP22512, SDCP22814, SDCP22700, SDCP22658, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 e SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Plead Screw 7 SOS25112, SDS25134, SOS25200, SOS25212. SDS25300, SDS25312, SOS25412 Strong -Drive SDS Heavy -Duty Connector Screw SDS25500 SDS25800,SOS258M 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor-to•Ffoor Screw FL4110007-R6 8aa. ProductModeLNumherorName Product Description 1 ATR3f8, ATR1/$ ATR5/8, ATR3/4 Threaded Rods 2 ATUD5, ATU08.2, ATUD9, ATUM-2, ATUD9.3, ATUD14, ATUDI4.2 Aluminum Take -Up Device 3 BP3/8.2, BP112, SP1/2.3, SP5/6.2, SP518.3, SP3/4, BP3/4.3, BPRTU03.4 Bearing Plates 4 CNW3/8, CNW112, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUD85, CTUD66, CTUD76, CTUD76, CTU077, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD48, RTU05, RTUD6, RTU07, RTUDB Ratcheting Take -Up Device 8 TUDG, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tedown System 11 URS4 112" Uplift Rod Run Tledovn System 12 URS6 5/8" Uplift Rod Run Tiedown System 13 URSB SN" Uplift Rod Run Tiedown System FLXI0441-R6 Product Model. Number or Name Product Deeenotloh 1 DTT2 Hold-down 2 HDC10/4, HOCIO/22 Hold-down 3 HDO8, HHDO11, HHD014 Hold-down 4 HOU2, HDU4, HDU5, HOU8, HOU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHDB, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strsp 8 MPAI32, MPAI44 Strsp-style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap-styie purlin anchor 10 PAI18, PAI23, PA128, PAI35 Strop -style purlin anchor 11 STHD10, STHD10RJ Strap -style hold-down 12 STHD14. STHD14RJ Stop -style hold-down EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30r2020 For drool Inks to all SST approvals listed below, CLICK HERE Fa additional information regarding Florida's Statewide Product Approval System and Marti -Dade Canty Notice of Acceptance INCA). r^a Q HRRc, 21 US series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 6-3/8" to 15.118" 22 LBAZ sans hangers Top flange hangers available in width of 1.9116" and heights tonging from 9-3/1&'to 13-1/8", 23 LEG3, LEG5, LEG7 sense hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/2'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 9" to 32-112" 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 1/8" and heights ranging from 9-1/4" to 24" 28 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3.318" to 7.11 W 27 RR Ridge rafter connector 28 WP aeries hangers Top flange hangers available in widths ranging from 1.9116" to 7- 1/8" and heights ranging 9-1/4"to 32". fj#tOB60-R5 AMI Product Model. Number or Name 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABAWR 2 ABU44, ABU44R, ABU46, ABUJISR, ABU55, ABU5.6, ABU65, ABU86, ABU66R, ABU88, ABU88R, ASU1010, ABU101OR, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ. ABW46Z, ABW48RZ, ABW66Z. ABWSeRZ, ABW7-7 4 AC4, A04R, ACE4, ACB, ACBR, ACES 5 BC4, BC46, BC4R, BCS, BCSR. SCS, BCS2-2/4, BCS2-3/8 6 C844, CB46, CB48, CB68, CB88 7 CBSQ44-SDS2, CBSQ46-SDS2. CBS086-SDS2, CBS080-5052, CBS088-5DS2 8 CC, EOC, ECCU Series 9 CCQ-SDS2.5, ECCQ-SOW 5 Series 10 CPT44Z, CPT68Z, OPT88Z 11 EPB44A, EPB44, EPB4e, EPB86 12 C-PS4Z 13 L.CB44, LCBW 14 LPC4Z,LPC6Z 15 MP8447, MP888Z. MPB88Z 16 PB44, PB44R, PM, PB66, PBBBR 17 PBS44A,PBS48,PBSOB 18 PBV6,PBV10 19 PC44.18. PC46-18, PC48.18, PC64-18, PUM-18. EPC44-16 EPC46-18, EPC48.18, EPC84-16, EPC88.18 20 PC4Z. PC4RZ, PCSZ, PCBRZ, PC8Z, PC8RZ: EPC4Z, EPC4RZ, EPCBZ, EPCSRZ, EPC8Z, EPC8RZ 21 PPB44.4Z, PPB44-6Z 22 RPBZ FLM10966-R5 jfta Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH40-8, GH468, GH48-8, GH48-8, GH410-6, GH410-8. GH665-6, GH66-8. GH88.6, GH68- 6, GH610.6, GH610-8 4 GLMA, GLB5B, 01-135C, GLB60, GLB7A, GL87B, GL87C, GLB7D 5 GLBT512, GBLT812, GLBT518, GBLT818, GLBT520, GBLT820 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HOT-3, HGT-4 8 UFP70-SDS3 9 URFP Product DescriMicn Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3.114" be 9-1/2" and W2 ranging from 3518" to 7.1/2" Screwed column caps with WI ranging from 3-1/4" to 9.1/7' and W2 ranging from 3-W8" to 7.1/2" Concealed Post Tie Barre Embedded Post Base Embedded Post Bass Embedded Column Base Light Post Cap Moment Post Base Embedded Post Bass Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Dascrlotlon Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulem Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal RetrofR Foundation Plate • Updated 12130/N20 Simpson Strong -Tie 2020 FBC Approved Products p R rig RP direct app tit Ic em For Inks to all SST approvals [sled below. CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CUCK HERE. a4,nj Product Model. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, AP844R, APVB8i3, APBWR, APBS8, APB88R, AP81010, APBI01 OR, APVB44, Outdoor Accents Post Bases APV844R,APVBS6,APVBMR,APV888,APVB88R,APVB1010,APVB1010R 4 APDJT2-4, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Dock Joist Ties APVDJT2RS 5 APHH46, APHH46R, APHH610. APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL8, APT4, APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist I" 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14. HOA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HHB Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1.30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, I.650, LS70, LS90 Skerwable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26L2, LSSJ20RZ, LSSJ2SLZ, LSSJ28RZ, LSSJ21OLZ. LSW21 ORZ Field Adjustable Jack Hanger 25 LSSR1Al, LSSR21, LSSR2-37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewabie Hanger 26 LTP4, LTP5 Tie Plates 27 MI.23Z,ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 RoofTle-Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU20.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Gips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FL#tO447-R5 Sag # Product Model. Mum bar or Name 1 AHEP 2 DSC2R-SOS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25f3.25, HHRC5.37/3.1Z HHRCSB 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU26,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24,TC26,TC28 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428.2 12 THAI1.81/22, THAI2406122, THAl2.1122, THA1222, THA1322. THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2.5-SDS3, THJU28, THJU28-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VFCR • Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to alf SST approvals listed below, CLICK HERE. For additional Information regarding Florida'$ Statewide Product Approval System and Maml-Deda County Updated 1230Q02o Notice of Acceptance (NOA), Ct hCK HRwr FL#tO45&R5 2" Product Model. Number or Name Product Description 1 BT, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressioNTenslon Strap 6 DSP, SSP, TSP Stud to Plate tie 7 HI, H10A, H2.6A, H3, HO, H7Z, H16, HISS, H16-2, HIS-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderThedown 9 HS24 HurrlcanoTie 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4S0S3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20. HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTS016KTZ. HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21.. LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LT82D, LTB40 Bridging 18 LTS12, LTS16, LTS16, LTS20 Light Twat Strap 19 MOT ModiumGirderTiodovm 20 MST27, MST37, MST48, MST80, MST72 Straight Straps 21 MSTAG, MSTA12 MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36 MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTCeS, MSTC78 Straight Straps 23 MSTC4883, MSTC6883 Pre -Sent Straps 24 MSTI26. MST13e, MSTI48, MSTI60, MSTI72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2xlO.12, NCA202-12, NCA2x8.16, NCA2xlO-lB, NCA202.16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Pleb Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SPS, SPB Stud Plate To 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST10.. ST22, ST292, ST2122, S72115, ST2215, ST8215, ST8224, ST8238 Straight Straps 34 TB2D, T1327, TB30 T836, TB42, T848, TB54, TB56: T880 Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB106, WB10BC, W6128, WB126C, W6143C Wall Bracing Fit"s. IN Product Description 1 CBH2.37x5.5, C8H2.370.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SOS, HGU5.50-SOS, HGU5.62-SOS, HGU7.MSDS, HGU7.25- Heavy Hip to Ridge Connectors SOS, HGU900-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5,62SDS, HHGU7.00-SDS, HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGU9.00SDS Truss Bearing Enhancer 6 HHUS28.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.5011Q Truss Clip HHUS7 25/10 Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I.Jolsts Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2, HTU28.2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spooer-Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCOI.61/9-SOS, HU001.81/11-SDS, HUCO210.2SDS. HUCO210.3SOS, HUCQ310- SDS, HUCQ410-SDS, HUCQ412SDS, HUCQ5.2519-SDS, HUCQ6.25/11SDS, HUCQ810- SDS, HUC0612-SOS Simpson Strong -Tie 2020 FBC Approved Products Updated 12rAM20 For direct Inks to oil SST approvals listed below, CLICK HERE For additional infa , xbon regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NOA), CLICK HERE, FL#1146&R5 ,,-d&l ProducLtlel, Number or Name Product Description 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRSB, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 4 TH082, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SD84,5, THGQH2-SDS3, THGOH3-SDS4 5, THGQH4SDS8 Joist Hanger 6 THGW3-3, THGW3.4, THGW4-3, THGW4.4 Joist Hanger FL#11473-RS See sr Product Model. Number or Name Product Deanriotion 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H16-2. H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAMI0,HMO Masonry retrofit connectors 7 HHE-TAI6:HHETA20,HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SOS2.5. LGT4SDS3 Girder Tiodovvn 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38. MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twat Strap for Masonry FLM 1496-RS 8� j)t product Model, Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 11012, H019 Bolted Holdowns 3 HD3B, H0513, HD78, HD98 Bolted Holdowns 4 HTT4, HITS, HTT6-3/4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FLiIW28-R5 yeW Product Model, Number or Name Product Description 1 SB5/8x24, SB7/8x24, SB1x30 SS Anchor Sots 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBl6L, SSTB2OL, SST824L, SSTS Anchor Bolas SSTB28L FL#13872-R4 !�! Product Model. Num bar or Name 1 CMST12, CMST14, CMSTCI8, CS14, C816, CS18, CS20, CS22 2 HRS6, HRS8, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, MSTI48, MSTI60, MST172, S/MST27, SIMST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 e LSUSH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTSiS. LTS20 9 MSTA30, MSTA38, ST6215, ST6224, 8T9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTG68, MSTC78, STS236 11 MTS12, MTS18, MTS18. MTS20, MTS30, MTS24C, MTS3DC 12 S/81.58, S/81.81, S/82.06, SIB2.37, SIB2.56, S/82.68, SIB3.12, SM56, S1B3.82, S1B4.06, S/8412, SIB4.28, SiB4.76, SIB5.50 13 S/BA2.12/8, S/BA2.12/10, S/BA2.12/12, WBA2.12/14, SBA4.18/8, SGA4.18/10, SMA4.1&12, SIBA4,18/14 14 S/H1A 15 S/HD8S, SIHO88, SIHD10S, SHD10B, SIHDiSS, SIHDI5B 16 SHDU4, SIHDUB, SIHDU9, S/HDU11 17 S/JCT. SJHJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (16 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate LightTwist Straps Straps 64 mil (18 go) Straps e8 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Daecnotion Concealed hangers Faoe-mount (DU, DHU) and tap -flange (DHCTF) hangers available in widths ranging from 1.9/1 W to 3.9/18" and heights ranging from 9.118" to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from 1.5/8" to 7- 3/8" and heights ranging from 5-&16" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5.118" and heights ranging from 4.314" to 15-3J4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/18" to 7- 1/2" and heights ranging from 2.718" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater then 2.9116 Face -mount hangers E� ® Simpson Strong -Tie 2020 FBC Approved Products updated l25%=0 For Beet Inks to all SST approvals Ned below, CLICK HERE. For additional information regarding Flonda's Statewide Product Approval System and Mam-0ade Canty Notice of Acceptance (NOA), CLICK HERE, 18 S/LBV1.66, SILBV1.81, SILBV2.06, SILBV2.37, S/LBV2.56, S4.BV2.68, 5/LBV3.12, Top Flange Joist Hangers SILBV3.58, S/LBV3.62, S/LBV4.06&. SFLBV4-12, S/LBV428. SLBV4.76, SILSV5.50 19 SLTT20, S/DTT2Z, SfHTT14, HTT4, HTT5 Holdowns 20 SMIST80, SWT72 Straps 118 mil (10 go) 21 SP4, SIPS Stud Pleb Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#18904-R5 iegg Product Model. Number or Name 1 CCQM3.82-SDSHDG, CCOM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG. CCTQM4.82-SDSG. OCTQM5.50-SDSG, CCCOM3 82SDSG, CCCQM4.82-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4.82G-KT. ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4,62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUMTOO, HGUM7.25, HOUM9.00 4 LGUM28.2, LGUM2&3, LGUM26.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM210-4, LOUM46, LGUM48, LGUM410 5 MBHA3.12/9.25, MSHA3.12/11.25, MBHA3.56P.26, MBHA3.56/9.25, MBHA3.5&lI.25. MSHA3.66111.88, MBHA3.56114, MBHA3.58/16, MBHA3.56/18, MBHA5.60/7.25. M13HA5.50/925, MBHA5.50/11.25, MBHA5.50/11 88, MBHA5.50/14, M13HA5.501'18, MBHA5.50/18 6 MSHU3.58/925, MBHU3.56/11.25, MBHU3.56/11.85. MBHU3.58/14, MBHU3.58/16, MBHU3.56115. MBHU5.6019.25, MBHU5.50/11.25, MSHU5.50111.88 MBHU5.60/14, MBHU5.50118, MSHU5.50118 FL#13976-RO Sag Product Model. Number or Name 1 SOW22300, SOW22338, SDW22438, SDW22468, SDW22500. SDW22600, SDW22638, SDW22634 2 SOW015450 SDWC15SOO 3 SDWH19300DB, SDWH1Q400DB, SDWHIPSOOD8, SDWHIGBOODS, SDWH191000DB 4 SDWH274MG: SOWH278000, SDWH278000, SDWH271000G, SOWH2712000 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 6 SDWS19800, SDWS1971Z SDWS22400,SDW=5OO.SDWS225I2, SDWS228DQ SDWS22800, SDWS22900, SDWG221000, SDWS221100, SDWS221200, SOWS221500 7 SDWS22300DB. SDWS224000B, SDWS2250ODB, SDWS228000B, SOWS2280ODB, SDWS221000DB 8 SDWS22312DBB, SOWS22512DBB 9 SDWS2730OSS, SDWS274OOSS, SDWS27500SS, SDWS2760OSS, SDWS27800SS, SDW8271000SS, SOWS27120OSS 10 SDWV13400 11 STN22 FL#15383-1113 Product Modal. Number or Name 1 AS 18, AS 18S5, AS 18S6 2 AS 20HS 3 AS-20 4 ASHP FLr1115730-R4 Sea # Product Model. Num tier or Name 1 ET -HP 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, OW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP. PINWP-W, PDPAWL. PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Boom Hangers Product Descdrion Strong -Drive SOW EWP-PLY and TRUSS -PLY Sorews Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX HOG Screw Strong-Orive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw, (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong-DriveSDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 go Truss Plate Hnge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners; threaded studs, and assemblies Adhesive Anchor for concrete ed 1 Simpson Strong -Tie 2020 FBC Approved Products Updated 2rXrzo20 For Arad Inks to all &ST apprWala listed below, CLICK HERE For additional Information regarding Florida's 8talewlde Product Approval System end Mam-Dsde County Notice of Acceptance (NON. cL rise wewR 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- Oil 6" and heights ranging from 4511W to 11". Concealed flange version (H USC) 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 9.1 /4" to 16' 13 1_01_13.25-SOS, LGU3.83-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 1-9/I V' to 4- 5/8" and heights ranging from 3" to 10-15116' 17 MGU3,63-505, MGU5.25-SDS, MGU5.W-SDS, MGU5.82-5DS, MGU7.00-SDS Face -mount hangers 16 MIU series hangers Face -mount hangers available In widths ranging from 1.9118" to 5- 1/8" and heights ranging from 6.15116 m 19-10. 19 MUS26. MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3-91 IT' and heights ranging from 3-I tl W to 13-314" Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/18" to 6'and heights ranging from 2.5/8" to 11.114" FLUI0667-RB ANIA Product Model. Number or Name Product Description 1 &A series hangers Top flange hangers available in widths ranging horn 1.9/18 bo 7- 1/8" and heights ranging from 7-118" to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-516" to 7- 1/8" end heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 Z to 3- 5/8" and heights ranging from 7-1/4" to ZV. 4 DGHF series hangers Top flange hangers available in widths hinging from 1.3/4" to 3- SM" and heights ranging from 9.1/4" to 24' 5 E05, EG7, EGG series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11"to 32-1/7'. 6 EGO series hangers Top flange hangers available in widths ranging from 3.6/6'to 7- 1/4" and heights ranging from 11.114" to 37'_ 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 8-7/8" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to 37' 9 HB series hangers Top flange hangers available in widths ranging from 1.9116 to 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangars Saddle hangers available in widths ranging from 5 1/4" to and heights ranging from 10.1 /7' to 26". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1hV to 8- 7/8" and heights ranging from 7-1/2'to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 3a' 13 HIT series hangers Top flange hangers available In widths ranging from 2-5/16'to 3- 9/18" and heights ranging from 18" bo 26' 14 HUSTF series hangers 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". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1.9118" to 5- 1/2" and heights ranging from 3-7/1fr c, 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-G/18" to 7- 1/8" and heights ranging from 5.3/8" to 26' 17 HWPH series hangers Top flange hangers available In widths ranging from 1-9118" to 7- 1/2" and heights ranging from 5.3W to 32". 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 5/8" and heights ranging from 9-118" to 19' 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 5.W8" to 7.14' 20 JBA series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 9-3/1 W'to 13.118" Ewwwaal Simpson Strong -Tie 2020 FBC Approved Products Updated 120"20 For direct Inks to all SST approvals, laced below, CLICK HERF- Fa additional information regarding Florida s Stabwldo Product Approval System and Mani -Dade County Notice of Acceptance INCA), Ch CK HERE. 5 SET-XP Adhesive Anohor for concrete 6 Shong-Bolt 2 (STB2, STB2.4SS, ST82.8SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Tiben HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CS8SS) Titan HO Heavy Duty ScrewAnchorfor concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk head in carbon steal and Type 316 stainless steel 8 Then HD Rod Coupler (THD37634RC, THD50934RC) Than HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THD825158RH, THDB37158RH, TH037212RH, Then HO Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R9 J W Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong-Bolt2(ST82) 5 Then 2 (TTN2) 6 Then HO (THD-H4SS, THD-HSSS. THD-CSBSS) 7 Titan Turbo (TNT) FL916937-R3 ,'}K,fi Product Model. NumberorName 1X34B101&SK,X1S1016,X1BICla4K,XOIS1018,XQ1B101e.4K 2 XL01 141`1224. XLQ 1 14BI 224-2K 3 XMQI14SI224, XM01 14BI 224-2K 4 X0114S1224,X011481224-2.5K X114SI224,X0112S1224,XQ11281224.2K 6 XU34S1016, XU3481016-5K FL#88320-RO Sea / Product Model. Number or Neme 1 OSSC643.5. DSSCB48, OSSCB48, OSHS 2 FC943.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1018,FPHSD3481018,FPHSD34B1018.5K_FPHSD34S1214, FPHSD34B1214, FPHSD34B1214.5K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25. SFC6.25 5 LSSC4.25, LSSC6.26. SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.26, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3,RCKW5.5,RCKW75,RCKW3S,RCKW5,6S 7 SC843.5, SC845.5, $0647.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 8 5CS32-5/97. SCS62.6/97, SCS82-5/1IS. SCS82-6/118 9 SCW3.25, SCW5.5 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3481414,XLSH7881414 13 XCIS1018, X0181016-4K, X0181214, XQ1B1214-3.SK, X078s1224, X07891224-3K, X0114SI224, XQ114B1224-2.51K, XQ112S1224,X011261224-2K, X3481010-5K, X1 S1 D18, X1 B/ 01 &4K, X1 S1214. X181214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Boll: 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HD Hesvy-Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product De tariptlon 4110.18 Strong -Drive X Metal W-Drilling, Tapping Screwe with 03 Drill Point 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Topping Screws with #5 Drill Point and Large Diameter Hex Washer Head $112-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Topping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong-Drvo X Meal Self -Drilling, Topping Screws with #6 Drill Point 1010.10 Strong -Drive XU Metal Sol -Drilling, Tapping Screws with #1 Drill Point ProductDescription Bypass Framing Drift Strut Connector Bypass Framing Ftxed-Clip Connector #10-18 and 912.14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Nall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-18 #12.14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N Cn -Cu Q 0 O C .0) (O 0 -0 4-- W CU C O O -0 O 0 .� .0 O w O L Q. rrCUCU VJ Q W J ` NCC o CD W cu QL a. a c ro c� cm u- cxi ro m ` (W 'Q N N tL N CL t pi C C Qu ID -C 0 v 3 3 ro 0 m a o N d � C aC C 6r L O U ^0 SHEET NO. PA 1.3 MIAMMQADE aaiaaar-WADE coirt�a'r PGT Industries, Inc. PGT Industries, Ire. rxa�t,�ty rca*rrRor. sECTro�r IPG? Industries. %�. i i$03 sw �6 Street, Roams 308 NOTICE OF rt1CCEPT AtNC�: EVIDENCE SUBMITTED NOTICE OF ACCEPTA�'�TCE: EVIDENCE SLjB1IIT?£D DFPARTI�N?OY Ii.HCxTLATORYAI�•DEGO�Pti1eQC ilESOtrR�C:Es jitER) lui�u, F]o�uL 33175-2474 _ BOARD AND CODE ADE�tINIS'rRATiaNDIVISId!I Y ir8�irw�tr '�ai�iisiesev 31hasalals 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPT A:`�CE (YO A) i. Eridenfe. SRlirnl[ted under previous VOA D. t� Q ALiTl ASS'L?R.4��TCE A. DR:tPi'IlvGS B. TESTS } (continued) 1. Miami DadeDeparrtnenr of Regulatory and Economic Resoarcrs (RER)_ PGTIiadtrst�•ies,Iac. 1070 Technology Drit•e, 1. Ma�'ac#urt'c's-die drawings and sections. 5. Test repast on 1) Air Infiltration Test, per FBC, TAS 202-94 North Venice, F% 34275 (Srrb>rru7rd rmder:VflA�'o.11-010Z �) 2}Uniform Static Air Prtsstme Test. -per FBC, TAS 202A4 E. �i.4TERIAI. CERTffICA?IOPTS SCOPE: 2_ Drawing No. �-{S7Q.0, titled "Vuqy1 Sliding Glass Door NOA (I..M)', sheets 1 3) Water Resistance lest, per FBC, TAS 242-94. 1: Notice of Acceptance No. 1 S-8S28.14 issued to Vision Extrusion Limited for their This NOA is being issued under the applicable rules andregulatiarts governing the use of c.ansd:v�ctiaanlaterials.lLe through 21 of 21: prepared by siianufacturer, dated l0a^'OSf13, with revision A dated 4) Lazge Missile Impact Test per FBC, TAS 241-94 "R'hite Rigid PVC Exterior Extrusions for Windows and boars", dated 08I13+15. documentation submitted has been reti�i+ewad and accepted'byI4iiaaiii-Dade CouatyRER-Frttdvct Ca�c+l Section to 44145/17, signed and sealed by A. L)mn Miller, P.E. 5} Cyr&c Wind Pressure Loading per FBC, TAS 243-94 expiring as 09030.�19. be used m l+�ami Dade C•oumy anti cttiie:r t►reas where allowedby the Authority Iiacisg Jtraisdic#iQet (AHJ). � Ft�Iced F.atry Test, per FBC,. TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued t'ca Vision Extrusion Limited for their '`1'E This NOA shallnot be valid ones the exp�isatiaai date stated bek7uv. The Miatai Dade County Product Control Section B. TESTS along: wikh Wracked up drawings and installation diagram ofvimyl slidiDg glass door, prepared IO+DtM ?an 202 and tighter Shades Ton-'4i7tite) Rigid PVC Exterior Extrusions for (in )+tisuai Dade County) and/orthe AM {in areas ova thanA�tiarni Dade Canary} res erve the right to have this 1. Test report on 1 } IJnfotm Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Repa�tt No. FTL 8.'�44, dated 11 "Odfl 5, signed arid. �°"mdvws and Doaix°', dated 12148; •16. expiring on 12r'?9/2I. product or material tested far quality seputposas. Ifdua product or material fails to perform is the a crap:ed 2}Large Missile Impact Test per FBC, TAS 241-94 seated by Idalialis Ortega, P. E. (test report revised on 12n14.� 15 and 0211 if 16) 3_ Notice of Acceptance No.1.5-I1528.15 issued to Vision E.�t Limited for their tnaaaez, themartm:factut�er will inrurthe e�se ofsuch testing and the AHJmay immediately zet�ake, modify. or 3) Cyclic Rfimd Press�e Loading per FBC, TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "`Brawn Coated (Fainted or Laminated) White Rigid PVC Exterior Extrusions for suspend the. use of such product or material within their jurisdiction. RER reserves the tight to revoke this along wi�thsstatlaed�p drawings and installation diagram of vinyl sliding glass door, paepaned 2} UBifoml Static Air Pie Test, per FBC. TAS 202-94 Windows and Doors""-, dared 09113115. expiring an 09130E19. acceptance. if it is determined byMtami�-Dade County Product Control Section that flus pmd�tct or material fails to by Fenestration Tattles Lab, Inc., Test Rtrpaa�t No. FTL 8717, dated 1?�'071 15, signed and 3) Water l�.esistatue Test, per FBC, TAS 242A-9. 4. Notice of Acceptance No. ib-0712,02 issued to ENERGI Fenestration Solutions USA, meet die requitrments of the applicable building code._ This product is apprtn,ed as describedhe�ein and has been designed to camplywi8i the Florida Building Gade_ sealed by Idaitms Ortega. P_ E_ (Test repast revised an 0�1 SI26 and 021'24.t16} 4) Large Missile Impact Pest per FBC, TAS 241-94 Inc. for their "TAN 3040 and Light�et• Shades (Ton-R'hite) Rigid PVC Exterior including the High. Velocity Hurricane Zone. 2. Test on 1 Air Infiltration Test,. FBC, TAS 202-94 report } � 5 Cyclic Wind Pressure Loading FBC, TAS 203-94 ) g P� Extrusions for Windows stud Dvai•s" dated 491lSr lb, expiring can 472'44r'21. DESCRIPTION: Series `�'�.+7QJ'_770" Vinyl Sliding Glass Door (Reinforced) uhro 90° 6r 13±�° corners-L.M.I. 2) tTitiform Static Air- � Test, per FBC, TAS 242-94 with marked -up drawin ,arid installation diagram. of 1 sliding door, �$ $s �Y glass PreP� 5. Notice of Acceptance Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, ``Bronze APPR{)� :4L D4CL�t>�T: Drawing No. MD-5{7il.o RLe�-B, titled "Vinyl Sliding Glass Door NOA (1-hn", shet� 3) Water Resistance Test, per FBC. TAS 2(2-94_ by Fenestration "Testing Loh. Inc., Test Repast No_ FTL li552, dated 12e+04i'15, signed and Inc. for their and Lighter Shades of Cap Coated Rigid PVC Exterior 4) Large Missile Impaact Test per FBC, TAS 201-94 reelect by Idalniis Ortega, P. E_ (Test report revised on 42�"15f20Ib) Extrusions for Windows and Doors" dated 09115116, expiring on t?4i16120. 1 through 21 of? 1, preparedby manufacturer. dated 10+05�'l 5 and least revised an Q2,^`01 � 1, signed and sealed by 5} Cyclic Wind pr,� Loading per FBC.. TAS 203-94 7_ Test report on 1 } Uniform Static. Air Pressure Test, per FBC, TAS 202-94 tS. Notice of Acceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, A. Lynn Miller, P.E., beetles de 14iiasui-Dade GouatyPradac! Gontral. Re3isian stamp with the Notice of �' Forced Entry "Pest, per FBC. TAS 242-94 2) Large Missile Impact Test per FBC, TAS 201A4 Inc. for their `L%'hite Rigid PVC Exterior Extrusions foi• Windows and Doors" dated Acceptance tauatber and expiration dots by the Miami -Dade Cry Product Control Section. along With marked -up drawings and installation diagram of vinyl sliding glass door, prepared 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 , ,� 08110, I7, � on 02,..8t1$. 1ZTSSILE L�PAC'T RATING: Large and SmallSliissr7e Impact Resistant by Fenestration Testing Lab, Inc., Test Report Na. FTL $S-t6. dated 1 l r'UCu`15, signed and along withmarked -up drawings and installation diagram of vinyl sliding glass door. prepared 7. Test reports No{s}. 10-002-7912(A), 10-06-1�vI4527, ;35753-09. per ASTi�iE-Sa, _ 1. See table l sheet 7 said table 2 sheet a fora able SGD unit sins, des- reinforcements es. sealed by idairnis Ortega, F_ E. (Test report revised an O1 rC}4+'Ib and 42f21,"?Ol� by Fenestration Testing Lab, Inc.. Test Report No. FTL d638 (samples A-1 thni A-22), dated AST31�ID 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic glass types, sill riser (see tables B-1 & B-?.sheets 7-$) and anchor layout sheers requirements in 11 thtu 16_ 3. Test repast an 1) 1 } Air Infiltration Test, per FBC, TAS ..02-94 11 r19.%14, signed and sealed by Jorge A Canso, P. E. (Srtbxtrttrd tr>lder A'D_41�'0.11- composite material 2. Rigid White PVC, Tea (Noe -whits) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be 2) Uniform Static Air Prestair'e rest: per FBC, TAS 202-94 4147. t7-1J (Sublrtined trader �'1r0.4 �'tr. 11-01117. (Af) labeled per sef�erellcedNOA'sregttiretments_ 3} Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC. TAS 203-94 8_ Notice of Acceptance Na_ 14-J0916.11 issued to Kivaray America.. Inc. for their 3. Egress operable dears must complywith mix clear width or height per FBC requirement. as applicable. 4) Large Missile Impact Test per F$C. TAS 241 94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Sean•%-Glas� (Clear And S%'hhr) Interd•�y-er", expiring on 07/04�'18. 4. Pat:lrt walls nodes separate approval, to be reviewed by Building official 5) Cyclic Wind Ftt�swe Loading per FBC, TAS ?03-94 3) Water Resistance Test., per FBC, TAS 202-94_ 9. Notice of Acceptance No.1tr1117.01 issued to Kuraray America, Irnc_ for their L ABELING: Each unit shall bear a peatiaa+mt label with the ma>mfarltttrr's same or lava, city, state and series and � Fosixd Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 ' 2rasifallf• ants aciestr, Clear and Color PtiB Interlaters", expiring on 07rCS8t I9. following statement: 'Triiatni-Dade County Product Cattrcmt r'Lpprov�ed", noted herei:a aloes with marked -up drdwis>gs and irr2ttiotx diagram of ti�yl sliding glass, door; prepared 5) Cyclic ;�4''md Pressure Loadittgp� FBC, TAS 243-94 RE1ER :LL of this NOA shall be considered air a rettea^al applicalian has been filed and there has beeana by Feraestratian Testing Lab, Inc., Test Reps No_ FTL S;►•17, dated 1'?,'44115, signed and � Forged Entry Test, per FBC, TAS 20'?'-94 F. ST.�lZE3�i4`TS change in the applicable building cadeaegati4•elyaffectirtgthe perfasmanceofthisprodnrt. sealed by idalnlis Ortega, P, E. {Tess report revised on 02i15f16} eking with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 1_ Statement letttx ofcoufamiance witliFBC-S�Edition (2014) and FBC-60Edition TER'letZ\ ATION of this NOA will occur after the eapira�lian date or if them has been a revision or cis��e in the 4. Ter; report on 1 } Air l.nfiltsaiivn Test. per FBC, TAS 242-94 by Fenestration Testing Lab, Inc_ Test Report i`To_ FTL 6337 (samples A-1 thru A-S), dated (24ii7� issued by manufaeturtr, dated 0& i4;17; sued &walled by Lynn Miller, P.E_ materials, use, mdJos mat�acture of the product or process. Misuse of this NOA as an eadotsemtat of any product, 2) Uniform Static Air Pressure Test: per FBC_ TAS 202 94 signed � 12�^�I4, and sealed by ] A_ Canso. P. E. (Strbmrt7ed under ��'O.41ira.11- 2_ Statement letter of no financial interest, dated 44118l17, issued by nrantifactrires, sighed for sales. advertising or a>i}r atherputpoaes shall automatic ally terminate this NOA. Faihue to complywith any 3} Water Resistance Test, per FBC, TAS 20'2-94 0107.09) & sealed. by Lynn Miller, P.E. section of this NOA shelf be cause for teoa and repaocal ofN4A. $) Large IVhssiit' Impact Test per FBC, TAS 241-94 3. Letter of Tab comopliaance, part of flit above test reports. ADi3rR'ILSE.tIEN�': The NOA►numberpreceded by the words 14iiazni Dude Carroty, Florida, and followed b_ythe S} Cyclic Wind Presstare Loading per FBC, TAS 203-94 C. N O N C N tZ O O s= O N cD to O W O LL c _ _ .� -a Co O O 6 L d L CU 0 CV CL H .�U)Q M N 0 N to 0 N o d� tr > �, 0 'd c � o l0 en , N Co >< c 'y ci m c u O N L t N N Y o c 3 � c E io c 0 L� -t--' Z tU O L 0 Q L U 0 O L m F'— O s` w W z J Z Q J a SHEET N0. PA 1 A CALCULATIONS 4. RER. Test Proposal No. 17-0387_ dated 051051 OTHER done is its eaticfety_ slang with masked -up drawings and installation diagram of vinyl Sliding sleets dear: prepared � by PGT, dated. 12,^49i'1 Sand Last revised CL I -i I I A 1ITIff +Po MIAMhQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, LLC I. 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 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Selmer, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 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 prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1 prepared by Craig Parrino, P. E. dated March 24, 2003 and Drawing No. 1 dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by „ „ „ ' ' - Lintel a Tables", sheets 1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both LT4612, titled Cast Crete 4 , 6 & 12 L el Safe Lod b s , Lintel Safe Load Tables ,sheets 1 through 3 of 3, last revision dated 06/12/14, all The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on OS/19/14. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ) B. TESTS March 22, 2012. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. C. CALCULATIONS this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. 1. Calculations for Cast -Crete Lintels, dated d sealed b pages 14.201 through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCUL.ATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory AtJairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane f p g p p y g E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1, None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 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 dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safeh f 3, re b 1. None. B. TESTS County logo. Load Tables", sheets I through 3 o prepared ared y 1. None. TESTS RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision doled March 11, 2008. B. 1NoneC. CALCULATIONS . . change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. P 8 C. CALCULATIONS D. UALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. Q product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1None. any section of this NOA shall be cause for termination and removal of NOA. . D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Re lato and Economic Resources RE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE y ty �' f � ry (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L 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 1, evidence submitted pages E-1, E-2, E-3, E-4 and t / W. R, E-5 as well as approval document mentioned above. elm A. Makar, P.E. M.S. /t/1 7 The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. y elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor Pr uct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 ..,E D �' /' "' Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 O$l2o Ito Z o Approval Date: 08R0/2020 Approval Date: 08/20/2020 Page 1 E - 1 E - 2 E - 3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. { C.Meliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. "J.", � J1 4z�:- - Hetmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 •r-0 CD Cn j O U O O- Q O O C .� to U - O to C -v C)0 lQ M N 0 C 0 O L.1_ O .cn -0 Cn � O L Q E--0._co CU 40-2 C Z Z W N � Q O L O. V G C C, M iV N C fl- . cn to s m y 3= a w � � c m C, d cc A w � � o y � T � E o a � co CU 0 CL CL Q U 0 August 10, SHEET NO. PA 1.5 /I PRODUCT'JLyA�.�'TTON,�P(tLtE•2&0_20-0TSB 03 y EBODEICT F.Ti r. Tw?[GILT vT'><mr NO 20.97E of 1 L ECO INc. TiLLIT TESTING Y ENGINEERING COMI>lAl11 I 2.2,-MTREPORTS: L MATERIAL CHARACTERISTIC$,ANO.SPECWICATIONS: _ ._ WAi7 F?R a. TTLi,C[, Tit., p,E, filt<co(gl6D).atm �.� Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida BuildingCode. Uniform static loads Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D,), drawing ACA Mu as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 98-569 dated 08/09/1996, #96.570 dated 09i1811996, 26, of Product Evaluation Document (RE,D.). drawing No. 20.176, PR DUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No 7.-.LIMITATTONB AND CONDITIONS OF USE: REPORT NO.: 20.0728.01 0219,01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CMA 97 by OC Metallurgical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate. P.E. prepared by Tifteco, Inc, and signet) and sealed by Waiter A. Tillit, Jr., P.E. PRODUCT SUB•CATEGORY: Storm Panels �<ST$UCTURAL EN-ta;Ipi IEtRING CALCULAIWX&, On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as defined on seclon 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global PnAmMftn EM6111911SIA& length based on rational and comparative analysis, and In accordance with section 161e ofthe Florida Building Code. Calculations prepared by Tilteco, Inc_, 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. 4800 S.W. 51 Street Davis, Florlda33314 dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. 1- PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by welter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation R Report Issued by Waller A. T11111% Jr., P.E. (System Lane missile Impact under section 1626 of the Florida Building Cade, as per TAS 201 Protocol. No. 44167), President of Tilteoo, Inc. (Florida CA-000e719), ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 81020•3, Method 1 D of the Florida Department of Business and Profssafonai Regulation. 44.1y1ND LOADS R�$ISTANCE: LALI"N,,,.,,E�NA ��a``, j, N;TILV 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ytil�l * GEN ' ✓� ' 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 pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16. 19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. - -` I *. farT 4167 _ !�-'� 4=--- Florida Building Code, and to verify that the product Is for the purpose intended least 20.176. Maximum Anchor Spacing stall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17. 18, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), ::7 + � " ; -- - * - t� 'r'�?11 •., STATE OF * at equivalent lo that required by the Code drawing No. 20.178. ,' '� 'o. COR-tpF,.-'- x,- This Product Evaluation Report shall be subject to review and revision In case of, ep ! INSTALLATION wN,,S/ON,...i 'rRNnN,,,MUI,IR s Building Code change that may eifect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on Z. EVIDENCE SUBMITTED; Sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document D•,I�T LTECO ADMON RECOR08 a P, E, REPORT 20 1 GLOBAL PROTECTION PRODUCTS, LLC 7 20 GAGE Tat PRODUCTEVALUATION DOCUMENT.I21.0.): (P.E,D.)I drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEUORWOY4o-'tW REPORT# 2D4r29.01 Drawing No. 246176, titled 020 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets S. 14, 16, 25 and 26 of 28, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by TiNeco, Inc,; signed and sealed by Wetter A. (P,E.DA), drawing No. 20.178. Tlllit, Jr_, P.E.; dated 07/28/2020. This drawing Is an integral part,00,16 Evaluation Report. '� A, r�(�. %0II011111 EpM ,.!;p A TILL/j�a `�� - Tram .. ��GENs�; rri� , _} y1..--- CENSi( ':!P , *: * - * 7 /�/ * c OF t .1._.=_ , ._ 6 : d�F' 40RI0, •'i� ! __ : STATE 4oF;•FCORIO •�1a �(,��ss* .A.....•••''�� 6355 N.W. 36th Sleet, Suite 305, Miami, Florida 33166 - Plwne: (305) 871-1530 - YAtF; /ZS91 ga.,,ss�i?N�A LiA r, aNHHalc. Y6,Lli�O�.L7i66iY7: 83) INCASE THAT PRECAST SIPA. Olt PRECAST CONCRETE PANELS, STUCCO OR WOW WARDS BE FOUND ON THE EXISTING WAN, ANCHORS SMALL BE LONG Ch0L*M TO BEACH THE MAIN STRUCTURE BEHIND SLICK PANES T STORM PANEL SHOWN PANTHIS PRODUCT MUATKIN DOCUMENT ((PCO) HAS BEEN VCRRAD FOR COMPUARCF IN ANCHORAGE SNAIL BE AS MEW04M IN 0,1) 00 IN 8.7) DA ALCORNCE WITH THE 7020 (TIT, EDITOR) OF THE FLORIDA DURISNG CODE (C) T12@IR brLA DO-VBn.SPLom 121& .-'w"D,$,Vni'. DESIGN WIND LOADS SMALL BE DETERMINED A6 OCR SECTION IWO OF THE A& ME MENTIONED CODE. - 1/4-0 TARPON ANCHORS. AS MANKWAL•NROO M IT.W Sam, INC FOR A WIND SPEED AS RCpLARED BY THE dUgSplCtgN WMCAE THESE SHUTTERS WILL BE INSTALLED AMP - 114-10 PM+RAATE FEMME O AND PANEUAATE PLUS ANCHORS. AS MANAACTURED cur ELCO CONSTRUCTION PRODUCTS FDA A DRELTDIAU" FACTOR K, AN -O 85. USING ASIDE 7-16 D SHWL NOT EXCEED THE MAXIMUM (AS D) - 1/4•. JAG SCREWS PER PEA NU.S. DESIGN PRU56M RATINGS O(WATM ON SHEETS 7 TMRU 12, 14. 15, 15, TO At 70. - 7/16'0 . 5/8• WOOD BUSHING. AS DISTRIBUTED ITT ALL PW SCREW, BOLT A SPECIALTY CO. IN ORDER M VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WOO LOADS PETFRWNEO PER AM 7-10 C 1) YMk" tHRFADED PENETRATION INTO WOW OF TAPCON AMCMORS SWILL BE 1 1/Y AND 2' FOR O.CO PAQIATE PLUS SMALL BE FIRST REDUCED TO AS.D OEM MIND LOA05 BY MULTIPLYING THEM BY 0.4 14 GOER T7 AAKY PAEL.MALE PCNA E O. COMPARE THESE W/ MAX (ASD) DESIGN PPESSURE RATWO INDICATED ON SHEETS 7 7HRU 17. 11. 15, 1& 19 h 70 4.2) MINIMUM THREADED PENETRATION Of LAID SCREW, INTO T+1E WOOD FRANC LNP SWILL BE f 112- NO THREADED S DSOEN TO VETOL i•NT AS ANCHORS fit THIS PER. AS TESTED WERE NOT OyFIN SiO WOO, 1 SSX NCR ETE M ALLOWABLE PENETRATION INTO STUCCO SHM_ BE CONSIDERED AS PART OF THE REQUIRED THREADVO PENETRATION E 1►ID r STRESS OR LOADS WAS USED N THEW ANALYSIS F SMGNG 0 wODO HIAS BEEN IN FASTENERS DETERMINED ACCORDANCE WITH N.D S 2015. C 3) MWWJM EDGE DISTAWf OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED IN TH13 ORLWING STORM PANEL'S ADEQUACY FOR #PACT AM WIND RESIS'TANC£ HAS DUN VERYYD IN ACCORDANCE WftH SECTION 16" Of THE ADM MENTIONED CDC* AS PER HURRICANE ENO61EEKMO a 7ESIINP INC. RRPQRYS sill-Ses. 06-570 a 96-T30 AND CAI MINIMUM P(NEIRATXN OF WOOD BUSHING SMALL BE S/11-. 1/4' 4-20 SCREW, USED SHAD. � I 1/2- LONG MINIMUM FENESTRATION TESTING LAS INC. REPORTS #2032 R 02126 . AS PROTOCOLS TAS-701. TAS-202 AND TAS-203. SHOULD 5TUEY;O EXIST, AND 11 MINIMUM POR WALLS WITH NO STUCCO. AS WELL AS AMCRICMN TEST LAB Of SOUTH FLORIDA REPORT 00219.01-CO, AS PER 7AS 201. TAS 207 AND Cs) IN CASE 1tA1 PRECAST STONE. Nxt HR4EGST CONCRETE P TA5 703 STANDARDS.ANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SMALL eE LONG ENOUGH TO REACH THE MAIN ITTRUCIURE KHRIL SUCH PANELS 2. ALL ALUMINUM EXTRUSIONS ID 8E 6063-t6 ALLOY AND TEY/ER. (UNLESS OTHERWISE NOTED). SEE SMCr 2 ANCHORAGE SHALL BE AS MENTIONED IN C. I), C.2) a C4) a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL NAYS 3t D5-HI4 ALLOY. (0) ANCHORS SMALL TE INSTALLED MIMING ALL Of THE RECOAWNDATIONS AND SPECIFICATIONS or THE ANCHOY'S MANUFACTURER ' S1riL. A$iM A-85S CRVx :A WMMUM. G-60 6. PANELS UP AM Br INSTALLED MOR12QNTA.T FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION a tHROUGM 10 SNEM A 1 ALL STEEL SKEET META PANELS -FALL IfAVL ,(AFT STRUCTURAL OVALPOLLED) l nAI.vANIZED STEEL PESIONATON W/FY. ee.9 An (AFTER ROLLED). TROUGH 8) EXCEPT THAI MtA ERS (21 A m SHALL NOV BE USED 5 ALL SCREWS TO BE STAINLESS STEEL )04 OR 316 AIS, 3ERXS OP CORROSION RESLSTAM COATED CARBON STEEL AS PER ► IT SMALL BE not R[SPOHSIBRIiY OF THE CONTRACTOR 10 vCtn7Y THE SOUNDNESS Or IMF STRUCTURE WIE7E SHUTTER IS To 8E ON W/ 50 4., YIELO Si11fNGTH AND 90 ASH TENSILE STRENGTH . SHALL COMPLY W/ PLOW# BUILDING CODE SEO,OKIN 2 IP a.aA ATTACHED TO NSIRE PROPER ANCHORAGE THIS SHUTTER SHALL CMY 81 ATTACHED 10 CONCRETE. BLOCK OR WOW FRAW NMOLDINGS 6 BOLIS TO !E AS'IA A -JD? EALVAMtm STEEL, OR MIS 304 SCARS 51AwNESS StrEL, WITH 36 HII »N M YIELD STRENGTH 10. EACH REGULAR S70AM PANEL WCH LLNGMS O ER 6'-9 THROUGH 12'-4•. AS PER SECTIONS 6, B. 9 a 10 AND ALIrRtMTNES 6111. NCO ' ARS TO WALL AWL BE AS rOLOWS OW B IOW ON SHEETS 5. 6 & 12 RESPECTIv61r: SHALL HAVE A LEGIBLE AID READILY VLSOU MARKING RryTRUCTNG OWNER OR TENANT TO SECURE PANELS WTI APPLICABLE RENFORCEMENR DURING REPORTS OF HURRICANE WARMNG (A) 'AE A!ZI R'D_GONME I I THE INSTALLATION CONTRACTON IS TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTRA" CONTACT WITH - 1/4', TAPC)N ANCHORS AS MANUFACTURED UY I r W BUILDER, NC (Min. Fa-5192 I, A) THE BUILDING TO PREWP f WIND/RAN INTRUSION - 1/4-.. 7//^ CAV0UD-IE ANCHORS, AS MANUFACTURED Br OEWMLT INC. (Wit F,:-3a00 - I/.'. P 3/4• SOLID -SR ANCIgRS. AS DISRRiBUTED 8T ALL PUNr SUEw, BM1 r SPECIALTY CO, CIAL) 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZONING fifMLAWNS (A. 1'<-30012 P..,) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO - Ot4-10 PANEIJATE FEMME R A PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSIRUCTIO N PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P F D) PREPARED Br THIS ENGINEER IS GENERIC AND POTS NOT PROWO. IRORML110N 1.Y 3360 (Wit P4.i.) FOR A Sat SKCP.' PROJECT, 1A WHERE THE SIDE CONDITIONS DEWTE FROM THE PE.D _ 1/4-P CF TAP -GOP ANCHORS. AS MOWFACPIAED BY 7RU-FAST CORPORATION (K� 3600 I, A,) Al MINIMUM iJ18CiWFNi OF fAPCON ANC1]RS INTO POURED CONCRETE SHALT BL N 3/4-: 7" NOR PANELMAE ITAWE (') � RC9'ONSMLE lM E SELECTIOM, PURCHASE AND INSTALLATION 1NClWINO UR 5•1TIY a iM5 RROIXJCf BASED N 7 TO i N ON INNS PEG. NO7 PEYMrz FROM RE L'ONPIWNs OtTM[D ON THIS OOCuutM HTHE AtSatPROVIDED O AND PAMLYAIF PILS AMID t 1/4' TOR CE TM-OAIP AN(:IIOTP'. COTNSTRIICr,ON 7iARTY AT SRC IS THE COrtWLCIOR'S RFSPONSIBAIT' CONSTRUCTION C VITA A7) CALK -IN A SOLID--SLI ANCHORS SHALL HE EMCOED 71C NTO THE POURED CONCRETE NO EUKDMENI INTO (C) THIS PRODUCT EVALLATOR DOCUMENT WILL BE CONSIDERED INVALID 1f MOWED STUCCO SHALL SE PERIATIED I/4' 0-20 SCAM USED SILL BE I 1/2' LONC "IWEM RICK" STUCCO DUST, RO I^ MIMMUN FOR WALLS WITH NO STUCCO. 440 MAY OF HEADED SCREWS OR ALA THREADED SCREWS W/O HEAD. III) Sr1E SPECIFIC PROJECTS SMALL BE PREPARED OY A FLORIDA REGISTERED ENGNEEN OR ARCHITECT WHICH WLL BECOME THE BUT WON WING NUTS ENGINEER Or RECORD (E.ON.I FDA THE PROJECT AND WHO WILL BE RESPON5N8lE FOR THE PROPER USE OF 7HF RE 0 ENGINEER OF RECORD. A:IIND AS A OC IrATED ENGINEER TO THE A.3) IN CASE THAT PRECAST STONE, PECASI CONCRETE PANELS, PAVERS, STUCCO OR #DOD BOARDS BE POUND ON TMI P.E.D. CNCNLICA. SMALL SUBW1 TO THIS LA71EW THE SITE SPECIFIC OtAWTNM FOR REVIEW DUSTING WALL OR FLOOE ANCHORS SHAU. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHAU Br AS MEAr10NED N A 1) AND IN A.2). (0 THIS P.ED. SNAIL BrAAR THE DATE AND ORIONAL SEAL AND SIGNATVNF OF THE PROFESSIONAL ENGINEER Of RECORD THAI PREPARED IT (a) 1R,L15DMG DOW -IE )yM-RALLASIy-C. IN SHUTTER MAUFACTLNER'S LABEL SMALL BE LOCATED ON A READILY NSIERE LOCATION AT STORM - 1/A' , 1APCON ANCHORS AS MANUFACTURE- 10 I 1 W OLADEX. INC. PANEL SHUTTER IN ACCORDANCE WIN SECTION 1700.9 3 OF FLORIDA IIU0.DNG CODE. ONE LABEL - 1/4^ , . 7/0' GALR-N ANCHORS, AS A+APAUFAE-ILURED BY DCWALT INC. (MIN P<-I500 P.A..) SMALL BE PLACED rOR EVERY OPENING LASCIING TO COMPLY WHH SECTION R70992 OF THE 1. ,/4•P % 3/� SOUD_$ET ANCHORS. AS p5tRl07RD BY ALL POINT SCREW. a0L1 A SPF.CMLrY CO FLORIOA BUILDING, CODE (YIN fc4180U P...iJ His IXIAImW SINA1 OR'BE USED 70 TS (UMIF R AMID PANF.LMATE RL15 ANCHORS. AS MAIUEACNNED IY ELCO CDNSf1UCnOM PR(X10 P E'FEI 71 - /1 PRODUCTS OR,ANI oER'Wi5 IN THE STATE OF FLORIDA (Nit. -7071 p,AI) A,,,MAMIIII - I/.' 4 CF TM -GIP AAIOHORS. A5 MANWActlRFO By TRu-HASH CORPORATION "' A. T/�G �' �.'', r FLORIDA BUILDING CODE (Ni h Valocl NMrrlcone Zone B I) MGNeAW EMBEDMENT! t1T TARPON ANCNGIIS, RCO PAN{LWTCS AND CF IM-GAP ANCPIOR, oNTO t1E C �}C ' eLocl UNIT SMALL BE 1 1/4•, 'N°0 IEROp' AN 20 GAGE GALVANIZED STEEL STORY PANEL a„w, N '• NO. 4 167 ••'• Y.2) CALK -IN a SON -SET ANCHORS SH .L BE EM,EDOED 7/8' NTD THE CONCRETE BLOCK UNIT NO INTO sn,ccD vHALL BE PERMITTED +/4. 4-20 xREws USED swu LE , 1/2- LONG u1NWIA a•oL1 _ - '�1 GLOBAL PROTECTION PR000CT8, U.C. '"I� COST, AND " MINIMUM FOR WAJS WITH NO Sn7Cr-O. 'OT STA Qr `-- `-'"'• / I ypp ew aI sTAEiN 9 / , - VA�`Xc F<0R OF "`E " ;-* fF,R. .�.'. u1:. .POR ,-" 7aa rAwA1M.)6W-6,r+ 2G-t76 SPA•••. WAR.- �„ V IM- r �N Wes" M AAWW4A RP •f6j,,JN/ONA E 7URL/MR MLiR A c1`F QT Pi v •.•N N - WQT + RI » INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS CONCRETE OR CONCRETE CIL& a BLOCK ST UCTURES CONCRETE ANOMM CONCRETE -I=-= wTm ► Twa om a ` wRaIER ANCHORS (wIQ191SEE 3R1wdNWw ED.. - w�sEn . Twa,w°M;4'.. mWCa a AOwIa SCHEDULE 3M . 11 CONfA TF aXRtU o ►) _ �_ v' _ EXISTING POAEy - COIKRF7[ R[OLA40. '• M�1.Ta 61MROUW►)� fn , C,.L I .7 1• ate. qn -I' Min.- t- MN.-- ��jl _om i/•• - 1 4' / ,,. - MR { _ Mw. ors. W�m'. J nHG PMWp LD. [COMMIT ` 1I i 2 1 I C ., , [XK1MN0 P'OUIBD E.a `'.. I I LLi CD V- a 1 i f VLVAI COMCRtIE RtOUIRCU :)`'- L . I AC+l4H1 �I. i = fiAA 1 _0 9 1 .N 2DAM I �AAV M.. =IYYVN _{ m aAa e 1 1 I tNBI,. pus A :' i eeN� e 8 I I an: swcoor w" wFNALAN,M" W i m iEw'"6 1 �--ww 1 =.* i !y,A•'E� .. J 1 I �FE.J I , IA" W Wr 1 t , w aIr O -.` ;' I ; r .. __.T- �1 C aAWo..-1 ; all. N R aFNq_J ; -• W- pH; 7B I I I 1 '' 1 I i I c z I x. 7 r ... " I 1 1 O I I r 1 I I i 1 y 1 1 I I N 1 00 I I 1 1 1 I , i 1 i 1 - ; 1gI i t►4 N01 . It I n 1/7' oe � 7 MR I' EXHSTNB POtREE L�' I , A/SL• pp I �. I S ",me e 11::7 I loll. r I [MS.,,Na ,,OUKP LO I ..N. IND. swo e 4 P tD f u 1/2• cc r CONCHAE BLLom - MR • S • I I CONCRETE d1 ': - 1 COC It I BLDCN - _ RFAIARE7 .,r i I'i'li-c l I N CONDUIT BIODt REQUIRED I {:f_. � I N,,•:, ;ii-`.,.,, ',C\, Rf0AK0 f roq t i I r 1_I P.M' �. - 1 E70STPIG POLMRt7' ; w i, :-:,• yyL 1' NIA I. . j COhLRE7E ANCIOu - .. - _ W4KREr -i3/4• L`-- 10 e a W„ Cc <.•AwRo _ TF- .11 �7 pe • '-`w! stlactm IF SM - (4 a,.4, .4 7 aH O CONCAEIE ANPAM6 pt[ LG4EAAt PY' CIE ANC•1 ON' ((�fRE tcNEaut a �: T-.L ►-''A'-pp a1PI31ElC MO,OR6 ',f„� BONEDUAt �. 9 (TEE 9PWDAt ON ^:.:J M.5 1 T,gVNI .) :T =4 6 nnDllall ►1 �. r (VICEC'E 0. a SHNETS 6 THROUGH a) r•r1,'y.a •y,< WALL MOU SCALE 3/6-1- Afi1.RA1>r..�t7M. 1lSCSCALE 3/6-, M�tlG SCALE 3/1-1• y},y/7 A6 �(�y�* IpC, ,yI;■//I y�LE/t d•:♦iOYG{IL•��Y�L+iOAAAEAAi SriAE 3 1' B LD. - m I -SWI roWH I ..O 1 1 (SEE SCN �ON sHEErs e a s) I I 61 i e I i I NOT/ FOR CIpMONATM of erCT,D,O, n'Ir Lc" r NNIN1rM,AP TOP a BOTTOM 610UN)1NGS CAN BE law I I 1 A;.!.1(�.T COMBINED M ANY WAY TO SUIT ANY INSTALLATION, ��ZEa 'C [xWnNq PauRtO. , w ': T FLORIDA BUILDING CODE NI h Velocity Nurrtaone ZonB -. REQUIRED *: # 20 QAOE GALVANIZED STEEL STORY PANEL VIP01M„ 0, ry_q_q_gIEt.D wwt,t B MRAVOIa •I ` �)a TA _ 2 * -_ - ''> W� GLOBAL PROTECTION PRODUCTS. U.C. IL E\R �% w/33k*m FJam 1) •. GRID IrBe item IW. 6, sRLET _ 9/ WALE �4o"tt/ „14�. m a . w..rA.a n 4Hw meat' taA)M�- 7e a w.L1(s6)rw•p»7 -,M, AN A,-,M, 20-176 SCALE 1. EF , m CA-aAID111 a1A.FIA N.: ImM TME/o'L7t .ETO mw 4 was N 7 � TI Ll' co 2 1FRpdUEI'1CVJy1.l.;A77pN OvopaT Hn. 26=:^. lot - Ve,�EICT EVALLIA7'IpN �,pQ$TITQ 30• 7A2 3 �n+c. TILLIT Ti99TING & ENGINEERING COMPANY .__. _ _ __._- _ 2 2 TEB�j;FPORT3: Large missile Impact load tests were performed under SSTD 12-99 standard as R,NSTA "TiON: Installation shall be performed strictly in accordance with details indicated on WA07 Ln. riWz ia-, r.11 tiltew(4PPl.w1s1 PR DUCKS EVALUATION REPORT VVIELLA. per section 1609A.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.), L,R�"W6;ao Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20.175. Minimum separation to glass shall be as indicated on Lob of South Florida, Report# 0814.01-01 dated 03/11/02 witnessed by William sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document REPORT NO.: 20-0727.02 R. Mehner, P.E.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20.176. 0219-01-09, dated February 25, 2009, signed and sealed by Edmundo DATE: July 27, 2020 Largoespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida 4,.MATI IAL GHARACTERI3TICSANO SPECIFICATIONS• PRODUCT CATEGORY: Shutters Building Code. Teat Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Shall be strictly in accordance with General Notes and Components Indicated on Gonzalez, P.E. sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D,), drawing No, PRODUCT SUB -CATEGORY: Slom1 Panels 20.173. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile tout report No. RCM-198 by OC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as Anchor s shall be as Indicated on sheet 1 of 18. of Product peciflent PANEL per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed (s Evaluation Document ( P.E.D.), drawing No. 20-173. MANUFACTURER: Global Praimbon Products.1L C and sealed by Jetty Jaciofano, P.E. as per ASTM E-8. 4800 S.W. 51 Street 2.3 STRUCTURALZMGMI RI 7- LIMITATIONS AND CONDITIONS OF, USE: Davis, Florida 33314 GCALCULATIONS- On 24 Gaga Galvanized Steel Sturm Panel for maximum panel length vs. design wind load, Sowell as maximum anchor spacing vs_ design wind load and panel 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated length based on rational and comparative analysis, and in accordance with on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.173 1 PURPOSE OF EVALUATION: `-R This is a Product Evaluation Report Issued by Walter A, 71111t, Jr., P.E. (System section 1804 of the Florida Building Code. Calculations prepared by Tllteco, prepared SY Tilteco, Inc. end signed and sealed by Waiter A. THIN, Jr., P.E. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. T111N, Jr., P-E. 7. t 7.2. Product shell not be Installed within HIGH VELOCITY HURRICANE ZONES Ins 61020-3, Method 1D of the Florida Department of Business and defined section 16e of the Florida Building Code, ng Professlonat Regulation. 3. MISSILE IMPACT RESISTANCE: 7.3. Product shall only be installed into poured concrete, concrete block, and This product Is being Issued an Evaluation Report as described herein, and has Large missile impact under section 1609.1.2 of the Florida Building Code, as per wood frame structures. been verified for compliance in accordance with the 2020 Seventh Edition of the SSTD 12-99 Standard and TAS 201. Florida Building Code, and to verify that the product Is for the purpose intended Product Evaluation Report prepared by Walter A. TNllt, Jr., P.E, (Florida License at least equivalent to that required by the Code. eLV1AND LOADS RESISTANCE' No. 4418 7), President of T1Neco. Inc. (Florida CA-0008719). This Product Evaluation R Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell be as Indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. LINlunnugE �A A. Ti<</T *.. 'N E ' Z<EVtDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10, 11, 13 thru 16 _ 'y '�9 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. r� -' ;_ ��r��7 XILPRODUCT EVALUATION DOCUMENT (PLEAD,); 24 Gage Galvanized Steel Storm Panel has been verified for code compliance lo wiz . * Drawing No. 20.173, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A. work as a nonporous storm shutter assembly, as per SSTD 12.99 Standard. 011111 _ wATIu gTAtP�p *"�. Da TTLTRCO ADMON RECORDS 1 P EA REPORT.20 ( OLIA'AL PA N PAOOOCTS, LyyYZ Ge GALVANIZED MELSTORM PANEL IDRWO#20-1751 REPORT*20.OW �:.''IOR t0AA: ,•�,VV Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inte�l dL ,j,�Is Evaluation Report. �a��Nti ,.: �41 ''�1GENSF .. A.!(� � ' OEN �� $� -� SF tiss/ONAL1* ��ruFunun,a+LLL �•--4d"44167N f 7''' ; * iTit= �. - ��C�s F l _--- 'r m'�Ra:. 167 7/Y: * :1r- a 11, p�FS fLOR101" .G.- o'•. ORlOa• •��,�� 63,55 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (306) 871. t7'AJ�)Bftdpb��A$41-1531 *,ANIfFIInpIMia ,y ONAL �N a�`� IRIIIIHIILMI COMPONENTS FOR REGULAR A LiFE SAFETY STORM PANELS (SCALE 1/2-1•) - I .-_ ___ _.. ...- _.. _.-. I5.,96' (TOTAL WIDTH). _- .. _.. _ _ I _ _...... .- - ....... _ - _ ..IS IW (TOTAL WWM)_ __.... .-. _ - --- -. _ __ . 12.900- (EFFECTIVE WWTK) .. --.__ _ - - ........ _-._-.-, ' !i ' IS 1/4•._._._. . . .._.-, - .... .... 6.2w,----'-.- _-. -. r � N ' - I 80' - 0.030• WK THICK, - 1.350 - ti ` _ _ 1 - ,� _ _ _ OMMMXZED IDm 1 If- /� / , _ 1 OAm- YIN. MtK I1 •• '' AS'M A-f63 I �' ��. 4E.AIMICEI .•'^ / - i.. WAA[ •HONIED.+ •f'- ( / 1 '.. 2.�57' GALYAHIxtD S7eEl EDGE P% 7 t,7' 2.a57' G-•BO OALV. EDP ' / 2. Y 2.000 An A-00% .2 -/ ' 2 TYP TYP. T ' MEMNED ' 11IY4[p OCTAA ` ii DET DUDE 9D wwAUM d1 l Aa L 7 EDGE a -so CALIF I , r0G[ , LgiAIL A Nd L L6TAL A As. - _ - ttt __.__... ___ .. ..-..._.. .. __ . -/ © STORM PANEL (D END STORM PANEL •- 7187'-- -- 1 ! ':_ . -- - // BF716 PAN..S OW) LIP 1 ,,7!. 11 . � ^23• .7_: ':_ 1114YSOII�s 1/4-III-20, t700•.-. w _ M,DrY101 iEASAEa EDGE 1 �.1 9ME 1WEKnt TD MfCi.F ' 11 -�„/ / 11 R i Ob' NO. 1 ' -_- ---, ; i �-,--",O �.` M'L 30.OB• 100 i.«3' +/Y aG N2 t/Y 0.0,r� ; - , Y%, 3.J79' .DOS• ..003• t,SO,. ,2d' t000' t.app' ...•938' SR /�•.D.2�-,2 1 5• .a3' A 11 , j.L3A�1 (- 123{ PEAR 1 ,__T 1 t37rS', �•o 1 A n 3� I ) +as^ I I s3o A � �. � _. L�LS00'J -. . 5-MAW. - _.... , .. ..-.1.500' -' . (a)/ IAA �So•'C ISOMETRIC VIEW DETAIL A L-..-.a.ODD'-- 2.000•- - ROUNDED CORNER •ENDS OF PANEL'S a) A END L P w( T) EAMED EDGE O "h" HEADER (�) "U" HEADER T Atl41E (9ANGLE WITH STUD ® ANWIT GLE H REVERSE STUD I -1 VKOU , SEE KY. F,_J 1/14 8 7/U 576'TtIft no 374' - - ?W ',. t .•.-3D. 3e. SONS 1 e}4.'_,,.,, 300• R OF OFANEL EaC3 } in. H 00!"�.6aC III&- + -i -1 IV I .- S I N i, i-f i -I+2Y 1 -I"�i sND FM7ED ro 1.40T'tW3 -, AN0.! a Ia T/S' OC .. f _ _ /1 L07T• e25'! E e.---., t 063'l i-.S , I I.. .3.0' 1 3q' A.OB2' 1.671 • �tp..,. I• ,T + t 019-- 1 r HOLE .00Y I y. . touEON A . - - , EYEnI+' rA7a aVaNAD ...-r.Dea• L.._ . ,3 WASHER °n76 ' -(Tn.) 7.000• KEY HOLE7�. .063. ,__� -� © "F" TRACK ANGLE ® Agar *r RACK © FAT PLATED 0. ( � .- .ov4• ~ EN, /'MAIM.WITH STUD d1LVANIEED , H _344Y '� ,116N'EP �/j W. to' LDKG '. _ 1 1 A. T ..;'all EN �..' �i ': . .37ro . 3610 Oni., ,EF 1 _J A9'� _ r..._I - : N0.44167 . I �' I * :*11 FLORIDA BUILDING CODE IB h VelocityNurrleans zone arW» nWsa Rc rs t - 3 .+2'� - - 1 jr,a wnlc HUT © K _ 20 GAGE GALVANIZED STEEL STORM PANEL 1� -- %-.: ,:N `w. r NIC1¢L i oe a PANEL kl_�,1l, 5i& AT PANE � PROTECTION PRODUCTS. LLC• Alt .. IL E C O • w ■ INc. oft W t I1®� �EA2�yX�iAA X�1y/Pa4� MiFNM/IKLY, L7R tRHO MR W/O7r vw i1F. a r NA Roo K _ wqE ("-)@" Ta a FAK. to")EM-NW 20-176 [7YMe10Mi-4651ID,i YONGIMG r8d1O1 W/ PaOA+OMI H r W rN_wa ,,r r IIR Fn-.Wt • )/1•P.)/3Y WER (SMPAFSS aL-Oa I* •N,A- PA atK KM ST[R OR NPIE P1Alm IIeEL), .t KAIVA YiUW-MAIK A 11Wr A, D.0 'ant ow ter Y INTO EXISTING POURED CONCRETE EALA-M a MANDAA,E !MID. .. .PANIDAM,E tW-GRIP OR CONCRETE BLOCK 0:1.14 STRUCTURES END dbSIM OETA S FOR CON(3 M VAUD FOR RE(EIAR. LIFE . MM INSUILIATION IN POLM CONCRETE ELI= OR NOM AND E-Z HAlll(► STORM PAPEL� INLA OR a EOLAt ON 'AEtT ► Y e) SCHEDULETAX 0. tNPE1S 6 eILIPU01 ►) Y 'Y ee. :«.- 1- ' y ._.,. r. °' ►[OfAED.1- fi"'.... . E (j)__ ,H .i ).�yrfi •4PW 4ite¢Ar<'""IARtrr jq,,,-,- V7 i lT ..WIC ,wNe r1h,N Wi" E D I ; FMr, `` J ♦ Ar A.e L- -% i �.�,; 1 us7/Nc ROUR�- 1 I 61, 1,'r,,,`',A,:F_ : ' 1/r } AAd � Yr «LPs r I w i ' i 1 j 1_ CONCRETE BLOCK •..lf -1.,-, I.. I , CASE PIANi , r ,rim, � T_. rr _ - A.. >'' I I.. .. _.._..... a ... SCALE s/te-1- "A�w'iL:, A-'ViF-•' . '.•.-R,• � 'atemo t A01 N(L{�,�'F__., 1 i N/i�1 i 01 , 7 A I AN,.�� 6GlE 3/le-I•all° eIa"' )),rrr11„JJJaaR�a � - : _ _ IWN 4 INAY I, .L ( � I wa tA.aaAE T. � T Mlat elm , F��V I 6 I .7Y, � w'- rAOM i .fir M'• a 3 •..[ 9" 4%mM, MW, W. AVARARRL . ,A'L"_ ' W . w417at �t. : 1 o - I I (; 1 - ) ,w O"® 1 ,n„ AO" etN�N"IM�" I ,y. �1 i i � r.r.r 1 6ww+Al - moraw g 3 I - 1 w �- 111WI®/ /" E D I 1 1 t MOW. POURED CONCACQURED.TE i i CARE C fPlAN1 caCON�E'nmeE►°PacK ED pIIST1N0 POIR+EO C'iii1. 1 D/16i'" CASE D (PLAN 1 •: H i : LONGIItTE OR "' 1 BLA,6 SGLE 3/16-t' M , •, I CONCRETE BLOCK REOUNED T ,/2• .y. r A& -•--. W/� F� ,p•gIP.°%+ " fXP-M AR �' ._. _ _ -. _ -.. -- pCr ! ', ,-r3/4.-. PRO Mn .�' 0-0 r.$.�1i- wwg��,,,,y44__ 1 PSI F_sFiz_sNR•WOL+� . lw .gI.MO '.1n ARABIA 1 PLUS ON " (E tB30lit w - W .., .., - - - - - - " VILETSS a a1 0) ON W" ayffy LA I`NA \ SIR15 / 11NAdlaN q Bull ay3 .• �.� SGL[ 3 d•1 / glL-Alptiy7JY 9G..r J/hI .- �'+AA �IPI'MWA-- R I - A `�. Aye , t- 4.).7 � �v~® _r p0 CAVARD�'�"NG • N6w +• wwc . MAa[s K t/e• EO. " EDGE DISTANCE .. 7 aNr� O r.�Q� �� y� - U 9) (Ssm -Ts ',. t7 YET s4Y�,14-E-•iliAlE - -1�0�eVm CO/ PY WOW • Ntw 1 WOE . AMRES 4 ,/e PIAATIE SPAM ,I • o i t a �� 3/1MI ALUM. TUBE OR I- . KS ''i 1 PT WOW PLATE SPACER ' BEi/llO (RACK . i TOP & BOTTOM MOUNTINGS CAN BE 11 _ o011fiTt ANCHORS I COMBINED IN ANY WAY TO SUIT ANY i'KAS'.E E fPLANO • - car tiC1EDINE __, 911Ft75 �'�,.. ON I 1 TeO11GH 97 ` C.M. INSTALLATION. SrxE!/t h•' 1 L 6 f A, T- I a�Ep - • ... , '( . MAIL WwP:NwL1 LI AM e r on �. FLORIDA BUILDING CODE MI h Wbe Nurrleane Zone t4As omXeM[ t I/2' Wn. TA 1•QT . e A 3 M. OD E P,; CONCAEfE BLOCK , D"'E.W. aW e4FFMli'tiwM R[IXRREo. "No" ,1a.R '' � No 44187 RtvlO R7Fc& IIFC. rP. 2D DACE GALVANIZED STEEL STORY ►ANU �, r. )(` REQUIRED sEcnow x-x SCALE 3/8-+• AT TOP OR !*� * ( -: 11, S TE Or~-. • c--' - -' "�' GLOBAL PROTECTION PRODUCTS, LLC. °- Wt. » - S#� C" C O INS. DETAIL FOR SPACERS BOTTOM TRACKS ADJACENT TO STUCCO/MIOOD BANDS o"'. RIOT',: 7A, M1'Pi' 4m aw, et shim • IME rL 1m,. 20-t76 PAR ♦ 1.A err APR, N M.. NOW: (,N14M-Taq rK• (►N71.P-.TA R:. lwn'A ONM a,-Iu1 CA -GO 71 'rp',�,,; AL ,AaA*MAAUT, a-avmm Wt1Q A RD1T L. D ",. w Aw ORM w, 11 wYT % IF 70 •- 1. Ulm I .. 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. 1W/10, 2W/10, 3W/10. 4W/10. 5W/10. 6W/11 III 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 0 A ►..., _ FOR w-DD Sit stcrais ON s1atT5 10 k 11 _ O O 6/5 3' Mo _. -I. MIN. _ D.M.. (3). 4 •a 1- -(--T- , T- 1 T __7 . _---'__ _-t--, -,- ....---1- - T.. L I I ! 9 ' l i i IF I I l ED L 1 1 J .; ._) _ _�_ I _I_..._L_L . L I�1 111V r I I I I � I I i ! H - _ _ sya UNBOLTED PAN ELS I j ._{ I I ' I I 1� -!DoiiED PNVrtI.s w/ a%46-s0.i•' { I (SEE SECTIONS AS } i 1. r S.S. U.S.SS T W/ Ile . 3/37' ', wEiELAr z I APPLICABLE) I i I I 1 1 I (SEE SECTIONS AS ARPUCABLE) 0. L I i_ i I I I L 1 .' . __ -_: I I t :• I L __t_. L _1. I i L1 9 1 1. I l] .. } f 1-1 1 i I( �.. r- Y I I i I EQ }} I I i j I i I I I E ` I I I 1 II I I I ` i 3 D.M.,®.®.@.+Q ...i..-1ol- J� ."o ---• I-- +0! . -I .. ol_ I �-- o -- - Ij I+ 1 I. - 1/4. 2/4, 3/4, 4/4, 5/5. 7/5. �s I. 1W/10. 2w/10, 3W/10, 4W/10, /s 4li,.5w/10. sw/11 a 7W/II '.. _. .- ANCHORS: root cONCITtt'E SEE SCHEDULE ON SHEETS 6 A /. MR WOOD SEE SECTIONS ON THEM f0 a II .._-_ - - t ... Am PAP 2.er I/A- Mo.. GAP (T.N OOM AP -1 1I1AE W"M T 8 V INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS i} A dA STRUCTURES 01) I .0-o ECL C BIOCK CONPOCUR1tpETE OR CONCRETE BLOCK i OR RECR ONCRETE-_. OB CCOONpRtL REQUIRED CONCRETE atoum REQUIRED Come" ANCHORS _ __�SaN@Kt ON ,.._._ Q0Mg1QR AL1IDR3 '(t45 KNpiIAE ON _„ _ I Ma10R �►pt- i -) i 1 C - ! I 1E 1, ILi C. 1 //��.� Eb :y .1: I I .1_ 1 t�.}J .I-�L• . lot Ile. R ME 9p ON wen ►) ;91: COMPS# am 11 011,4n1 BLOCK ,," 3/1". 'a, a 0 .._ A,I Ig SOX OF •L MAX -"I - I .R 7 , .5. 00• 1 1//4',-2OK1/4• S.S. BUT TV/ 7/B-ilf32' WNG NUT O Ix 1/2 O.L. Como= ANCHORS SSW 9) - ON a BLOCK nFoum ItLIJAWAIM SCALE 3/8-i- LD. EDO[ OtlTANCE NOTE FOR CdfBBMT10N OF "CAN (SEE S =WMC ON TOP & BOTTOM MOUNitNGS CAN OF SHEET 9) COMBINED N ANY BAY TO SUIT ANY INSTALLATION. BSI CoNPETt -"DO" - f cHav It ON FOLNRED CaNl90.Tt OP IEQLNW •IACX FLORIDA BUILDING CODE - _ -- _ ANCHORS. APR CONCRETE SET: SDIE'ouLE ON SMELT / -. - - FOR WOW SEE SECTIONS ON SHEET 12 3' VA. 2.87, 3' 111P..1 ,. WO - (IRAL IS.n1A► -1 1WISWL L IM A. *" Wo I• W. r D.Y. � - �I . - L, 1 1 1 I I 1 . 1 a ,, 1 . I I I BOX ,, I I -', or V MAX - E. 1 {R� l41 � ' 1 1 L/r`. ADE ./ I I i 1 WIO NIR 1 IF' I I. L I•il r11 I'; . I , 1, 1 I I I II bOX In 'L_ MAX • HH1L "A P I + 1 1 I 1', 1 1 � l i '1 'i I it . 1 I I• aft., ;2A a 1, ! Mf6" ... D.Y..t •!y m ® B01aW J. MR. ,- MA, I. MA. ANCHORS FOR CONCRETE SCE SCHEDULE ON SHEET ►_--... .• . ._ FOR WOOD SEE SECTIONS ON SHEET 12 - REGULAR STORM PANELS ,i A Q ELEVATION saLE s/a2•-1 1/4• MAX. HLP 2 67• I. i (ESL O.QIAP 1 TPOI1 MAUM [[[� =-4 I /4- MAX...(3 SEG sEALE s/3 CODE .0-0 N N L CO 2 -Cu O N � U N a �- Clio-0 C � -a O a-" "al C a 1)'v = U o CU ..0 CDCn 0 oLL E �lb ._ -o Q (1)a U) RIC a� 3 > Q Q Q Z Z W J CV7 C Ln O - N :W W Ck-- C = u O X C V C4 m>< L.AA. p• . o NA CV - VP C ED Q CV g- Y X m ..eO) C O) w f I.X ' # cc M 0, .3 7 • L.7 W 'C = cm j T a-0 0 V w Cl) w4., " N W (1) ,= (n =3 ICU U) CL Q) U CIO o OL WAR U'a)�/N� C0 W LU = Q Z Z d J 11 1.0 SH CONDOM A IHI M tv 11Cf6W[ a +; Al uRAW9 `--- 1,• EOE OF WLL M AMIGWiE 1 , I ( �MN1"1T16N6 AAt I 1 ' 1 1 , ( NW , I1•..' p 4lMD I Op[ �11I1f wO0RO0i'iO�A � 1 I I 1 I 1 I I 1 a 1 I ...7� I I 1 _ ( I11 IIIOrR YDH06 ♦ frHelA4 ; a ♦`✓ -� WALL AND FLOOR MOUNTING INSTALLATION FOR �4 •" oAWH � � . SPLIT PANELS d WD > CONprF " an AL N A• C HAAMM i "7 ,• ,. M A NR. I I -Ln 6/144,INrnl !L r �• ® f.- L� It1AIM I W21nNH41r[ar ti +• ". ' :-!•---~ ' nuDiaD,' 6NY1 \ r ro R°OiNRssl wto/�' 1 1A1/I! co. R ,6COim 'm.°n °I°I" 1 DETAIL I 4 1 + 1 W.�,FHD An.II O f aAi'Mrr�.'-S HY 61 tlNg W49 1 N.x IAIWL 4' MR SCJU.0 ENu�i ENL = YUUWMI SF`HMLE IIiAO GALE M006 [ 11OIRALl IV4i1 . • SPATS ,LID IO: �D. O[SOfIF RfEsIWF MTNO sOKE s ,• NOTE: MULL,, dN N50 5E W16INIlEO W/0 STORN PNIOS nN 10P a PANEL �aPE�A11q iI% TU6�[ � i lOYI� Sorrow IK ,XO4N0 INSTALLATION - AL.TERNATIVE I W SCALE. 1/4' - 1- V• MULLION SPAN (TT.) • REO IRE'D w TU E YULUO" " 4 A'-6' 2". a• • 1/r a 4'-4• to V-0• r. 4'. 1/a• s'-6. 10 6'-to' 2• • D' .> !r 1,1. < 4• > r-to• M W-r, 2'. &*. I/r 1 I IN M4I.P • ps,WnlM/ > WM llv0 IS, 46,/ - tI I CORAL ! I \. l i+ • • _'._ �` - MLIlON fINH • Ia MIMILN S•I �., SECTION Y-Y \ �pM SPLIT STORM PANF� VALEELEVATION ILE 1/4'-t' PN brl2 &'x h.T! r 7 �' E • M' UL 1 i 1 NIMULLAUN - MnWATM SW SCALE 1/4- °" 1 ' nLT A4 Y fAOf W r .a MN MDTALIf�O >rMAMIW WALL MOURTM 1NSTALIAAT111E 2W SCALE: 1/r - I- NNOTES, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.s.r. AND PANEL'S LENGTH UP TO 8'-8- 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ND1EME comaWATK)Il OF SECTIONS: TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, comm" afew 6 COIOKiE AICHM (6R aP ul!'14H))� \ (THEE e0 SHM IrM� y Pomo CKOOOtll'uttU. 2Sp• [WWWm 1 `• t.A. auWD p \• I • I'"` �fOID4E ! = TINE sOKDIKE� FM v F011 1 1XI4 IMTW 11 1 �o � rNLFr 12 }i2o.c. yaay I ro ouc mo 12 1`/2�'o.c a ) _ T •'« �/ M D/e• Y- (EASE Q , 44.11•y�KrctA1E �%1•)'l- I TO • / t/x' o,C, `MMMM (!Q OLT 2/T4) I 70 0 12 1 0t b&i M COKCRIM S aOQ1VALL M01S0 (SEE s1 c"I ONJ •J V•, COI,OIItON) sHEEr 1•) PoMWEO 1,]IIL71[7[r J I:enL AD1AINo `oHCm7` [[ ON A ! jy1• SIM 14) WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATKIN SECTION 1 SCALE, 3/8' - I' - SECTION 2 scALE: 3/r - r (IQTES ON L6F .96EL'T _x*„P.. PEAL Sf511N_1YSIM' °'�^a..: T LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) OR AS AN WTERIDR PANEL. (ANY PANEL LOCATION IN 6ETW'EEN ENO PANELS). LIFE SAFETY PANELS LAY OR MAY NOT BE WISTAILID ADJACENT TO RECU:AR PANELS (W/ OR W/0 REGULAR TWICKSJ Y. ,ITT SAFETY PANEL CONSISTS Of 0.039` GALVANMW STEEL STORM PANE, AS PER COMPONENT. SHEET 2 or DRAWING RIMS PANEL 05., TO BE REMOVED OR 0WA►LED FROM THE IN1SIOE OF STRUCTURE, J. LIFE SAFETY PAMjy RE0,161ES TOP TRACK TO BE COMPONENT ma WTMM TRACK TO LYMANU TILL OE pA5 PER SHEET 2 OF THIS 911100m. E(,�•P.:iiu. COLwONENO K WSTALLED WALL OR FLOOR MOUNTED Fo1L0W1N0 SECTIONS I t CENSE 7 oN Tws SHEET. Aa pR2t AS DETAILS I t 2 ON SHEET 14. 3; 4. W. LENGTH FOR COMPOIEMm IS IS•. MOVE. ANCHOR SAC. FOR FAFIPd/EM ®ANL'NORAGE AT BOTTOM 6 GIVEN ON S(MDULEII t 2. SHEET 14 * .: COMPONENT MAY BE PERMANENT 00 REMOVABLE. pTE O S SEE DETAILS FOR aWAUAT10N INTO W009 rRAME FOU00 S ON SHEET 15,. VA. oo 6 BEE SHEET 4 FOR ORAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF `J'S ONO SPACERS AT TRACKS "WALLED AGIMCENY AND BEYOND TO STUCCO/WIOGO BANDS. F44 N111HM CERL160 ! MOOR 1101111T1110 WALL A FLOOR MOONTRNO IOW L L ATNON - ALTrIMA ALW LNSTALIITNOILLt -ALTERNATIVE SW (SECTION AT TOP 15 LIMITED 70 +55.5-97.0 MAX. SCIIL• 1/4' . 1' ASD. DESIGN PRESSURE RIAT6(G) SCAM 1/4' . I' My �Fo. -INSEcT9x=_-L:_ FLOOR HOLOTM ICCFALLATWN - SECTION ♦AW WALL. 1/4' - 1' MR CONORM ACOMp St SCHUXIJ M SAW 14; IPA WONT somm IRA t erAft ON sow Ie 1, 2 A I � I••�1/1, 2/4 w4 3/4 a 4/4 �1, 2 A TW/15 IW/1S � I a• Ma �tL,�sM■■4IT6wE ■IO■�■96�L6 7i0 �1w11�ewwtl• IB■A■N■■■�■IO■�■� ■�L.TTiliiu59■aN9 I ' I () R R/�R■\�i).■■R■a ■!.a■■ ■■11 pp r. IF,atON W/Is ION ONTElthAlt-J UK SA♦m�PANEL L... AREA W/M0 In SOFTY PANELS LOCATION OF LIFE (SEE NOTE'KIM - . -.. I.. Alto" PANTO S W/ OR W/O REQU Aa TRACKS _.-. SAEIY PAWL (SEE NOTE I -J WLOM7 ° UST PAIR Q_ro H. WSTAUn AS LIFE WON SIORLI PANEL OPEN" S/Wl. WS BEmMAFRPNIrµpt[ M RIlC7,OL9 PANEL ELEVATION OR REYOD FWW 9W OF s11K71AE i(1)& SCALE V4• w- GAP ®®af 1 . f ,/P w,. IIAP r Het" "°[ ) "✓e1R B Y; 1010°"r"AN`loan" LEE IIt1, 1 SECTION B-B SCALE S/u•-r MAXIMUM A.S.D. DESIGN PRESSURE RATING (O.R.fJ AND CORRESPONDING MAXIMUM PANEL LENGTH •0 SCHEDULE Y,w a Iw Y m9 sAls, a(A A.IA III.. OL,MMAA as II 7Na a (P•[t.) Nu. tA)10,11 OQL N ) �/�A g}ApA7p1. to CAM! .a p = IO" MIDI OF" HOA -724 M--r OR LC16 2 1/4• ,66M,m 1 TIM 6 L 7 >r-4' To r-r M.. 2 a/r ,W190LTm , TISW1 e 6 1 .aea -r2a >s•-r ro „•-r MIN 2 In' • M K DY0MN3 - _ . .wA -4LO 12'-+' Ol LE36 it/21 °, 0 A It) • WID M/ 1/44-ml, ss. MS L "GI All A WNW A N61UIORl OF ARM[. MAXIMUM A.S.R. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 6) A Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (RIND ONLY FOR PANIMS M& nA WST,ILAMNS AS PER MOMS I TNRU 7. ON BNEETS 4 L Al WARWAI AS.O MSoI M(�PG (Pi r) wmna MCTOWS t►/l'MO NaR EA. _ A 1/Y '• Appluaw To urrom { • ANY aCOMRMTgN LMIMAM MAT. ID1001 i• (A.) I UP" Cr TIP -Ono NYawn Few 0 WNRYLR RU ,0 ODIIMEIC ODMpCK1E To COMQ[n OOr11tlYU10m TotT[ 10 GONgC1C CaN�1011rl[ 10 COK,MIF O IlLm 10 O71tl[t[ �MpNt[ 70 r I/, N/A MIA 4• N/A r /(? a• RA (too) s' r N/A N/A r IF r [• 6' {• 1 (LQTIOw) r I(/A N/A N/A r N/A f• N/A r N/A 1 (roPl i r WA N/. N/A s' MIA r WA r NJA 2 Oprt M) •OILS. M LRS --- N/A VAIr/A 1.M/A r wA r - N/A i 3 .. (Tor) ' rLC"-r oR t s' f• N/A N/A 1• e' Y r 6' i' 3 (em,Cwl r N/A VA N/A r - N/A -0, w I N/A 7 (T01,) s' 6• WA N/A r s' r s` iF 6• 1 t 7 ('601YO0 N/A M/A 42 1/2' a 1/-' 12 ,/r a 1/0 S I/•' s I/4' 6 1/•' s 1/4' D ( /aOrTIAI SIX EII M 10 A 11 FOR AIC"Oft TYPE L WPM PO,.6WWYNS WID NO FMAE ENp,I 1W414Y mcial1 1I00011 AM YIIYN WK 067NC[ Am momw am TNi 1XIlm" FOE to. LEN THAN IS4•A10 a1 IC.WIAE IUuC[ *0410 /AOsO M WARP." el'AOTW 910O/ M soft,[ a IRE fW WSS FFCPML Fell US aLVRON TO K MWILE, MICIM PACING OWOAD VR6 FACTOR SHALL ,10� K LIU TOAM 1000W II 111 O W INKAID F06 FILM MOW ITK M ANCHORS MKW, D1wO 1R Val IN1 t/PHI /H>• .1/4'. ,H•4 IHIPWII a lie! DNA•. 1NCm 41 6 0" van ch.) , 3 It f 'n 3 W^ KA Ins ww" WOW _. ... _- ,m -.• A H _- tA0 - - - ,Ap HAD 1/4- ROL L a/I' LOW 6RAn KG MO W/ tN4-20Ar S! MS 0 6 Ile cc. FM 1401 LUSTIG N TO r-r 0*0 4 1/4. ac ICI ww" OP 70 W-W w.. an I,M,a Fw4LWM IDMt S ORAmmmyt PLA 0 71 " = 0. C. WITH I In• Mk VHFMAOCD TON M1 70 NfAMP MR ALL 1.9111" 11► r-r wN L I I i 1 j I Ij 1 I 1 1 �yi�:i:L`iiii i"i♦ mms: 1. INSTAiLAT1(NS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANn'S LENGTH LIP TO V-9` 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR E.DUAL N{jjTE POR [OLIBItIATION OF SECTIONS: TOP ! BpROM LIDUNTINGS CAN BE COMBRLEO IN ANY WAY TO SUIT ANY INSTALLATION -J1 --A v2- --_..1 .. --AT STUDS 0 EVERY aMEaLAP (12 4/r OCJ ,b H11xo 1>ANEL INSTALLATION DETAILS FOR REGULAR PANELSC7b INTO EXISTING WOOD STRUCTURES i " ii & (A I I I iIrl EO EO � to (. . I 1 ' ALNR� ' i A�mIWI'm'•' R' eul["DUN p_ E LLZEAiA 1lIIL �(A �Il! L ( ALTER"TrVE - RCAF 3/M1' SCALE 3/9-1• Sat 6 I - raS`ip"WwiFRAn"K' M 1 a 11 , OS Ea I I EQE 1 , � E __ I ..gin---i..• I . LSo i ,, IWaL.w �y IMaMm 4 6.a . ' .' _ _ ; �7 r�i•wr•Afe•R r °r4MenlaiaNALTERIIIATIVE .. SW ALTERNATIVE 4W i5A• Urt a tWr6IH OF Aux SCALE 3/4.1' SC/ME 3/8-1- IIcLRMEn K ••NA A./. Iu4fTAA I AMII.uNOTE : SHUFTW TPACICI NOT FRAME SHOWN IN CLARITF __ , (NISI I/4' SEE SET WIENOR PANEL ENO PAAEL •1 ®OR I SFA60LAE /t : SOII9IAE (♦1 / - _a•...� FOR 11MANCHOR ANCHOR . OR OR1M moon NVZM SPACM 1•-Y CON.-. DETAIL 1 : WALL MOUNTING INSTA�j/IT10N (APPLICABLE TO SCHEDULE 1) BEATS: 3/1r - I' MAXIMUM A.S.Q. DESIGN PRESSURE RATING(R.s.f.) AND CO RESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 18) FOR INSTA LATEMS INTO CONCRETE A CONCRETE BLOCK STRUCTURES cRNfn,Hi Fr 6 7 N%W. CEBUMQ TOP L ffitTTOM W/ E.D. . 3 1/2' 1 AT ALTERNATE END PANEL STUDS W EVERY OWERLAP (1i 1 2 - 3' r ( 1 /s2s }/4• 90E I.SEE I INYOIOR PANEL CND PANEL ® ION p ) SOImUIL I Y ANCHOR Pil AMCIOII M DND PACWW ' I'•, YM. DETAIL 2 FLOOR MOUNTING INSTALLATION PPUCABLE TO SCHEDULE 2) SCALE: 3/(r - I• 11AXIMUM A.S.D. DESIGN PRESSURE RATING (Q.t.f7) AND CORRESPONDING MAXIMUM PANEL LENGTH •L' SCHEDULE �!nON nNnlr GLw�_:fLrTKI1..1..LtMpGSICD.fDB.lfE °_.lny STOfiM PAM„ NASA MW[[Sft%ftmSVIKt.I lvew OF W-GIP I QVr ft To AMISS MOO 0 NMAR AM P i M4ww nNEL LOOM V (N) TO OMGI'TC am COMCAm COMIC W C� R7[ A W comcpm MLOfwM- 6' N/A N/A N/A 6' N/A r N/A a• N/A , A 2 (TOP) 5510. -72.0 r T r 91 9• r 9• 9' D' 9• I (BOTTOM) 5'-0' on LESS 6' N/A N/A N/A V N/A 5' N/A r N/A 1 A 2 (TOP) ,60.0 -72.0 g• D` r e' r7 1/r 9• 4' 9' 9' 1 (BOTTOM) V-0` TO T-r N/A N/A 6• N/A 6- N/A 6• N/A I t 2 (TOP) scHLOIAr A2.:_.Qly'J III= MMWI CDIDItOts AL69DDYJIi_.LD�_.-i112 MAAAAA &" PI�gAE xr I "A 9 Sp• IPA nW TOP O MAIM) OIL I (STD s r r. F SM TOP OF TAW,) APPLICABLEMAN SECTIONS 10 TO Y I bO LENGTHMti PANEL A - cwiw OF THEM +49.2 -61.5 3- 3• 4 1/2* 4 1127 2 (BOTTOM) 7•-6. OR LESS +52A -44.0 3' !• 4' A. 2 (BOTTOM) 7'-6. OR LESS +65-0 -72.0 2 1/2• 2 1/2' 4• 3 1/2• 2 (BOTTOM) r-a' OR LESS 1/2' N/A N/A 2 (BGROIf) T-6' TO 9'-0' N/A N/A 3• 3• 2 (BO TOM) T-a' TO a- MNWAA Aet walF I'A Ia4,tWH0 M. . L)NMH MRL;A11DIHS1 IMIIAI SDNAMON O 4tAIN rIAlO 0111110NS-r i 13/4'46aID so 0QT 16 MR ANC)OIM rm L STAID" Po1, omv" Oo16 INTO aw MINE WLOIO. IW41eM ANCHOR lMCelis AND ,Is * WK omm" AN 01OCm M IIAI SCTHDI m fnI EO LEIS 70M INAMIC M 1 MAX IMM MOW SPFOMO AY wA1MLYN0 VACNO 00" ON 904D I M W FOLOOO FACTORS, FW A4 QPM%FCN TO DE P03MKL IW= VAC O O FAM U744 FACM SNWL Hal K LESS THAN MWAN MMCM owxm IN EACH ANMOII THAT: A AICHM IDDO. AM1109 TFF9 ,_L/CIF 1/44 1/4•W 1/4i rA4R ,/4L Walk a W►. aWl-41 NEN Seem /IMas6 I 3 3 A SIR 414ilpwd ,Tx) a a - a I s u rNI W 1N a ] , 1p J ,A 4 AL(ML 9a NK OMO R01BR 1/1• _._ _ _- --_..... b .... r ,aD IAp - 40 O ,4D - im NVAAD DNLY IN PANELS AS PER SECTIONS I THIN) 10. ON SHEETS 4. 5 A 6) DMIL4A WIIYUM ANCHM SMC61D FOR FA. - 3 W/r " ALa OMAN TACON -�-_ O TN -CRP GMII-N PAAELNlf Itle" 0 PABMAT( Pm - SOA SE, APPLcall TO MC14Ns F/ ! WMMW PMRL PIS MssL (P.I.) To OOIICRLN[ 1D OOKaP[ waCK TO CONCILIE t0 001L•RM B1OCx TO CONDOM TO L'ONDIM @I= ro cON0E1[ TO OO40E7[ aOrA ro COACWErt To ComemEIE Kom 70 caHmErt To 12111GE1[. 6LOO1 ANT. 0 WKV M or T N IDIOM 1- (IL) 9- N/A N/A N/A B• N/A 6' N/A 6' N/A N/A N/A 1 (TOP) 6' 4 N/A N/A 6' 6' 6' 6' 9' 6• N/A N/A I (BOTTOM) 6' N/A N/A N/A 6• NJA 0' N/A 6• N/A N/A N/A 2 (TOP) 6' y N/A NIA N/A e' NIA D•M.- N/A •- -.. D• !N/A NIA N/A 2 (BOTTOM) 53.5, -72,C 6' N/A N/A N/A 6• N/A 6• N/A _6• - 1. N/A N/A N/A 3 A 4 (TOP) 2T-5• TO 6'-6- OR lm -_B--4 N/A� N/A r 6• 6' _ e6• N/h N/A ! (BOTION) 6' N/A - N/A N/A a` N/A a' - N/A - 6• N/A N/A N/A 7 (TOP) 6` 4- N/A N/A a• 0. 6" 6• 6• N/A N/A 4 At 7 (BOTTOM) N/A N/A 12 1/2• 6 1/4• 12 1/2- 4 1/4' 6 1/4' 6 1/4' 6 1/4' 6 1/4- N/A N/A 5 (lOP/007TO ) 50.0, -5.3.3 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' 6 1/4• N/A N/A 6 (TOP/WTOM) '-5' TO ll'-2` 65.0. -72.0 N/A N/A 6 1/4• N/A 6 1/4• N/A 9 1/4• 6 1/4' 6 1/4- 6 1/4• N/A N/A 9 (TOP/BOTTOM) '-B• TO WI'-2- N/A N/A N/A N/A N/A N/A N/A N/A S 1/4' 6 1/4• p 1/4' 6 1/4' a. 9. 10 (TOP) 43A -45.0LNIA 4' N/A N/A N/A N/A N/A N/A 1• 6' 6 1/4• 6 1/4' a (BOTTOM) OR ��4' N/A N/A N/A N/A N/A 6• 6• a 1/4• 6 1/4- 9 (BOTf-) 12 -4. OR LEES N/A N/A N/A N/A N/A N/A N/A S I/4' 6 1/4' 6 1/4• 6 1/4` 10 (B07TOY) DALE RICHE 10. 1t AND is FaANCHORS /YK L SPACSO FOR NPALLATIONE INTO HOOD F6WK BLeOrO. MWAIAW MICRON VACA06 AND 1001U11 WK o6TACE AN NOCIl7ED ON INS SS1[OIAa. TOR Ell. L� THAN ,WOGIto ON somm E NEOICE ANCHOR SPW94 BY wAIIPUNO VIACOM SHOWN ON SCFEOULE Of THE FOLLOWS FACTOR{, FOR THIR W MTON TO K POLINU, REMEm OWNS ow" m 16NO •ACTH SHALL NOT K LUIS TNMI MOM SPACING II UTm MR EACH ANCHOR TVK AT ANCH01% LFOD10. I/411 T/•`4 I/r. 1/rW tpt ,/4'W 7T19 IAPOON a BHP-61P 01WN SSLO-RT M Now ON" 9A4 3 a 1 I ..�°mlp OKMw OL) 1 3 SON, 6a on F A0 T 6 R . N - FLORIDA BUILDING CODE INSTALLATION DETAILS FOR REGULAR PANELS (b & INTO EXISTING WOOD STRUCTURES ( r . T{'I7E IL-10 PAIIOAIAi PLUS I -, /Ih IO PAIELINTE PLUS ,III /14-10 RWEIANTE PILE ..._.� 6 1 4' DPCN[TN/110N fi ." y71 .�4' ER61N10 HOOD HEADER I f EXISTING WOOD REALtR REW11R - � ` DuTm s00D NE". ,1 I ,I r , ✓ -Alwl;we COOK 'AVID 0 I I, l .. PPlM ow 0 � ', I ' am 51YWOOD 0 0 6 I/P ne f ,n' of % 2. i ,/.• 1a4 Mn. REQUIkE[ApER 1, 1 ) G Iff SOEAAE ON I SEE soww ON 10 fCMWF CAI M,m 6 scu a I. !eR s FOR rw. I FOR W.to >BMM110M fj /OM Mk sOYMION - TO slow. ro LILAffi. n 10 M.m ,Aal. P1V1fl 1[NO1H - _. P• Max PAWL LENGTH ) ' YM1I ww n0a LEIO,1, WT ~ � y ;_. � (SEE NOTr 1) v.4-xn• LL � I HUE Mort 1) ,011' [F (SEE NOTE 1) ,/•'P701t,• fs ' 0 6 EKIN 00.olAP � � 1 50B MAT MAY ..� YAM 1L3O7NT atlN m 9l ' CD _: -� .,.. I � 2 1K 0... EO _ 17�.'!E• D,c ( ( O ' '•. I - .. _ 1. 1 _L ' ! ...) 114'A RAG Scam 25.4' WOOO.PtATE i' YM' WM0Go PIA- 2'.r Wo00 T-All: REdw[9 . � /14-10 IANFll4Art q.lt6 REWIRED. REQUIRED 1 I, PEN[i10♦°A7 _.7 6 1 4. O.0 n , US i M0R0M OF PLATE - -- MID WON OF PLATE ►DIETaA IT • I I, I/4•0 ua s(avws • O.C. s1Aocm W/ ". O c.._ AT IADRmM OF PLATE .. 10KF JJa., 1 gcaE /6.V SOME 7/MI .Bus: 1. INSTALLATIONS FOR AL.TERNA7r4S 6W, OW t TOW ONLY VALID FOR BUILDINGS WITH A.S.D - DFSCN LOADS UP TO +43.8. -46.0 P•e,f. AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. wror FOR CmIB51A710N Of TOP t BOTTOM MOUNTRICS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. N N N y N U � OL L co O C a cu -0 n- .cm -6-0 c 0 � .Q O Q_ � O LL cu cn !� .I-- I- cV -0 cn < o o - N � . N c o �o m a-c C ►. 4 CV r. N cn O EO Q N Y 3 oA w > t= •2 m = 3 m ee w ci DA C, w INSTALLATION DETAILS ,/./4� u�aSO6s6 • r o.n wl FOR OPTION 9 1 FOR LIFE INTO EXISTING WOOD STRUCTURES SAFETY STORM PANEL SYSTEM 1, l I Eat empolul CD C- L__ I 0D1 M#MmmoV a/ R[OUIED I /'R `V i 11 I � STG6 "f '°` IIGMIw7} yqE' p�'W O 1 ALTERNATIVE 1 ALTERNATIVE 2 ' wL , w' , 4•«r Nlppc i cn Q am sw 1. r"'m . ! -. mI U ED li 101 to WOW NAIL O 1 _ - 1 I I,i t i { WmuMn' , <. oD An cu ,/�■L ALTERNATIVE 3 ALTERNATIVE 4 U 9WW� r.+• rt 1' ,�r. u9 1aRera . r ac W/ , Wp' ■ - CN 1' 114 LONE was L OAO W/ '/4-04r It IAA • r LM IV ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS cu 10 OP /4N-20 A4ELMIrt t ANGUA T[ PAS 0 r 04 r , ,p' W. TIWNAMO KWEI'MION O !> eet0 sONS wr - r WALL MOUNTING INSTALLATION ALTERNATIVE FUR[ 1 W WOE . SWITER 111110I0. NOT SHM MR CARAT p. T1Lu T"� W ey'�GEN owe we 11 S NO. FLORIDA BUILDING CODE (Nigh Velec"y NYrrlcant Zone mm B 1F : Sl I .te,D OLIDa INC.2G GAGE GALVANIZED STEEL STORY PAIR[ °Wow W. Z TalNS 1. f6AT1OARE ONLY WAS MM BULEI+6t WITH ISO. DEVCN LOWS IA "U.S. -n.n w AM Pans LEIOIH r m A'-W.GLOBAL WOOD WOMEN ro K 1OU"OM TO � A�•E' 1 LIE C O INC. IP/3kun PROTECTKIN LAC. QwE. A60D LW n sIR1a Z 2. MR ALW WOoo FINK MNTRUC11ON. WILE w. 2. W/ fPBGIC Ct STY or OS6 M 0XIA1. 'Oy�FSSI' �- '' . �AA/AIII /IMI+ML •• MOt ANr rxw° lnR'm ,Y .'A IOWo AMC • �1PRODUCTS, PHIOIC OM>•w-PIO. rAK: (M4MRs•47W7 20- WAS" w rL S[AL/SIOLhTURLIDArt CMOow716 WaTOI A TO,R i.. PL w W 11•' - ww 9M0 is or a I..L SHEET NO. SH 1.1 .` ....ANCHORS (SEE SECTIONS ON SNEETS 17, te. 19 a 20)-__. U MAX. SA/17, aA/17. 31\/la 3•//7. 40/17. '"At J' WAX! , t MIN. �EMw ra 7Awln a aAw/Y• �vR/Ef 7RW/,9 a ww/2o 1 wln.- b I O O O O O b PAW l H.. �' µ. _ {RE !HEIR WWI PURL t1 '� I _ 1 ..•Iff`�.ti 'Ra/.7x• ai w _ ,. -. ; _ is l ��Te� 1 i,plll/r.w PA-•y I�. d -.+.. -�•(WE 9CNEDii..•I jI` r , H IECimtM a UIC awA+" 1 H lC/ eyn,AA/t7,etV-aaAP' rswROlnrrRw RRe, " �7. W17.5r/la �� J• 1 t IAW/tt, TAW/,f t MW/M MW/1a 7N1'/I• a sm/20 �'. t• WIN.t• MIN. ..ANCHORS (SEE SECTIONS ON SHEETS 17. 18. /B a 20)� - OPTION_&2 FOR LiFE SAFETY STORM PANEL(I ELE_ VATT1 N SCALE !/le•-t' Ile wK Hw LMNOALf/PE470,' WAN � T LPe fwEn SECTION A -A WAE IR AM MAXIMUM A.S.D. DESIGN PRESSURE RATING AND !!; tZ, CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 3L'uCEN' No, 44167 = # 1r C'1r t FLORIDA BUILDING CODE NI N Velocilly NurrlGore TAW1 LLC. ,2W0 A1ECG. WC. �M'•• �[ORIO*.: ; TO CAGE GALVANIZED STEEL STORM PANELVP PROTECTION PRODUCTS, a,/ME., ITL�E C O INC. � / T WHN iL utnw m,, wN // w ,oA ,•aaI aaRlr K WM nmlR, I11w)RRE-Ts.f, FAx; (w1EN-R,n 20-17@ 0A." ft 0WV M-Im 'bA•Gb0e11a IA- ,A PL AIL/WONf1EK/bIR[ MLR" A ALL" A'.. PC „• fl•li fa M' m MAXIMUM A.S.D. MOK. PANEL. HEWER LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (Tt) TO GLASS CONUfTION RATING (p.f.f.) (SEE SECTIONS) +55.0, -72.D 8'-B" 2 3/4` UNBOLTED I t l4 Riau° I �. /rAYINxRI • r o.c T'ENE7RHRKRH AT WOOD q, } INSTALLATION DETALS FOR OPDON_§2 FOR L!FE SAFETY STORM -PANEL SYSTEM INTO EXISTING„ yy00D STRUCTURES 9 L HEADER WOOD NEAOi11 a', TAPca • r o.c 1 a'r tAPCON • r ac. /1 1 • IRtI TIeW/HDEO / 1 1 Y TAN. TIe1FADC0 tIHREMEO I IkMiM71a/ N YAOOG �/ �! P,WN AT w000 IfiIOCR 1 16•AOTA e s' O.C. ,1U6110CD • wOw wx PLATE 20149" IL LIFE SAEM PAW WXRNKTWE SCALE il1/x ) t/a• y H/z , IN• ,/Y } 1 c 1 v' ) I a^ , I -.,.. Mw ', , kaA•..... ' ,. ', 4R_ _... '' ,Mar._...... I ; HWI d r i I. 1 1 EtuS,xlc ) To � O,jq,Rry fr ftPlRMlb" 1` M.a atlas" ro aAn i � i' MIY, GIABS - t/6f 9bIEPHA[ Z' 4,a PANEL IZl1OIH1 � aril Pe�liT p I •l' Mo.. PANEL 1.E11GTN ON llaE, Ie) 1 ' 9Ei rlbiE 1 BELOW) MR 1 aF1 PANEL LENGTH 11,1 eLP111HIIbM PAt10. ItHHCTN 11R Y/IINIAN I ,j Ue71nG roallse ,. I � ...:.. •y, ...;�'.. IIn NOTE 1 EIiLOHh CtHUf roaAm_�r..-'.:, (SEE NotE 1 •SLOW) ws OIE tr+aKAc -"TEa fbrDMr -- ... •r-_.. _ i a rNai lot� - I/,'h2Q,,' I .... , a Meet ,q � Ipr-2a1• S,S M.S. W� NN I .,1 , r H ' 1 /a'r TA1Nb11 ♦ I ' I I I MIN. ,NII'FA(Np LPENETRATION AI ` � 'MIDWiOTN OF r (� PLAR� I � I 0 DO .. -.., ,,.. 'II ..-....__ _ t •, - 'Y-201JJ 1'S.i. 4S, W/ .. -_.: CON. I/. 7/8Y•3/]Y wMG MHT r 7/B'a3/J2 RN.G NUr YnwO NUT >/1'a s !/!Y' wVA SHIM'I ,kASNER a 12 ,/Y' O,C 'i wAMIW (aEYDNO) ' I 'I, � ' I It, � iEAf/H8n • u ,/x' ac IArt wAtTWp (BEYOND) • c_ � !d , ,•r TAPCON • r ac. i va TIPCW •roc tlwcotl • • a \ jj Ii�x• WIN.NRUerb 1}A� ' • -... ._...._...�1*/N�RtA)oED .1... ail i,IKAOEO Of PLATE__�._•. .. . i � ` ! � )' • RO00 PLATE jyN• �Maw YIDWIbT__ P�71GTKlN A, m1MOW10N N OF PLATE AT WDWION RCOWIWD I, . OF '' I RATE _..... ... Putt _w000 Pun u TE_RNA'f!� 7AM[ A KCLB �e pANFL 3/3•.1 WALE 3/3--1' SCALE 3/e1-1• pp,u T.IwIp JCENS�c';% I. INSTALLATIONS ARE ONLY VALC FOR BUTUNIM WITH A.S.O. DESIGN LOWS w 10 W. -7Y.0 w AM PANEL'S LENGTH, w to w-r NG• 4 1 W aWOo II ARM 2. FOR NEW wow nowt coMmeiCnaw wow vemsettS 10 01 SOYNLRN - PIA NO 2. 11/ SPECIFIC DEkSM OF 0.ae OR EQUAL Ow ) HEMMER h COMPONENTS FOR SERIES 2000 & 1000 E`Z HANG STORM PANELS I� (SCALE 1/2- 1 �_ ....__ _.... __. t$1fe' (TorA1 WIDTH) .. .... _ • sbo• ) '--- 2.ro •._-_.__-2.591"-•- .. 12500'([71ECITVEwmr � f 2su rr o.aTR• wRH. THICK HwMW `�"• s,SOD• a.goG. bALLarAxtD eTc2L a.Qoo •;, _ tYP. Aarw A_I1f3 CwC Ja17s za.4' i �' r,E1LwEo Nw81M DETAILa.I + GRAVE oG MI i00F � aeo DAY, � _... ,__. STOREzw xeo' ,_--2.470" ® REVERSED TRACK © REVERSfQ„•'U" TRACK PAMELY END UP_✓R uIx : f, H TSO•,� P ISOMETRIC VIEW DETAIL A 2 000• 2.000• ROUNDED CORNER a ENDS OF PANEL'S I t23--L END UP W/ HFAWID EDGE. 0 wd TRACK©2'WiYQY.) ALUM. ANGLE i 1 4 '8081-T8 Mum, MlAY 115• � 7t,D• � Des" (T».) vCEN,�;'•f`� __I �_ �• No. 44167 •; FLORIDA BUILDING CODE (Nigh ValobN Murrtobm Zom t l -- .-..790•--- - ACE OF PW)EO A,Ea Nc +jl ':• .•Q _ 20 CAGE GALVANIZED STEEL STORYI PANEL , y,R, PROTECTION PRODUCTS, LLG. °'""�° GLOBAL 3wlt3W (JlaxJ ALUM. ANGLE STOP BAR Nat I�E C O ENr ,ePR .,W. fY l ET um,tl' LONG ••I�•'H'N Nntwut % ♦ IIwS n. now,a],. TO-178 • R r i wRmq w W now,Ue•'111e-7fle, FAHt (m,I1fe-0iT 808J--TS Mum. ALLOY MrR RN w r ter• r _ a - r oMwle NF 1 <• ,APC01H NKKx16 I'.• D.C. INSTALLATION DETAILS FOR OPTION _#Z. FOR LIFE SAFETY STORM PANEL SYSTEM INTO 0 EXI,,PtjIMQ eQURED CONCRETE OR CONCRETE BLOCK STRUCTURES t/�• TAE'CON ANCHORS , ': TAPCON AMC _._.., 1.`.' TAPCON AYG,ONS POURED RETLOR CONCRETE . ;:In POtA1E0 COMCACTC POIIgED CANCR[TE '''i•+ •LOCK ACQUIRED 1r oar ( er . J/Jx• RING NUT _SACK a Si 1/Y O,C I/••ME TAPCAN ANCHORS -.... ii +H 1/Y• O.C. (.' EAEO W/ STLHD) .POURED oowcRER CONCRETE OR CONd1EA BLOCK WALL REEAOE�U�M� D�� 1' , .�'1/�0., WAil YOUNTI A.AOL N ltf ! NE SCALE J/e" E.d • I Yw 11r1YHYwN „ � I"il � NY ! 1 M aa�•w/ ,/fa . .. f 1 i I e• E.IO.a- Y ; !nr wPNo NUI TIASHDI (BEYOND) T A' TAPCON ANCHORS (arAcatAro w/ $nu) - eROcaNCWEnnaxr WALL RyyEO��Ug��CaAEDE�f�fyy�r��/EEf ��'��yyyyy��•�**�*��.��1�� 1�� .��*�1�.K,,.aI, YCir-S7 WaLa�.i10YY0AAf(la O L E�EIR�CP�NEt� SCALE 3/e'-1• OMM AINFI■ Tog '"'' fcE ,R•IT le ! fb F'OR MHCMIA trK r �,,... sPAaNc FOR INSTALLATIONS INIG Robb J Rlwi 6IEIWe. IR,. .Ina •Aboe Pd Y/BAN AMtlgIT fPACRHbf ANb Wp,11Y OrwY OAT` ! EOOC pglAwx ARE IMIOA1kD GN 7/As •arrRAAla _ fbleNRd RM Ea 44Si THAN YR;KATCO ON M0.MP1 OAn1111 eMrH P.1 7 RCMlDIAL REDUCE AIK,IQR 81YIf,RNG IH YIA.i1PI.TfN fRHCrIC 81WRw bN 901RDIA.E IGLK [r. «i 1eTaoR O< M fOLLA1IeHb IACWRN. Tlxl 11A5 OPTJIw1011 IO K ►OEafER IWdHOE4 9rACeKb tt•MNN@ IM•Ie tAC1W1 Mau MT P,� BE U.55 THAN 1MNAEW SPACeW WDRiKrt.G - J. m... .. OR ODMCltrTE MR EACH ANCHOR iMC ON TNW WtEbIAE J, Of% 11EOIMRED ' �-{! BLOCK NEgIMED MqT, WASHER TAPCOPOURED OR N Co• � I 1 � ED • I cif r�,q It 1 CRPlnIlQ,-J Ex19To ' � �, I ! , I I ! 1 1 1 1 Z I yy rt� 3 jyy i Ka • r ' t�j{ 1 E.D.• /: .E.1�• � 1' i r.!/3�[ YANG NUT %fisJ �� MAxO /2• ',:: • iZ 10rT OZ..5, M.S. W )rT .� 1..._.__... _.1 t C- 1..... WAMVpI NUT ' f7 �'✓ (BEYOND) I _I ♦ TAPODN ANCHORS _.._. � • 1/Y• O.C. " _- ' • • t/Y• O.0 _.CONOCRE�HC iDONCICTCBLAdH WALL REQUIRED REQUIRED _ SHALL !/a•-,' sFALE !/•••,` INSTALLATION MIA, MUNAM" to 0.063 (SEE0114 NOTE DETAILS FOR OPTION #2 FOR U,EE $,gF,FjY STORM PAtHlE1, .SYSTEM INTO EXISTING WOOD STRUCTURES +1i4 I •' _ ` � 1 __,p^e rAPcoN a a' o.c. - _ I a•r TAPCON o e• D.C. "�,/1• EIIN. 1NIIFAOED P17NlTRATIDN AT WOOD PCM141RIATION Al HOOD HEADER '�' M[AODI / MOW HEADER W REIO�NTApEq / i i PEWWEO ��... I W0. 4 L t j - i I E%1$IRTG Okmom? l I t I Ira f,1YA1MeN ' ' �' m NAaf 1' Mr,. ' ' PANR LENGTH I 1' Moa PANEL LENGTH a sew u) sa NOTE I •[Low) , BELOW) E,R,,RRKKyGGGGG�'� H 61A55't I SS. M.S. WY ...._ .. II 7 eti J/32• , I I E0. 1 Y,r- IlrooD rNrn 3/32' We,o Rut 2'Aa" wow P)/THero . !/lx• WING NUT REQtANEO WASHER e a 1/4• O.C. REQUIREDRED WASHER • (BEYOND) I' 't II wni0I4-10 PANFLWIE Pl./VoWALL WOLIONQ s /}.-10 PANEIMAIE 1/tNliuniv PW ON LB+INE ,I/THIS w , �° w AT IwbwOTH M PLATE AT NtDNAOTN OF PUif WeuenQn p�N t brela�ztNG_SCALE 3/10--l- I1 ' Tax scuE 3ro•-1 FLORIDA BUILDING CODE Mi N Y•Ioelt Nurrlcern Tom Nnffs x ' • No 44167 I. IN57AILA1gN3 ARE ONLY VALID FOR BUILDINGS WITH ASD. OCE16N 60AD9 � HNNfO nItSA, WG, TO CAGE GALYANIZEO STEEL STORM PANEL �" 1e.� OF ,0 ♦S5.9a -720 PIP AND PANCL•S LENGTH UP TO e'-e- � * :. ,,�[ -��" "• '"'J' I.R.AaP e7M/Ere• ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4'O_•, SATE I� IN•, ��• P'ROTECTION PRODUCTS. LLC. 2- FOR NEW wgOD ERAq,p aNE No. 2, wA sPEcHnH DENSITY aF ass OR EDeIAL. 4�'9YC�.'•.•, ORtO ,. ebb sw, a,f,Hssl' • AwIE ti wu TO-178 PIpNE: CRe,)•e•-Te,0. Na, (es+)ra-mT IIIHM .. fTAL/NewmtrE/bert tA-DIIw710 Y. r. IMAIAww r. aYA1ER A TALP A'. ►.E 11@T N p m NJIV HANDLE Klein or , FROM PAWLAT ANY LTION S Ifir Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L• N ---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI' 1• HAIL a Ir/QT Yef TOR wow scwH>----,-,. 'SO' /ECIKwf ON swu m r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH ��IrtVAFD 1D K ��s�� N75OE OF STRUC711RC. WALL stcTl°" A� fowl 3/7b' • I NOfFS� (H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL < Cont. TRACKS TOP a BOTTOM. (2) VIM, SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR (y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS. (3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO CxtER,OR itAT FIMNOES OF END PANES. (K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of (S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....-- A10 EXISTING S OF ONE MITERIOR PANEL ON COW SUCH L INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr) �• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa, - '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP. IM a HST (E�0HNuuM1JT , ' (((i�fiuoie t tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW � aWNiRAfiS / �� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•) MAY ITC laurm'" Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J KII[TROR PANELS'.; a/. P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W RUR HANDLE 10fAaLRATC E/9TAl1Af� IFRFIENDrD 10 BE ALLflI nNIM _ TN90C QF 4rRUC1URE fOYY - , 1/.' w. aAP ,I,• No, GAP -�-- SECTION ®-B `� Xr a o weLlOijTHOM eoP� aoac RISC• - I• (,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL . �7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW BOTTOM w/ PANELWtES. (2).. [NO PANELS 91MW. WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34• D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS (3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR @J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS- (.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE //a(l�,R�,EC1LY MAY �EDpppSED JOINTLY 01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf. THEIR OVERLAPS RETAINED N �. A�olaoaLD�� R 1KWIt1FD 1 114-50•0 PANEVNtE PLUS W/ . ]/32' wlra NUT wHER i ea 1/•'O.0 E eL"�oDHt RF7OLRKED tAR PrNEALLAM 9cALe J/a•-t" t Mr BE 1/•11 faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try 1O�IAi RIDIRf ANGIbR MA'H111E M IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It Of /1t nA.tDwle IA17tgpf. MR NI• OPOYBpN 1D WE PDmME REOIICab 111YICIIO 0•TAeiD UMKI F,LTDA fHVL - f[ LBS THAN MIbMW !PROMO IN14TC0 rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m WAREQUIRED G rouIIED CONCRETE . , �. aouweo� 1 ` I E.D • , I � I JJ ff 1 I ERHSHIIIF,j ' G1A44 I d L I RUI • j r z• , 1 ' I E.Q. i f ' . I EY PANnYAtt PLUS e/ -.. 3/3Y NIR wR9HER EacKeL lIGhLL..YQUJ�.D�SALJ.s71l�a1 MN11tNIFN� • ur9CNE !/r-1".PANEL i rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY 1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE. DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E ) DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26. M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16 SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70 TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN DETERMINED IN ACCORDANCE WIN N.0,5. 2013. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201. tA4-202 AND TAS-203 7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED FROM THY INSIDE OF 5TRUCTUAE. !. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE PERFORMED FROM THC RISPJE Of STRUCTURE. 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE, S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED) e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF. 7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED). 0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN 300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r 9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI 10. ANCHORS TO WALL SHALL BE A5 FOLLOWS: (A) xr•xKTWC. Pf1IHRFD-CM`„4TL /49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1) - 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W. /,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS. Ut-sxlo prJy At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn FEMwE a a PANEtxntE PUJS, A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO ANY flMeH MATERIAL SMALL BE PERMITTED t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l• RJ10 ANCHORS. AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1. BE A5 IILNIINED M A,) AND IN 42). (B) 10...El0ynitr. c J�«,.•BALL - ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC.. - t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L) - eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION PRODUCES (t'Hn-7071 p.a.T) 9 OMR MA, TO N .1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE BLOCK SHAM BE 1 t/.' 0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE. NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED, i ,' / h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10 ENGAGE J/a` Mr0 ANCHORS. 113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2). (C) ATICIIOT6 SHALL BE INSTALCONTACT LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AIANLa'ACtIIRCp. it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK OR WOOD FRANC BUILDINGS, 17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS LENGTH WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70. 14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N. tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D (0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO, (r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt. f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW (.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ✓1 He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO. LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL 1 •.� , t 1 1 � L I 1 1 1 r: L• L .. KwMIA A is ILK: inai �•!l R H.•r->•-0. YU " • b,OAN J i a,AeROrawlER .- �RR6»OW WALL MOubmda INST. fOet 3ray+0•�.�,i tiCi 1d p 4 8 SCALD 1' duuWL e�uT°Y`aYs CLAMLF! 1 ' 1 I ;LIWu`1Hh � a I YFr'xi'AAM+I�nll � I N. ,f•' i TG auSa 1 I H 1 I I 1 1 jjpy i EM AIIaAW ?' ;1 S Iwe wr aBQ �T7r ROR,• 1�jE1410 l:].QOR TO riOJNG NOUN G INST. guJLp-Qij[ MOUNTING INST. !GALE 3 a-ASECTION1• ` sexE J/e--4 � C � Q O � .O O a � O LL � O •cn � E O O ,Z z M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 AINFI■ Tog '"'' fcE ,R•IT le ! fb F'OR MHCMIA trK r �,,... sPAaNc FOR INSTALLATIONS INIG Robb J Rlwi 6IEIWe. IR,. .Ina •Aboe Pd Y/BAN AMtlgIT fPACRHbf ANb Wp,11Y OrwY OAT` ! EOOC pglAwx ARE IMIOA1kD GN 7/As •arrRAAla _ fbleNRd RM Ea 44Si THAN YR;KATCO ON M0.MP1 OAn1111 eMrH P.1 7 RCMlDIAL REDUCE AIK,IQR 81YIf,RNG IH YIA.i1PI.TfN fRHCrIC 81WRw bN 901RDIA.E IGLK [r. «i 1eTaoR O< M fOLLA1IeHb IACWRN. Tlxl 11A5 OPTJIw1011 IO K ►OEafER IWdHOE4 9rACeKb tt•MNN@ IM•Ie tAC1W1 Mau MT P,� BE U.55 THAN 1MNAEW SPACeW WDRiKrt.G - J. m... .. OR ODMCltrTE MR EACH ANCHOR iMC ON TNW WtEbIAE J, Of% 11EOIMRED ' �-{! BLOCK NEgIMED MqT, WASHER TAPCOPOURED OR N Co• � I 1 � ED • I cif r�,q It 1 CRPlnIlQ,-J Ex19To ' � �, I ! , I I ! 1 1 1 1 Z I yy rt� 3 jyy i Ka • r ' t�j{ 1 E.D.• /: .E.1�• � 1' i r.!/3�[ YANG NUT %fisJ �� MAxO /2• ',:: • iZ 10rT OZ..5, M.S. W )rT .� 1..._.__... _.1 t C- 1..... WAMVpI NUT ' f7 �'✓ (BEYOND) I _I ♦ TAPODN ANCHORS _.._. � • 1/Y• O.C. " _- ' • • t/Y• O.0 _.CONOCRE�HC iDONCICTCBLAdH WALL REQUIRED REQUIRED _ SHALL !/a•-,' sFALE !/•••,` INSTALLATION MIA, MUNAM" to 0.063 (SEE0114 NOTE DETAILS FOR OPTION #2 FOR U,EE $,gF,FjY STORM PAtHlE1, .SYSTEM INTO EXISTING WOOD STRUCTURES +1i4 I •' _ ` � 1 __,p^e rAPcoN a a' o.c. - _ I a•r TAPCON o e• D.C. "�,/1• EIIN. 1NIIFAOED P17NlTRATIDN AT WOOD PCM141RIATION Al HOOD HEADER '�' M[AODI / MOW HEADER W REIO�NTApEq / i i PEWWEO ��... I W0. 4 L t j - i I E%1$IRTG Okmom? l I t I Ira f,1YA1MeN ' ' �' m NAaf 1' Mr,. ' ' PANR LENGTH I 1' Moa PANEL LENGTH a sew u) sa NOTE I •[Low) , BELOW) E,R,,RRKKyGGGGG�'� H 61A55't I SS. M.S. WY ...._ .. II 7 eti J/32• , I I E0. 1 Y,r- IlrooD rNrn 3/32' We,o Rut 2'Aa" wow P)/THero . !/lx• WING NUT REQtANEO WASHER e a 1/4• O.C. REQUIREDRED WASHER • (BEYOND) I' 't II wni0I4-10 PANFLWIE Pl./VoWALL WOLIONQ s /}.-10 PANEIMAIE 1/tNliuniv PW ON LB+INE ,I/THIS w , �° w AT IwbwOTH M PLATE AT NtDNAOTN OF PUif WeuenQn p�N t brela�ztNG_SCALE 3/10--l- I1 ' Tax scuE 3ro•-1 FLORIDA BUILDING CODE Mi N Y•Ioelt Nurrlcern Tom Nnffs x ' • No 44167 I. IN57AILA1gN3 ARE ONLY VALID FOR BUILDINGS WITH ASD. OCE16N 60AD9 � HNNfO nItSA, WG, TO CAGE GALYANIZEO STEEL STORM PANEL �" 1e.� OF ,0 ♦S5.9a -720 PIP AND PANCL•S LENGTH UP TO e'-e- � * :. ,,�[ -��" "• '"'J' I.R.AaP e7M/Ere• ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4'O_•, SATE I� IN•, ��• P'ROTECTION PRODUCTS. LLC. 2- FOR NEW wgOD ERAq,p aNE No. 2, wA sPEcHnH DENSITY aF ass OR EDeIAL. 4�'9YC�.'•.•, ORtO ,. ebb sw, a,f,Hssl' • AwIE ti wu TO-178 PIpNE: CRe,)•e•-Te,0. Na, (es+)ra-mT IIIHM .. fTAL/NewmtrE/bert tA-DIIw710 Y. r. IMAIAww r. aYA1ER A TALP A'. ►.E 11@T N p m NJIV HANDLE Klein or , FROM PAWLAT ANY LTION S Ifir Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L• N ---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI' 1• HAIL a Ir/QT Yef TOR wow scwH>----,-,. 'SO' /ECIKwf ON swu m r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH ��IrtVAFD 1D K ��s�� N75OE OF STRUC711RC. WALL stcTl°" A� fowl 3/7b' • I NOfFS� (H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL < Cont. TRACKS TOP a BOTTOM. (2) VIM, SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR (y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS. (3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO CxtER,OR itAT FIMNOES OF END PANES. (K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of (S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....-- A10 EXISTING S OF ONE MITERIOR PANEL ON COW SUCH L INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr) �• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa, - '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP. IM a HST (E�0HNuuM1JT , ' (((i�fiuoie t tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW � aWNiRAfiS / �� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•) MAY ITC laurm'" Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J KII[TROR PANELS'.; a/. P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W RUR HANDLE 10fAaLRATC E/9TAl1Af� IFRFIENDrD 10 BE ALLflI nNIM _ TN90C QF 4rRUC1URE fOYY - , 1/.' w. aAP ,I,• No, GAP -�-- SECTION ®-B `� Xr a o weLlOijTHOM eoP� aoac RISC• - I• (,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL . �7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW BOTTOM w/ PANELWtES. (2).. [NO PANELS 91MW. WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34• D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS (3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR @J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS- (.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE //a(l�,R�,EC1LY MAY �EDpppSED JOINTLY 01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf. THEIR OVERLAPS RETAINED N �. A�olaoaLD�� R 1KWIt1FD 1 114-50•0 PANEVNtE PLUS W/ . ]/32' wlra NUT wHER i ea 1/•'O.0 E eL"�oDHt RF7OLRKED tAR PrNEALLAM 9cALe J/a•-t" t Mr BE 1/•11 faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try 1O�IAi RIDIRf ANGIbR MA'H111E M IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It Of /1t nA.tDwle IA17tgpf. MR NI• OPOYBpN 1D WE PDmME REOIICab 111YICIIO 0•TAeiD UMKI F,LTDA fHVL - f[ LBS THAN MIbMW !PROMO IN14TC0 rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m WAREQUIRED G rouIIED CONCRETE . , �. aouweo� 1 ` I E.D • , I � I JJ ff 1 I ERHSHIIIF,j ' G1A44 I d L I RUI • j r z• , 1 ' I E.Q. i f ' . I EY PANnYAtt PLUS e/ -.. 3/3Y NIR wR9HER EacKeL lIGhLL..YQUJ�.D�SALJ.s71l�a1 MN11tNIFN� • ur9CNE !/r-1".PANEL i rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY 1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE. DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E ) DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26. M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16 SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70 TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN DETERMINED IN ACCORDANCE WIN N.0,5. 2013. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201. tA4-202 AND TAS-203 7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED FROM THY INSIDE OF 5TRUCTUAE. !. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE PERFORMED FROM THC RISPJE Of STRUCTURE. 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE, S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED) e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF. 7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED). 0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN 300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r 9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI 10. ANCHORS TO WALL SHALL BE A5 FOLLOWS: (A) xr•xKTWC. Pf1IHRFD-CM`„4TL /49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1) - 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W. /,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS. Ut-sxlo prJy At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn FEMwE a a PANEtxntE PUJS, A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO ANY flMeH MATERIAL SMALL BE PERMITTED t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l• RJ10 ANCHORS. AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1. BE A5 IILNIINED M A,) AND IN 42). (B) 10...El0ynitr. c J�«,.•BALL - ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC.. - t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L) - eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION PRODUCES (t'Hn-7071 p.a.T) 9 OMR MA, TO N .1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE BLOCK SHAM BE 1 t/.' 0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE. NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED, i ,' / h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10 ENGAGE J/a` Mr0 ANCHORS. 113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2). (C) ATICIIOT6 SHALL BE INSTALCONTACT LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AIANLa'ACtIIRCp. it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK OR WOOD FRANC BUILDINGS, 17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS LENGTH WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70. 14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N. tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D (0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO, (r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt. f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW (.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ✓1 He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO. LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL 1 •.� , t 1 1 � L I 1 1 1 r: L• L .. KwMIA A is ILK: inai �•!l R H.•r->•-0. YU " • b,OAN J i a,AeROrawlER .- �RR6»OW WALL MOubmda INST. fOet 3ray+0•�.�,i tiCi 1d p 4 8 SCALD 1' duuWL e�uT°Y`aYs CLAMLF! 1 ' 1 I ;LIWu`1Hh � a I YFr'xi'AAM+I�nll � I N. ,f•' i TG auSa 1 I H 1 I I 1 1 jjpy i EM AIIaAW ?' ;1 S Iwe wr aBQ �T7r ROR,• 1�jE1410 l:].QOR TO riOJNG NOUN G INST. guJLp-Qij[ MOUNTING INST. !GALE 3 a-ASECTION1• ` sexE J/e--4 � C � Q O � .O O a � O LL � O •cn � E O O ,Z z M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 Of% 11EOIMRED ' �-{! BLOCK NEgIMED MqT, WASHER TAPCOPOURED OR N Co• � I 1 � ED • I cif r�,q It 1 CRPlnIlQ,-J Ex19To ' � �, I ! , I I ! 1 1 1 1 Z I yy rt� 3 jyy i Ka • r ' t�j{ 1 E.D.• /: .E.1�• � 1' i r.!/3�[ YANG NUT %fisJ �� MAxO /2• ',:: • iZ 10rT OZ..5, M.S. W )rT .� 1..._.__... _.1 t C- 1..... WAMVpI NUT ' f7 �'✓ (BEYOND) I _I ♦ TAPODN ANCHORS _.._. � • 1/Y• O.C. " _- ' • • t/Y• O.0 _.CONOCRE�HC iDONCICTCBLAdH WALL REQUIRED REQUIRED _ SHALL !/a•-,' sFALE !/•••,` INSTALLATION MIA, MUNAM" to 0.063 (SEE0114 NOTE DETAILS FOR OPTION #2 FOR U,EE $,gF,FjY STORM PAtHlE1, .SYSTEM INTO EXISTING WOOD STRUCTURES +1i4 I •' _ ` � 1 __,p^e rAPcoN a a' o.c. - _ I a•r TAPCON o e• D.C. "�,/1• EIIN. 1NIIFAOED P17NlTRATIDN AT WOOD PCM141RIATION Al HOOD HEADER '�' M[AODI / MOW HEADER W REIO�NTApEq / i i PEWWEO ��... I W0. 4 L t j - i I E%1$IRTG Okmom? l I t I Ira f,1YA1MeN ' ' �' m NAaf 1' Mr,. ' ' PANR LENGTH I 1' Moa PANEL LENGTH a sew u) sa NOTE I •[Low) , BELOW) E,R,,RRKKyGGGGG�'� H 61A55't I SS. M.S. WY ...._ .. II 7 eti J/32• , I I E0. 1 Y,r- IlrooD rNrn 3/32' We,o Rut 2'Aa" wow P)/THero . !/lx• WING NUT REQtANEO WASHER e a 1/4• O.C. REQUIREDRED WASHER • (BEYOND) I' 't II wni0I4-10 PANFLWIE Pl./VoWALL WOLIONQ s /}.-10 PANEIMAIE 1/tNliuniv PW ON LB+INE ,I/THIS w , �° w AT IwbwOTH M PLATE AT NtDNAOTN OF PUif WeuenQn p�N t brela�ztNG_SCALE 3/10--l- I1 ' Tax scuE 3ro•-1 FLORIDA BUILDING CODE Mi N Y•Ioelt Nurrlcern Tom Nnffs x ' • No 44167 I. IN57AILA1gN3 ARE ONLY VALID FOR BUILDINGS WITH ASD. OCE16N 60AD9 � HNNfO nItSA, WG, TO CAGE GALYANIZEO STEEL STORM PANEL �" 1e.� OF ,0 ♦S5.9a -720 PIP AND PANCL•S LENGTH UP TO e'-e- � * :. ,,�[ -��" "• '"'J' I.R.AaP e7M/Ere• ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4'O_•, SATE I� IN•, ��• P'ROTECTION PRODUCTS. LLC. 2- FOR NEW wgOD ERAq,p aNE No. 2, wA sPEcHnH DENSITY aF ass OR EDeIAL. 4�'9YC�.'•.•, ORtO ,. ebb sw, a,f,Hssl' • AwIE ti wu TO-178 PIpNE: CRe,)•e•-Te,0. Na, (es+)ra-mT IIIHM .. fTAL/NewmtrE/bert tA-DIIw710 Y. r. IMAIAww r. aYA1ER A TALP A'. ►.E 11@T N p m NJIV HANDLE Klein or , FROM PAWLAT ANY LTION S Ifir Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L• N ---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI' 1• HAIL a Ir/QT Yef TOR wow scwH>----,-,. 'SO' /ECIKwf ON swu m r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH ��IrtVAFD 1D K ��s�� N75OE OF STRUC711RC. WALL stcTl°" A� fowl 3/7b' • I NOfFS� (H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL < Cont. TRACKS TOP a BOTTOM. (2) VIM, SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR (y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS. (3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO CxtER,OR itAT FIMNOES OF END PANES. (K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of (S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....-- A10 EXISTING S OF ONE MITERIOR PANEL ON COW SUCH L INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr) �• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa, - '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP. IM a HST (E�0HNuuM1JT , ' (((i�fiuoie t tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW � aWNiRAfiS / �� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•) MAY ITC laurm'" Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J KII[TROR PANELS'.; a/. P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W RUR HANDLE 10fAaLRATC E/9TAl1Af� IFRFIENDrD 10 BE ALLflI nNIM _ TN90C QF 4rRUC1URE fOYY - , 1/.' w. aAP ,I,• No, GAP -�-- SECTION ®-B `� Xr a o weLlOijTHOM eoP� aoac RISC• - I• (,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL . �7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW BOTTOM w/ PANELWtES. (2).. [NO PANELS 91MW. WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34• D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS (3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR @J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS- (.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE //a(l�,R�,EC1LY MAY �EDpppSED JOINTLY 01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf. THEIR OVERLAPS RETAINED N �. A�olaoaLD�� R 1KWIt1FD 1 114-50•0 PANEVNtE PLUS W/ . ]/32' wlra NUT wHER i ea 1/•'O.0 E eL"�oDHt RF7OLRKED tAR PrNEALLAM 9cALe J/a•-t" t Mr BE 1/•11 faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try 1O�IAi RIDIRf ANGIbR MA'H111E M IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It Of /1t nA.tDwle IA17tgpf. MR NI• OPOYBpN 1D WE PDmME REOIICab 111YICIIO 0•TAeiD UMKI F,LTDA fHVL - f[ LBS THAN MIbMW !PROMO IN14TC0 rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m WAREQUIRED G rouIIED CONCRETE . , �. aouweo� 1 ` I E.D • , I � I JJ ff 1 I ERHSHIIIF,j ' G1A44 I d L I RUI • j r z• , 1 ' I E.Q. i f ' . I EY PANnYAtt PLUS e/ -.. 3/3Y NIR wR9HER EacKeL lIGhLL..YQUJ�.D�SALJ.s71l�a1 MN11tNIFN� • ur9CNE !/r-1".PANEL i rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY 1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE. DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E ) DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26. M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16 SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70 TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN DETERMINED IN ACCORDANCE WIN N.0,5. 2013. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201. tA4-202 AND TAS-203 7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED FROM THY INSIDE OF 5TRUCTUAE. !. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE PERFORMED FROM THC RISPJE Of STRUCTURE. 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE, S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED) e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF. 7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED). 0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN 300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r 9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI 10. ANCHORS TO WALL SHALL BE A5 FOLLOWS: (A) xr•xKTWC. Pf1IHRFD-CM`„4TL /49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1) - 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W. /,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS. Ut-sxlo prJy At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn FEMwE a a PANEtxntE PUJS, A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO ANY flMeH MATERIAL SMALL BE PERMITTED t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l• RJ10 ANCHORS. AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1. BE A5 IILNIINED M A,) AND IN 42). (B) 10...El0ynitr. c J�«,.•BALL - ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC.. - t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L) - eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION PRODUCES (t'Hn-7071 p.a.T) 9 OMR MA, TO N .1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE BLOCK SHAM BE 1 t/.' 0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE. NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED, i ,' / h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10 ENGAGE J/a` Mr0 ANCHORS. 113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2). (C) ATICIIOT6 SHALL BE INSTALCONTACT LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AIANLa'ACtIIRCp. it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK OR WOOD FRANC BUILDINGS, 17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS LENGTH WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70. 14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N. tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D (0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO, (r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt. f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW (.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ✓1 He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO. LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL 1 •.� , t 1 1 � L I 1 1 1 r: L• L .. KwMIA A is ILK: inai �•!l R H.•r->•-0. YU " • b,OAN J i a,AeROrawlER .- �RR6»OW WALL MOubmda INST. fOet 3ray+0•�.�,i tiCi 1d p 4 8 SCALD 1' duuWL e�uT°Y`aYs CLAMLF! 1 ' 1 I ;LIWu`1Hh � a I YFr'xi'AAM+I�nll � I N. ,f•' i TG auSa 1 I H 1 I I 1 1 jjpy i EM AIIaAW ?' ;1 S Iwe wr aBQ �T7r ROR,• 1�jE1410 l:].QOR TO riOJNG NOUN G INST. guJLp-Qij[ MOUNTING INST. !GALE 3 a-ASECTION1• ` sexE J/e--4 � C � Q O � .O O a � O LL � O •cn � E O O ,Z z M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 DETAILS FOR OPTION #2 FOR U,EE $,gF,FjY STORM PAtHlE1, .SYSTEM INTO EXISTING WOOD STRUCTURES +1i4 I •' _ ` � 1 __,p^e rAPcoN a a' o.c. - _ I a•r TAPCON o e• D.C. "�,/1• EIIN. 1NIIFAOED P17NlTRATIDN AT WOOD PCM141RIATION Al HOOD HEADER '�' M[AODI / MOW HEADER W REIO�NTApEq / i i PEWWEO ��... I W0. 4 L t j - i I E%1$IRTG Okmom? l I t I Ira f,1YA1MeN ' ' �' m NAaf 1' Mr,. ' ' PANR LENGTH I 1' Moa PANEL LENGTH a sew u) sa NOTE I •[Low) , BELOW) E,R,,RRKKyGGGGG�'� H 61A55't I SS. M.S. WY ...._ .. II 7 eti J/32• , I I E0. 1 Y,r- IlrooD rNrn 3/32' We,o Rut 2'Aa" wow P)/THero . !/lx• WING NUT REQtANEO WASHER e a 1/4• O.C. REQUIREDRED WASHER • (BEYOND) I' 't II wni0I4-10 PANFLWIE Pl./VoWALL WOLIONQ s /}.-10 PANEIMAIE 1/tNliuniv PW ON LB+INE ,I/THIS w , �° w AT IwbwOTH M PLATE AT NtDNAOTN OF PUif WeuenQn p�N t brela�ztNG_SCALE 3/10--l- I1 ' Tax scuE 3ro•-1 FLORIDA BUILDING CODE Mi N Y•Ioelt Nurrlcern Tom Nnffs x ' • No 44167 I. IN57AILA1gN3 ARE ONLY VALID FOR BUILDINGS WITH ASD. OCE16N 60AD9 � HNNfO nItSA, WG, TO CAGE GALYANIZEO STEEL STORM PANEL �" 1e.� OF ,0 ♦S5.9a -720 PIP AND PANCL•S LENGTH UP TO e'-e- � * :. ,,�[ -��" "• '"'J' I.R.AaP e7M/Ere• ME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4'O_•, SATE I� IN•, ��• P'ROTECTION PRODUCTS. LLC. 2- FOR NEW wgOD ERAq,p aNE No. 2, wA sPEcHnH DENSITY aF ass OR EDeIAL. 4�'9YC�.'•.•, ORtO ,. ebb sw, a,f,Hssl' • AwIE ti wu TO-178 PIpNE: CRe,)•e•-Te,0. Na, (es+)ra-mT IIIHM .. fTAL/NewmtrE/bert tA-DIIw710 Y. r. IMAIAww r. aYA1ER A TALP A'. ►.E 11@T N p m NJIV HANDLE Klein or , FROM PAWLAT ANY LTION S Ifir Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L• N ---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI' 1• HAIL a Ir/QT Yef TOR wow scwH>----,-,. 'SO' /ECIKwf ON swu m r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH ��IrtVAFD 1D K ��s�� N75OE OF STRUC711RC. WALL stcTl°" A� fowl 3/7b' • I NOfFS� (H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL < Cont. TRACKS TOP a BOTTOM. (2) VIM, SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR (y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS. (3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO CxtER,OR itAT FIMNOES OF END PANES. (K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of (S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....-- A10 EXISTING S OF ONE MITERIOR PANEL ON COW SUCH L INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr) �• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa, - '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP. IM a HST (E�0HNuuM1JT , ' (((i�fiuoie t tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW � aWNiRAfiS / �� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•) MAY ITC laurm'" Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J KII[TROR PANELS'.; a/. P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W RUR HANDLE 10fAaLRATC E/9TAl1Af� IFRFIENDrD 10 BE ALLflI nNIM _ TN90C QF 4rRUC1URE fOYY - , 1/.' w. aAP ,I,• No, GAP -�-- SECTION ®-B `� Xr a o weLlOijTHOM eoP� aoac RISC• - I• (,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL . �7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW BOTTOM w/ PANELWtES. (2).. [NO PANELS 91MW. WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34• D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS (3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR @J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS- (.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE //a(l�,R�,EC1LY MAY �EDpppSED JOINTLY 01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf. THEIR OVERLAPS RETAINED N �. A�olaoaLD�� R 1KWIt1FD 1 114-50•0 PANEVNtE PLUS W/ . ]/32' wlra NUT wHER i ea 1/•'O.0 E eL"�oDHt RF7OLRKED tAR PrNEALLAM 9cALe J/a•-t" t Mr BE 1/•11 faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try 1O�IAi RIDIRf ANGIbR MA'H111E M IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It Of /1t nA.tDwle IA17tgpf. MR NI• OPOYBpN 1D WE PDmME REOIICab 111YICIIO 0•TAeiD UMKI F,LTDA fHVL - f[ LBS THAN MIbMW !PROMO IN14TC0 rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m WAREQUIRED G rouIIED CONCRETE . , �. aouweo� 1 ` I E.D • , I � I JJ ff 1 I ERHSHIIIF,j ' G1A44 I d L I RUI • j r z• , 1 ' I E.Q. i f ' . I EY PANnYAtt PLUS e/ -.. 3/3Y NIR wR9HER EacKeL lIGhLL..YQUJ�.D�SALJ.s71l�a1 MN11tNIFN� • ur9CNE !/r-1".PANEL i rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY 1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE. DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E ) DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26. M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16 SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70 TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN DETERMINED IN ACCORDANCE WIN N.0,5. 2013. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201. tA4-202 AND TAS-203 7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED FROM THY INSIDE OF 5TRUCTUAE. !. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE PERFORMED FROM THC RISPJE Of STRUCTURE. 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE, S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED) e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF. 7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED). 0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN 300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r 9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI 10. ANCHORS TO WALL SHALL BE A5 FOLLOWS: (A) xr•xKTWC. Pf1IHRFD-CM`„4TL /49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1) - 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W. /,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS. Ut-sxlo prJy At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn FEMwE a a PANEtxntE PUJS, A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO ANY flMeH MATERIAL SMALL BE PERMITTED t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l• RJ10 ANCHORS. AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1. BE A5 IILNIINED M A,) AND IN 42). (B) 10...El0ynitr. c J�«,.•BALL - ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC.. - t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L) - eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION PRODUCES (t'Hn-7071 p.a.T) 9 OMR MA, TO N .1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE BLOCK SHAM BE 1 t/.' 0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE. NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED, i ,' / h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10 ENGAGE J/a` Mr0 ANCHORS. 113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2). (C) ATICIIOT6 SHALL BE INSTALCONTACT LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AIANLa'ACtIIRCp. it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK OR WOOD FRANC BUILDINGS, 17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS LENGTH WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70. 14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N. tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D (0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO, (r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt. f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW (.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ✓1 He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO. LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL 1 •.� , t 1 1 � L I 1 1 1 r: L• L .. KwMIA A is ILK: inai �•!l R H.•r->•-0. YU " • b,OAN J i a,AeROrawlER .- �RR6»OW WALL MOubmda INST. fOet 3ray+0•�.�,i tiCi 1d p 4 8 SCALD 1' duuWL e�uT°Y`aYs CLAMLF! 1 ' 1 I ;LIWu`1Hh � a I YFr'xi'AAM+I�nll � I N. ,f•' i TG auSa 1 I H 1 I I 1 1 jjpy i EM AIIaAW ?' ;1 S Iwe wr aBQ �T7r ROR,• 1�jE1410 l:].QOR TO riOJNG NOUN G INST. guJLp-Qij[ MOUNTING INST. !GALE 3 a-ASECTION1• ` sexE J/e--4 � C � Q O � .O O a � O LL � O •cn � E O O ,Z z M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 Ifir Hug 2. S. • EWIOw �'.._HwHiU I ERnERiOR'wlEi.)' �wlonMl .I ' pYTI¢J*. mlw 6o f 'L• N ---�',-- fEE TOR COMOROE Nw110Rk SCC �RO.OAI' 1• HAIL a Ir/QT Yef TOR wow scwH>----,-,. 'SO' /ECIKwf ON swu m r LAR PAHFl Y,i t0 at AISTAL;ED AT EACH ��IrtVAFD 1D K ��s�� N75OE OF STRUC711RC. WALL stcTl°" A� fowl 3/7b' • I NOfFS� (H) J�'f.DAI'T100�OE.-SEBIE5,1a1D' E - Y HANG STORY PANEL SYSt[M CONSISTING OF PANEL < Cont. TRACKS TOP a BOTTOM. (2) VIM, SHALL ALWAYS Bk CONNECTETV D vo BOTTOM CRACK oTNERw15c A STOP BAR (y 911At1 B[ PROVIDED AT TOP of SUCH PAWLS. (3}. II 1hY0,3 4 A CO/NIITL�C�EO,�t/33�WYG N dt Nip j/i MLrH85CAEw Mho` T7IPPED BOt7DY TRALR IDCATgN Or FA!4TENERS WY Bi AT EITHER OF TWO CxtER,OR itAT FIMNOES OF END PANES. (K). NT CASE 1HAt END PANELS ARE NCR CONNECTED TO BOTTOM TMC11. (Le. A STOP BAR K ONLY USED At TOP) ib AT BAST 'TWO PANElS SHALL BE CONNECTED iD BOTTOM TRACKUSING SPECS TO BOTTOM TRACK WAY OCCUrR ( PANEL 0 .CASE CONNECTION Of (S) SEE SECTION t', S' a ,' ON SHEET Ya. SEE ANCHOR SCNEDU[E ON SHEET 2S, ...,.....-- A10 EXISTING S OF ONE MITERIOR PANEL ON COW SUCH L INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES y 2'/24 V/2411 t 5 PgAT_ p¢ IgHE J fnDr) �• Mfn. GOHHLYW,C ARC,gRi lTl•• ]' INfa, - '"-(Stt fblmUt pH, ,M[f m) � 1^ YIP. IM a HST (E�0HNuuM1JT , ' (((i�fiuoie t tw,ElREIII V/AR(IrH�cnR SEE A .ELO!A �[ I {j{ 'J1f EEE ilI 2. a eE{OW � aWNiRAfiS / �� i'T �"'r I -�• _T .1.._Y -.- ��PA�rJMi,�EHOrP•) MAY ITC laurm'" Al (pN�p M , 1/a' 1 1/f• lrRf PNI[i8J KII[TROR PANELS'.; a/. P I/uT PANEL TO BE WALLED AT EACHbPElarG ALWAYS BE PI,OYO[D W RUR HANDLE 10fAaLRATC E/9TAl1Af� IFRFIENDrD 10 BE ALLflI nNIM _ TN90C QF 4rRUC1URE fOYY - , 1/.' w. aAP ,I,• No, GAP -�-- SECTION ®-B `� Xr a o weLlOijTHOM eoP� aoac RISC• - I• (,). DEF1Mrf1ON K-iE'AIEK ,fKKI; E - Z NANO STORM PANEL SYSTEM CONSISTING OF PANEL . �7{, TRACKS AT Tw a P/W@,WiC PLUS OR IV LOW BOTTOM w/ PANELWtES. (2).. [NO PANELS 91MW. WAYS BC CONNECI�D TO NG SILL WALL BY MEANS W PNNLl.MA1E5 OR, W USED 7 W/ to LONG ,RACK AT END PANELS SMALL W caa+E/crED ro w/ I ,'r-2ma/, .s w 7 3/34• D CIK�OON 11pTE (�3 MiP. (HUYDSC7lEW MRO TAP/ (EkC[Pi AS (3) FOR CASES WHEN END PANELS ARE USE JOINTI:Y W/ 19' IONC � AT AprroM BUT END EwYELs ARE wrn goAPHECTED ro eoirow TRACK STOP BAR @J SHALL BE PRCw10lD AT 7HW OF SUCH PANELS- (.) FOR NATALIATgNS WHEN ENO PANELS AND SOME RTTEIIYOR PANELS ARE //a(l�,R�,EC1LY MAY �EDpppSED JOINTLY 01� VFW( TR�K XrT µgMp1YE1P��TRAON �SMNl BE31NSTAItED nNT NANGEM PANELS LENT Dr �' SIDE OYERIDR PANEDVf. THEIR OVERLAPS RETAINED N �. A�olaoaLD�� R 1KWIt1FD 1 114-50•0 PANEVNtE PLUS W/ . ]/32' wlra NUT wHER i ea 1/•'O.0 E eL"�oDHt RF7OLRKED tAR PrNEALLAM 9cALe J/a•-t" t Mr BE 1/•11 faelmisaYfIDII MICIgRf 7,PE rTTPaTPYaRa raR rmAUATawfINTO MOODIa.RRrI AHCNDIt aPAeeNIRTmeaft"E.RO[DIS7AIILYAKReKAADONK11Eb1ACFORCDLea111WIAIOA/CDOYAIK, J Try 1O�IAi RIDIRf ANGIbR MA'H111E M IRA1WLYe4 fFVCfHO MWW1 {w tiCIITOIILE IORla.ar. rA•1•It Of /1t nA.tDwle IA17tgpf. MR NI• OPOYBpN 1D WE PDmME REOIICab 111YICIIO 0•TAeiD UMKI F,LTDA fHVL - f[ LBS THAN MIbMW !PROMO IN14TC0 rwi IEICN Analog trrE ON ARf fO1IWNE r ,ro ,m WAREQUIRED G rouIIED CONCRETE . , �. aouweo� 1 ` I E.D • , I � I JJ ff 1 I ERHSHIIIF,j ' G1A44 I d L I RUI • j r z• , 1 ' I E.Q. i f ' . I EY PANnYAtt PLUS e/ -.. 3/3Y NIR wR9HER EacKeL lIGhLL..YQUJ�.D�SALJ.s71l�a1 MN11tNIFN� • ur9CNE !/r-1".PANEL i rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY 1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE. DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E ) DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26. M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16 SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70 TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN DETERMINED IN ACCORDANCE WIN N.0,5. 2013. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201. tA4-202 AND TAS-203 7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED FROM THY INSIDE OF 5TRUCTUAE. !. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE PERFORMED FROM THC RISPJE Of STRUCTURE. 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE, S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED) e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF. 7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED). 0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN 300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r 9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI 10. ANCHORS TO WALL SHALL BE A5 FOLLOWS: (A) xr•xKTWC. Pf1IHRFD-CM`„4TL /49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1) - 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W. /,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS. Ut-sxlo prJy At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn FEMwE a a PANEtxntE PUJS, A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO ANY flMeH MATERIAL SMALL BE PERMITTED t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l• RJ10 ANCHORS. AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1. BE A5 IILNIINED M A,) AND IN 42). (B) 10...El0ynitr. c J�«,.•BALL - ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC.. - t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L) - eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION PRODUCES (t'Hn-7071 p.a.T) 9 OMR MA, TO N .1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE BLOCK SHAM BE 1 t/.' 0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE. NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED, i ,' / h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10 ENGAGE J/a` Mr0 ANCHORS. 113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2). (C) ATICIIOT6 SHALL BE INSTALCONTACT LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AIANLa'ACtIIRCp. it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK OR WOOD FRANC BUILDINGS, 17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS LENGTH WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70. 14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N. tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D (0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO, (r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt. f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW (.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ✓1 He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO. LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL 1 •.� , t 1 1 � L I 1 1 1 r: L• L .. KwMIA A is ILK: inai �•!l R H.•r->•-0. YU " • b,OAN J i a,AeROrawlER .- �RR6»OW WALL MOubmda INST. fOet 3ray+0•�.�,i tiCi 1d p 4 8 SCALD 1' duuWL e�uT°Y`aYs CLAMLF! 1 ' 1 I ;LIWu`1Hh � a I YFr'xi'AAM+I�nll � I N. ,f•' i TG auSa 1 I H 1 I I 1 1 jjpy i EM AIIaAW ?' ;1 S Iwe wr aBQ �T7r ROR,• 1�jE1410 l:].QOR TO riOJNG NOUN G INST. guJLp-Qij[ MOUNTING INST. !GALE 3 a-ASECTION1• ` sexE J/e--4 � C � Q O � .O O a � O LL � O •cn � E O O ,Z z M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 rouIIED CONCRETE . , �. aouweo� 1 ` I E.D • , I � I JJ ff 1 I ERHSHIIIF,j ' G1A44 I d L I RUI • j r z• , 1 ' I E.Q. i f ' . I EY PANnYAtt PLUS e/ -.. 3/3Y NIR wR9HER EacKeL lIGhLL..YQUJ�.D�SALJ.s71l�a1 MN11tNIFN� • ur9CNE !/r-1".PANEL i rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY 1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE. DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E ) DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26. M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16 SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70 TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN DETERMINED IN ACCORDANCE WIN N.0,5. 2013. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201. tA4-202 AND TAS-203 7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED FROM THY INSIDE OF 5TRUCTUAE. !. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE PERFORMED FROM THC RISPJE Of STRUCTURE. 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE, S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED) e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF. 7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED). 0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN 300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r 9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI 10. ANCHORS TO WALL SHALL BE A5 FOLLOWS: (A) xr•xKTWC. Pf1IHRFD-CM`„4TL /49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1) - 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W. /,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS. Ut-sxlo prJy At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn FEMwE a a PANEtxntE PUJS, A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO ANY flMeH MATERIAL SMALL BE PERMITTED t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l• RJ10 ANCHORS. AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1. BE A5 IILNIINED M A,) AND IN 42). (B) 10...El0ynitr. c J�«,.•BALL - ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC.. - t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L) - eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION PRODUCES (t'Hn-7071 p.a.T) 9 OMR MA, TO N .1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE BLOCK SHAM BE 1 t/.' 0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE. NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED, i ,' / h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10 ENGAGE J/a` Mr0 ANCHORS. 113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2). (C) ATICIIOT6 SHALL BE INSTALCONTACT LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AIANLa'ACtIIRCp. it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK OR WOOD FRANC BUILDINGS, 17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS LENGTH WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70. 14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N. tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D (0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO, (r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt. f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW (.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ✓1 He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO. LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL 1 •.� , t 1 1 � L I 1 1 1 r: L• L .. KwMIA A is ILK: inai �•!l R H.•r->•-0. YU " • b,OAN J i a,AeROrawlER .- �RR6»OW WALL MOubmda INST. fOet 3ray+0•�.�,i tiCi 1d p 4 8 SCALD 1' duuWL e�uT°Y`aYs CLAMLF! 1 ' 1 I ;LIWu`1Hh � a I YFr'xi'AAM+I�nll � I N. ,f•' i TG auSa 1 I H 1 I I 1 1 jjpy i EM AIIaAW ?' ;1 S Iwe wr aBQ �T7r ROR,• 1�jE1410 l:].QOR TO riOJNG NOUN G INST. guJLp-Qij[ MOUNTING INST. !GALE 3 a-ASECTION1• ` sexE J/e--4 � C � Q O � .O O a � O LL � O •cn � E O O ,Z z M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 rxarB�lal IIIBTEA, VALHo E-z NANO STORY PANEL.SYSEEY 1 E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PS D.) YTA4 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WI1H THE 2020 (71n EDEIWrt) Of THE FLORNNA lUILgNC CODE. DESIGN MND LOA05 SHALL BE DETERMINED AS PER SECTION 1830 OF THE ABOVE. MENTIONED COON, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION YRIEAi 11QS[ SNR1TTCitS WILL iN INSTA.LE AND FOR A afl' RECtWNAUFACTOR Ke-08S . USING ASC 7-10 ANO SHALL NOT EXCEED THE MAXIMUM MUM $.D. E ) DESIGN PRESSURE RATINGS ,NOK"iAnO dl SHEETS 29 ! 26. M OROFk TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND 10A05 DETERMINED PER ASCC 7-16 SHALL BE FIRST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 M ORDER 70 TO COMPARE THESE W/ MAX. (A.S.D) GESION PRESSURE RATINGS IwpCATCD ON SNEflS M a Ye. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE fL01 OVER STRESSED. A JS7t INCREASE IN ALLOWABLE STRESS FOR WIND 1.0A09 WAS tlGE USED IN 1NC"1 ANALYSIS. FASTENERS SWING TO WOAD HAS KEN DETERMINED IN ACCORDANCE WIN N.0,5. 2013. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS BEEN VERIFIED IN AtX.OWfMAtCE WITH SECTION I616 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORAIDRY, INC. REPORT / 1032, AS PROTOCOLS 7AS-201. tA4-202 AND TAS-203 7. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE fM0404 APCESSWG THE OPENING FROM THE INSIDE W/0 THE USE OF A LADDER OR LRT. THIS APPLICATION IS YNJO WHEN HNSTALIATKiN 15 INTENDED TO BE PERFORMED FROM THY INSIDE OF 5TRUCTUAE. !. $E1NC5 7DOD INSTALLATION IS APPL,Mr,BI.E TO SINGLE AND OOU&F HUNG STYLE WINDOWS WNFJ1 INSTALLATION IS REOURE.D lO BE PERFORMED FROM THC RISPJE Of STRUCTURE. 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND NORQOMN SILVERS 51,1E 1wNOLNYS WHEN INSTALLATION 6 REQUIRED 10 BF PERFORMED FROM THE MSOE OF STRI,CTURE, S. ALL ALUMINUM Ex1RU5fON5 TO BE ege3-TS ALLOY AND TEMPER. (UNLESS OTNCRWE,E NOTED) e. ALL ALUMINUM sr1EEr METAL USED Al CLOSURES SHALL HAVE JIGS-Hl, A1LlYF. 7. ALL 57EEL SHEET METAL PANELS 9WV.1. NAYS SIRUCTURAI OVNJIY S1iE4. NC1M A -CS! DSMIDT 90 Min., GALVANIZED STEEL DESIGNATION W/Fy. 9e.5 Aal (AFTER ROLLED). 0. ALL SCREWS TO DE STAINLESS STEEL !W DA 315 NSt SERIES OR CORROSION RESISTANT CMTED CARBON Snkt AS PER aN 300111 W/ 50 bH Tff1.D 51R&4TH AND W ARI TENSILE STRt7TC1M a S1NLL COMPLY W/ FLORIDA BUILORNi CODE SECTION tat t.3.J.r 9,. 5008 10 BE ASIY A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WRIT Je WI MINIMUM S,E1.0 STRCNOYHI 10. ANCHORS TO WALL SHALL BE A5 FOLLOWS: (A) xr•xKTWC. Pf1IHRFD-CM`„4TL /49 TAPCON ANCHORS AS MANUFACTURED BY ITW, BUEDEX, 04. (WN. Ye-3T92 0.6.1) - 1/ A` r x 7/ N t'eCALK-INCAUL-ANCHORS, AS MANUFACTURED BY DEWALi' INC. (WIN, o.W. /,•-ID ►ANELMATE FEMALE ID a IIANEL/Mii PLUS ANCr10R5, AS MANUFACTURED BY ELCO CON5TTKICTgNPRODIA'TS. Ut-sxlo prJy At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE Y11AL. BE 1 !/•' AND 1' FOR PANEWAn FEMwE a a PANEtxntE PUJS, A2) MINIMUM EAtBEr14ETR OF t/A'r x 7/8' GAIN-M ANCHORS SMALL BE IS T/D` INTO CONCRETE. NO EMBEDMENT NtO ANY flMeH MATERIAL SMALL BE PERMITTED t/,' 0-20 95 s+ocwAtx BOLTS USED 91Wi BE LOAD ENOUGH(SHOUlO ANY FINISH MATERIAL EXIST) TO ENGAGE !/l• RJ10 ANCHORS. AJ) IN CASE TINT PRECAST STONE PRECAST CONCRETE PA/rEl4, OR PAVERS BE FOUND ON t'HE ptlSlrN6 WAIL OR FLOOR, AIJCr10R9 SMALL BE LOAD ENOUGH TO ItCACR THE WIN STRUCTURE BEHIND SUCH PANEL!'. ANCHORAGE tA}M1. BE A5 IILNIINED M A,) AND IN 42). (B) 10...El0ynitr. c J�«,.•BALL - ,/•• a TAPCON ANCHORS AS MANUFACTURED BY ITW. BUAD47t, INC.. - t/.' • x 7/6` C'KK-IN ANCHORS, AS WNI,TFAC11ME0 BY DCWALT INC (T'Hn-ISw p.,,L) - eta-10 PANELYATE FELIAL[ W AND PANfLWiE PLUS ANCHORS, AS MANUFACTURED BY Lt.CA CONSTRUCTION PRODUCES (t'Hn-7071 p.a.T) 9 OMR MA, TO N .1) IIKalAU41 EMBEDMENT OR TAPCON ANCHORS MO PANELMAIE FEMALE ID ! PANEt./MTE PLUS INTO CONCRETE BLOCK SHAM BE 1 t/.' 0:1) MINIMUM EMBEDMENT OF 1/4'9 N 7/e' GALA -IN ANCHORS sHAu BE R)/•• INTO CONCRETE. NO EMBEDMENt INTO ANY FINISH WTQHW. 51IAll K PERMITTED, i ,' / h 20 SS SIDEWALK BOLTS USED SHALL BE LONG [NOUON(SHOULD ANY FINISH INTERNAL t)OSi) 10 ENGAGE J/a` Mr0 ANCHORS. 113) IN CASE THAT PRECAST STONE, OR PRECAST tXxa'llflE PANELS BE FOUND ON THE EXISTING WILL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE @Eler{D SUCH PANE13. ANCILORN,C SHALL BE AS MElA10NN IN 8,1) ANO NH 11.2). (C) ATICIIOT6 SHALL BE INSTALCONTACT LED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AIANLa'ACtIIRCp. it It 9NN1 BE THE RESPONSIBAOY OF 11K CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $NUTTER N TO BE ATTACHED TO INSUWE PROPER ANCHORAGE IRS SHUTTER SMALL ONLY f# ATTACHED TO CONCR[TE, BLOCK OR WOOD FRANC BUILDINGS, 17, MC MS7AW17gN CONTRACTOR IS TO SEAL/CAULK ALL S11U1TEA COMPONENT EDGES 041C1 REMAIN M CONTINUOUS LENGTH WITHTHE BUILDING 10 PREVET7, WINO/WIN INTRUSION.CAULK AND SEAL SHUTTERTRACKS AU AROUND FULL iJ. STORM PANEL INSTALLATION $HALL WMNL.T WITH SPECS INDICATED IN THIS DR/AMIHC PLUS ANY BUILDING AND IONMC REWLAIgNS PROVIDED BY 111E JURISOIC110N WNQG:. iriHMtj IS APPLIED 70. 14, ATRATM WINDOWS AND DOOM, e1C. E - Z HANG STORM PANEL 96TEAH+ IS PAi01R POb•N. tS. (") THIS PRODUCT EVN.lN110N DOCUMENT (P.E D.) PREPARED BY THIS ElrOMHEEA IS DEHERNC AND ROCS H07 PROMDE INFORYATIBN FOR A SRE SPECIFIC PROJECT; I.•, WHERE THE SITE CONDITIONS DEVIATE FROM ?HE P.E.D (0) CONTRACTOR TO BE RESPONS,BIF. FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS IRTNI.ED ON THIS DOCUMENT. COtt$rliuCnaFl SAPFIY Al srrE. IS THE COHTRACTOR"S REfPONSIBRTTY. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVMID IF MOdilEO, (r) STTE SPECIFIC PROJECTS SNNl BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLL BECOME f1C iNCIrIEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED CNTRNEEA TO THE P.E.D. ENGINEER. 9rMlt. f0 SUBMIT TH15 LATTER THE SITE SPECIFIC bRAWINiiS TONE REVIEW (.) THIS O,ED SHALL BF/A THE DATE AND ORKDNAL 5G1L AND SIGNATURE tX THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ✓1 He. STORM PANEL MANUFACTURERS LABEL 511A11 BE LOCATED ON A READILY VISIBLE LOCATION AI STORM PANEL iN ACCORDANCE WITH SECTION 1709.9! OF FLORIN BUILQRNO CODE, ONE LABEL SMALL BEPLACED FOR EVERY OPDINrO. LI@ELWO TO COMPLY WITH SECTION 1709.0.1 OF THE AARWA BUILDING COOL 1 •.� , t 1 1 � L I 1 1 1 r: L• L .. KwMIA A is ILK: inai �•!l R H.•r->•-0. YU " • b,OAN J i a,AeROrawlER .- �RR6»OW WALL MOubmda INST. fOet 3ray+0•�.�,i tiCi 1d p 4 8 SCALD 1' duuWL e�uT°Y`aYs CLAMLF! 1 ' 1 I ;LIWu`1Hh � a I YFr'xi'AAM+I�nll � I N. ,f•' i TG auSa 1 I H 1 I I 1 1 jjpy i EM AIIaAW ?' ;1 S Iwe wr aBQ �T7r ROR,• 1�jE1410 l:].QOR TO riOJNG NOUN G INST. guJLp-Qij[ MOUNTING INST. !GALE 3 a-ASECTION1• ` sexE J/e--4 � C � Q O � .O O a � O LL � O •cn � E O O ,Z z M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 EM AIIaAW ?' ;1 Iwe wr aBQ �T7r ROR,• 1�jE1410 l:].QOR TO riOJNG NOUN G INST. guJLp-Qij[ MOUNTING INST. !GALE 3 a-ASECTION1• ` sexE J/e--4 � C � Q O � .O O a � O LL � O •cn � E O O ,Z z M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 M N 0 N N � :w Q W V h O C V N u.. a N O ,» t11 N -C Vf O EO •.CL N � 3 °i as N_✓ C `> C IQ Gr S,1 O V 4T cn cn cu 0 G d .Q.O O w O v- HEET N0. SH 1,2 HEET N0. SH 1,2 79,11PT-1101 ,,,I- i �,!: 0 -1117911111 , ,I- 1"�� xv"i.l. 1.-;;� -11 ��'s __ - - -I.MWAW�,�;14.11!2 1 C741;�1z1Ijw1(-j:I ,WWV AR05VA-vill 4' 14-�.v - I . .W!"�l%,.-,IFL.;�,��mjq4m,..Iwj�Limpni;,; I . "' 101-4111.1'..-I.- mkxm" ALSA. olimmam - ,--w, - I AAAw =- I ca-m-, . I -oft - #06�o. -7" 70, OR LESS 2 III I omm . - ".2 X. I'vo 7 `* A 3v .".C. -75,3 70, OR um ___ I . --;;�; -. T - ., & .-W �'j;gn;Q';RIWd'�r" N� 4 RWHRIIU� AT VVLALAF & 4cW OF PIIiiCt LEROY" PANEL m,�s�f111jj1w.v11q -1111111,1 -1 �,�, 0 �;I*"'L;3111 J�l fl',I�ffr."Alw.l: i,ff-�,] �;JA:l �,','10 I 1,21IFY'lilill'Iff'rT ,. '114:1 0,111�"Ilj';� �& !.R.:�JWM,.:�RV.,,'IAIE";.tvw.li,.;i�,w�1W.Jig;*-�9,0�;', 0 : i 9-:0 II&T w - --I-""-- U (P tLIJ MARIANA AMWM SMCM FOR E- Q - ) 1/2- 0 APFIJCAMLE 70 smams 0 & AM tommiAT" or THEN VAVMUM 'AMU ulan" v (w) - TAPcom . - ,", I momirumol: vlow" at PLUS To QQAGMM TO Woavrff� BLOCK to- - 10 COKCRM W70RW BLOCK vc,"iem I IN SLOW 11, - NIA 1 12- N/A i2' N/A I '. N/A V 1 2' (TOP) it' 1. 5. 4. - . a 4' V (BOTTOM) m + 12' W/A _w/A s' '. 1. a. I - - - to. OM)" 5 , 45 . . - . i N/A NIA l N/A NIA 12 1/2- ____ it' 2' (BOTTOM) 70* OR LESS . 7. N/A 5 11-2- N/A 4 12* N/A 4 1/2- N/A 3' (TOP) 12 . - - "/A - 12, - - N/A -1 - R 1/2- N/A _ 9 112* N/A 3. (9worrorom) I . 2 N/A - -_ 12' _. W/A I 11. R/A 12 . N/A - 4' (TOP) . 12 '. 12, 9 i/2- I - I 2- 1 it- � 12. I w 1 4 - (BOTTOM) I , * UNITED TO MO "J. ASM, DES" PRESSURE FAINC AKE TAW JIS FOR ANCHIM TYW At VACM MR WARLATIONS INTO WOW Tom viam MINIMUM NO" WVDNU AM NOWLW UK DISTANCE ARE VOCATM ON THIS SCHEDULE. FOR ED UTMI THAN VOCATED ON SCHIMAUE REDUCE ANCHOR MANOWILL BY i"TOLYM SPACING OWM OR SCHEDULE IN 14 FOUDW4 rACWW FOR THS opoLAT4N to K POOKLI AtDuow W04 moom USK FACTOR SwAl NOT K LESS TAM WO" VOGM NOWO FOR EACH ANCHOR TVK AT mg:ll� tfam ANCHOR r4m : 1/4'. , - - - _!oitlle 1 Foi� � 1/0. - 1. . - , ll;mm I -1. 0".* me, mom Few" CA) - 3 3 3 2 tA w,;w_-;;;w 3 3 �'1111 _3 I 3- ILA-) �=__ . Z� _ 3 3 1/2 3 ,/v 4 mma CA 6-140 . , I I I I--..-.-,-- .____.__!_z7 L"' - r_. - . . 3 1/2' 1 - I - I .- I -1 i I + REQUIRES W.- cisomom BETWEEN BOTTOM Of PANEL iqr AM 0 TO K. 1/2' ,--I Mo ++ oullumms Met, DISTANCE BETWEEN BOTTOM OF PANEL AMC a) M SE' 31 I r kTI va- r4_I__Q 61- BUILDING R. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-11") ___ ___.__________,__,. �. . I .- 15.126' (TOTAL WOW) - - � .. - L - � - - -- zlvr--- � - - - , _ - 7 _lzscor (ErrECIvItt WIWK)--- -- - _____� i 'A93, 1 � � 1 'I.2 - .750* -- - CL .i� I vz��4' . .- _ a I/" ".)--- - L - -_ , J744- A I � . �, I . w " cite 12 , i.230' Iw_ - i.3ta, - - 13p* - - 100' . "I'lo I-) � wlo-.�-,;-14p"-� , ;,..P. I 'o 1 � IL -1 -I- r �, 1. I I 4 I ,250"" ' I . I I ' - " '_ � - , . 157i' I , C', : "we � �_��+., HEVIVIED ce) i h _;oL 37 1 4 0.024* "I . I -,� r� " 5 , CA * " _1� �- h 11 STEEL . 1. . . awwmzw '�� 21 * , � . Em AM TYP .W4 04" � - A I 1 250, i I � - GRAM 50 _ J MININAP, - MEMNEP., . I 2.12 I , v L 0_90 COME _,�SW__j r2iI;'l SAL V. � ___ -I . - MIA% A AV _ - * ---- - i (rip') I . - I - I__ I .3 - _=) ,K_TA_S _�_J - ,. 713' T WORM PANEL 1 �3501 _ - 2.0100' -� , FAMELS *L4u a "wam ALM" - "W - 2."ll - -j FROM LEFT TO WW W/ 1/9' LLO AT END AT LEFT AIDE OF PAM (��) (�) III TMIC (�) ANGLE Wo sma � 11� 1-11, W. TOP I= , 1-1 "� . I I I Pisa 0,024* (Min.) - .1 ,,� ftwe's END LIP GALWOZED STEEL 1 W/ WARNED F . .". - ,;, � 11 . - 0.2m, "JKL mr, �, " , 0 /� >1 "I &O.03, ' ' ' '- 1, �_�'L_!r , � / / , , , "..a ar - - ' �- , , - - - 61�3'� 0.2))D* 1 L , , I //'III-, :�..L , - ' �._, __,_- - ---" ?00-,8 , _', 0.625 I Q3;5, �i�- � " ... �L:7__ ,___� � - /1, 1, I .. I __ 1; 0.2W _. - . � 11 -,I 250 , . IL 'if I 46y ,.. 2 Sol— - - HEUMM" . . - � - - 1, � - "I "Jim. 1 . I 1- - f - - / I , , I I _-, LAC. "FILL � 2450, - PMUETM VIEW DETAIL A L I ;�, �P OR @0 I I ,� \,- � ase: , I � a 33"I - C I P, �16 2612v . IrIl ROUNDED CORNER 6 ENOS OF PANEL'S * v . met .ml � . � � � '. . END LIP W/ HEMMED EKE 1, �� ,lw � _2L378 .., (N.T,S) .375, 1 ft*. sormu - V, DUABJ 2. 111 � F em OF PA.,& sw I I KEY HIME VUSHER .011111 - 7w. : 14" I - 3.750* 1 VM HOLE AT PANEL . i ce" ( 105-WIS4 ALUM 0110Y IT.I.; -O... (�) 3 (�) - L072' : f I � I . sa SHEET a FORT moornamAL 24' . 211 .,� - - ST, 3 - , - - - . .1w Lauumams it law uvan, is I J, I i I FOR "ISTAWTONS @no I=- , n-I . t - - ONLY VALID - I I j I 0w) � tl � � -1-W ( , wm STRUCTURES � . (�) ZME I I no' 75ii. � ,2r - . I L MM, UNGTH I It � --I 11 . I ," ,-,L--- _", - * __ i �_._2L - 21000 3.lMC` Qoo .- L 103 : - �i i ,I 22v 2.OW it. amr, I 2.50-� 1.,Ila�_ I C".)f 1 1.030'0 L - - - - ---.. i � ,,,,, 9-� 07 BEY, '11" HUM (i) " ul murim 0 I I I 1 - - I I " TO v M .- - __ - i � '- - 2.000' - - -' @ SLEEVE J' MAX, u_ .I m" * 0 (@ J' TRACK (R PANIEL HANG .. iLi* i 3 OOO` MPI.- -, A _qql (I 114- WIDE) 1 7-�?w -Tr� illil . (USE ONLY FOR E-Z HANG SYM PANEL . IlItse. � -, �O* 4;wl .- I - .275, SYSTEM) W63-75 ALUM. ALLOY . X. ,.: .Do?*- - 1.1", . - I : I - tl* 00 FLORIDA BALDING CODE (Wro 1419h..vatoaltv HLI( am Zone) - I 111IS. .14- � low " ' - I 1, MIN 0 1 it ... 111, ; I -MO WOOD. We � ,� 123 ik. i�l F t (a MIN. 0 F.? 12- f_,� M. 1201- - __ ,9,. 1 ' ' 24 GAGE GALVANIZED STEEL SM PANEL OW" ut '� - I - I % ITATIF IF ,-- . _ * , - : MR) . .. - � " . 260 _ 0 , 1, *� _ , ,�. I SECTIONS �� .. , i� 01/27/ LI. 2AM., . - ? 110 GLOBAL PROTECTION PRODUCTS. LLC. t__L ...... - - MIN .. mot ECOinc. �] � - L ' 4M &W. $1 W " k --- .m. "a bNot. M.0 ,� ....Vil'o rL $611. // -A&t.tl-.I:rm"rwl-,.?- ONW, M4)M-754L FOR W)OW.O?P 20-175 .-OUT "r BUILI)-OUI "F* TRACK , , . - . okw$o - . m- - 4 i MORNOt OIL @ gulm (9 @5 & (��WASIjnfb WINGNUT i - , W . TRACK ANGLE (ZAW 3 ALLOY) . ,14 0. P,L ! I I ~ I CRT& - - 91 . . FM9 - So, - I -__ I I INSTALLATION DETAILS FOR REGULAR RANEL,'_1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE COKKIIE IOCATIM. r--WONS . COW exar" own CoMeRm (SEE MIM"CE)TOW EXISTING POUREtic9ocK.T t SHEETS 9 THROUGH 10) - OR CONCRETE BLOCK I s"um m rwRmrm vol, OR CONCRETE Ell. REOLOW. . � REQUIRED. T"'. I v 1 - - I.D.: , ALTUMTE LEG Comm'm LOCATION , � I . .... n 4, . E ".w - � __ " I 1=0 . (SEE SCHEDULE 04 ` ,4) CO. m vil ,,Z SHEETS 0 THROUGH 2� " wv,�-,�xvw,.�.,�." , I . - ,'- - : wix .SMM ,IVO I I - (01 � r � 4:'0* I I ,--- w - 1 mULm w ww to I Ir "'" : ,/..M,: " ma */ WA - -11/4' MAX I- I MAIL __ 11 __ � - � - � , . CONCRE=IHORS �'1111�.Nll� ., /2 i __ .1 � . - --- - - I � I 4 (SEE SC C ON 1� - ' SIC "' :' �/" I I j " I , i ILIG i SHEETS 9 THROUGH 10), I-4 i 1 , 0 �� , . ", -, I I Ole I " 1. I v 4., (i)_ ED, � - 1��i'$,�� Qm I ��` " -,p��,, . 11 11�1 I I _� , PANEL U74M � b �� -ri. "'6"., . I � 11-1111111 . .1, .. (SEC SCHEDULE ! T e Eli). 51�','�§Rl " I ��, O"BEZ)o, a I ., 1 . -10 ; W. Is i '. ,a- - SEP'w"Clot I - r I I . 0 'm .0 � ( 70 GLASS. . o ON t " 'im 1,11121; i � SEE SCHEDULE - 11" 'i I uAss 1 qeo ON SHEET 3) 9 a to 9 I , , I I %4=1114l .L. : , ;_ _�. a to I 1 _r suwwwm To 0 A. 0� SPACCAt M... (SEE 904EDULE ON . . . . ot I I PANEL ..I. SHEET III 1 1 e - � - - . ON RIP owa � _ I i I - "I' mat. T, M=L-r, 1I., M. I I (SEE -1 � . 1. SCWOUIL I I PANEL Lm", () I LOOM am F-01 J, � k r � � - _. L I __ I MI., i ON SHEET 3) 1 (SEE SCHEDULE Elww , . L ' I EXIST) I 0 EXIST11" -I ON SHEET 3) IT sERAPArom 1 .01 � . - I I I To GLASS, I � , I L _�.,_� I ��- - � - - I -N,�--- ME SCHEDULE I - I - � 5" r I I � I , .L. I - I �L��,'-,:� :;.'-,%' _11,11- AV, �i I or v _0 0 a ON SWEET 3) 11 MAX "I", �. - (, ; MAJ. I ; I �'i I _1 I . I . ", � r 40 0 11,',� �,.��/_�,-,j I I I � ,X,': . . . .... . I , IT @ I E. , i - Sax I - I , , "L I 1. I C D I OF t . I 12 Ix mc, i . ,�, - - I . I w , �� ,p UD067H : 0 I I I I , I . 1 . . I 1 I - I 1 . I i .1 ,� I L - __ I 0 - - ---.. I ; � - :-:- r i To . ��, I � AMCCHM 1 ,�.�,.:� 4"C' " ' CONCRETE rM", - , ,,:, , 11 I - , , � ; , 21 I 6 , , , ,T,,�,-`�,,��- (SEE SCHEDULE ON I I - . I " , " " L�47� ,, , , C =0: EXISTING POURED . 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"/"/a" E.D. - EDGE OWAFAM C_ �-_ /T ME C 0 .. \ GLOBAL PROTECTION PRODUCTS, 0911% I.I.. STATE 0�(,LJWmig==- ', , (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE , . . . - 4m Lot. $I ~ % Z��.- 14ORIP� ��,S� Mob - OMAC. OL 33314 SHEETS 9 & 10) COMBINED IN ANY WAY TO surr ANY : ximm."M "KIPIL. M4)wa-?b4L FAIL. M4)uo-4"7 20-175 ,� N�t Rot - -,-I- NtU&ii � � - - INSTALLATION. , 'S . ON"" ft: - - __ - , - -ThealithowADWUNLMAn , 1 2 _ Ir'm - "Irl'i smw 5 0 ,11 . .Z.F - . I INSTALLAIION DETAILS FOR SERIES 2000 & I 000 _E_Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES - I - :7, -, "I ;/4'f LAO S"n" 0 V O's W/ . 1, - ., I I ; - . :-: 1 1/2* mm tmtLvw "parnutiom ., . - 1/4-0 LAG SCAM 4 4- O'C .,e I " 1- I -TO EX-PIRO WOOD MADIA T " I I __ =1 4,014w,W07") tDla I , Z= THam" PEUrRATO. ,� I I I � , ,, -.1- � ILA? OR 0. EM *=- "EADER. ,� 11 , 0 � 014w S.s. I � � _� , 114.1' SIAS, I . , . 4 � ) F 0 FA EW OFQ) I I , . F � 4 , � I '_ _@ " � . ' .. 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WOOD REVAND mw I� WALLATIONS ARE ONLY VAUD rOA BUILDINGS WITH A,S 0 Dl�S*N LOAL'S � V. 10 +660, -75.3 PIT AND PAAKL'S LEWIN UP TO 5*�Ia 2 IOR NEW O)OD F STRUCT7 WOW ottiom To In SCRAIMITFIN ,AVE PINE N.. 2. W/ Wo" O.w Olt OWN su ."� IT RE u OpAr Ctw .4a "'m 0 n. C�� .X.Ar lop As AS PAN BASED 0. a , 1000 00 low emlv,w" rot on 2 mom ram CANAtimmu-nLaLmm, A j ice & BOTTOM MOUNT"as Cm cc LVW"W IN ANY WAY To sw ANY SISTA"Amm. I - v.-lo-l/.. � '.'�.'-Sn' a MR, OVERLAP . I I � j � I " . . I __1. , �el k LwUr 0 wo, TMREAOD / rJON's 12 112* cc -W -W (2 2 ecoo LTE REQUo" "I on ON EWE QffilllG � k 11 *w sm F i/4-- - - - I I - , I � I I , : "-l< � K er I ,:7- - � _;)O" 0 1 a � I , ---_,�t � I - I =0;j rw_v- scaL 4/4. . r Nm SHMER TRACKS "Orr SHOW rap cu"Arr, - - I (ur OrML I/?. A. NOTE tA M-OW) . I i �D I __ WX 1: - ::: I) I ,/4-*-2O.3/.- - */ ; VR� I. I = w4A. i I I I - - I r I � I X 0 I -i'l-4 � . F� 0 1 .1 I'll MIT I n , * - " i�_, -1 -�-. I 1, .1 -� '_1 �_ In., 21* , , - 1 - - . I . - � �44 I ,, I L-;/ - . 0- r , v - �,,p 1 � ge M .. � ,7- 4MM REQUIRED [Timm -t 'I § Ile. LAC SCRft 0 1;rWJ1/. I 19;=� Www_lm To Whom c_ i�-- - - ,j.�,yj� u. 0 12 OIC 4 C� ot4o, Aa%- 0 04 Mo. V i OYTAK 1/21 a i�,_ W-2., - I We- rw A* , 9 A_ 1. W "� Mouttmp I -1 1 0 , 4 N ;, 1 g ag , :- I it I iz� , . --in- I -1 _ I ", 1- Q6 Lgp_2w111';M.S_ */ 7/6*43/12* .-N I , . NOTE 'A KU00) , it I � 11 0,I,I,1 N . . 1-11--71 '. :1 .1.1 . 'I":.. O C W/ ;/-"- G SCREWS 0 " 't wft " ./r`AW. NREAM I ___w I ,-�p mhtm,. , , - I Do 'LA dz;Ipw - wg�. 210' "I00C mop O. to" T'W " - PLAIt WOIWD FLO TING I _0 Milli Bull 5NSTALLAT194,till w TEU&M 't SCALE 1/4--t- - - /* -, .�ijj� .,.,,,v 't . r %s .. . . - FLORIDA BUILDING CODE (High Veloc"y Hur IcOrMi Zone) , . NO. 4 . . TY, , III jtjj -, 'j *. - , III, I �m -it"=. W. 20 GAGE GALVANIZED STEEL STORM PA14EL rp wl"W I . -0 ` SIAT .P*. '%,� ,,I ( )F 1(,<,,, ,_..... . - f� , .� , Me 4Er�_ - ,,�,� �_-�, ,� '.. - -_ .- '-> ID .. - ILIE C 0 isec I OLD SAL PROTECTION PRODUCTS, LLC, Idol ILI Amw - "/"/M WIL . 20-176 � ..... /,/4 / .... 0 t 14 .." a: :.. sm, 1, - "."w'(wommo-ow, ON, %_ 'k .,_-x.g ,um-p-aarze . _ am .I.... "Cw:;�=k 1� asm P1 aft,lomm-Nei - "A - I - i 'hwu (1�om,me .wm &.11J." .� 'IT DR." . = I �'- F-9 `j - " - __ . . I - I .. .. 1 I ____ XMIUM A.S.D. OESIfiN P -------- 711M.-MIJ ____ __ ____ __ -mm 2/4 1/4 3/4 4/5, 5/5 & 6/5 Ium &IN= Em SCHEDULE ONLY FOR MUM STORM + -*IVi§. 2�/&. 3W/7 & 4W/7 - MCHM (SEE SCHEDULE 3' MAX S IN POURED CONCRMII CONCWM BLOCK & WOOD Ct) �.3'VAX_- - � - -- SHEETS 0, 10 &I 1) ON - . 1_..1._._1_.._1_ I.. - -71- MIN tL'ttl)MSITMAMb AT EACH t" IAN, I . � I , jammmium - -I 1 6 1 - a a 6 1 ' L .. .,_ I 6L_I9?_QLAQmM END VIETH jum a - rA) . a & at - __ - -, At om.,(D. 0. (�). I -I - ; , , I - v -I - -1 - r - - - "" r--!-T-r--r-i-T-i -i''I NTH tems (21 Olt (lb ITED At CAM EX . I , I I , - -71 *L+" OR "L-* (".) 0 MAXIMUM AILD. am N RATING CONCRETE & WDOD MPAUATOS t �" . -) I (+ -L;- I L - Jva Jac _U"-v',_ W-41 __A-�_ to'-#* 1-1 Jae I ?,-#* 1(),-r ___ _��__ 440 W_to' _w__f__ 10'-Q* _F_;�k_ --- - - ,= -8. -7-V. - ___ ___ , 9 -$* ----I-- r-41 ... !!!��._ . m C . - __ L . .... ... - sao ... ___!�-!�__ - `V_!' ____.__ , --o'71* - 1-10 �o- ____ - _ Moo - I - 8*-O* ------.- r-4* 1 I., -.5ii - __ - _. 1. I i,;�4� __ 7, - - . . . _1__._ji__.___ '0 ,- 7 --- ; _r - , ; 0-10 - - _Za - - - _. __ " .- _' .0 _.��: P. 1� ±:7�'_ - _!�__ To - - 2!L�Ll __ a " . "--".-r!!�'�.-----'..�--l-''"�'.1�- III S-0, - - -,- - pi�.o - - A, - _i; 11, is� - - r-It 1,06.0 li�- -1� �!_-1 rr_�___ to. I- - � _. . , , A -, [----I-- '10 _- i_� L_ - 1--, - - �m "L+" OR %-" (ft.) 0 1 MAMUM OMAS.01 N INIESSURE MIM (P. 0 I+ , -I CONCRETE a wwo 067ftLATIW4 t W I I.- �Q_ 14'.4' W-0 . ____2 2&0 __;Z_�_sgr _;_f7__r__ J" ?f'-,O* ?01-71 .- .1110 _71�___10_ I- _&-_4� 400 0,-#, 01-21 ____ 434 ------ ---. !iz I -1, _1�7!L_ ,.-,. al-r __!�2� - W-l' SAV -_ -Wi, - - -, - -.-- m,_r 1 &,-Ol __ l, . _p -_ ?'61 ,- SAO --.--------- 70.0 I. 11-8. ------- I.-,. 21�2* � --- ir�tp* 71-11 , - 6 -no Sao 11-01 --:5-.- _!k� - 41154 __ "'. __i:_ __ 4'-J" - Sao __;r__r_1 _;7_,F__ ISO __ r - ----. S.-11. - 10"100.0 6'-J' SI-r _ __ 01-31 sl�l _._._!!!!_0_ --- 110.0 - - I _, _, _ .- - T�4 ._!._ -il-so fig.41 - - __ .._..I MINIMUM s"Amnow To GLASS scHmk&c MAX#" PANCIL WIND SPEED 19 170 ..A� WIND So= > 170 _P1h (LD41H 1.) UMRMM+AM I RICSTINAINED ummesToluolow Ill 30 04 LESS 1. '. A. A 1/4, 1 >33 70 00 I. I. 1 t/2- 7 1/2* >TPo To 145 I. 1. I vIr 1 1/2 - I I. I. I - 7 1/2- UIMIUDU PAIMFL LFUM (Ini IrIOR A OMM MOUNTINO COMEN11`10101 BOTTOM TOP DIRECT MOUNT 1. HEAM .U. "Mot 1.5 5 . SL ANGLE . r TKACK -.....S=. ItAtio-toll 7�� PAD -00 -F- TRACK C= - DIRECT mow 4r 1. 32, 1. 1. so* 1. 4 1-5'xi.5' " ABU 3r 13r 1. 32" 42* 1. . .m. - ____ ___._ Ir TRCX __ w _ 1. 32, 42' 67, '. W" IT I w ___ _. '. -_ I '. - 1. w Ac. . w _..� , . It I W&MM.'aw � - - I -F I - I - 3wr 1. W i "' 1. I , (A). @ .r 0 . , , , � I I I . I I , , , , i- - t L .1 -1- . L"J". - 6. i 1. � , � I r , ! I . I . LL . __ I .. I -=]--. I , L F I I I - � & - - . -1 � 1_1 I I I R � I F 1 1 IT4 �, -, _ - � - I _1T I_ � i. I , I � F " I "I . , � Till I I JL,� i , , � _. � � " _ - , .- rz, � ,�, - -I .41;;v 1 1 4ili :_ L I - - � (SEE L . ts. ms LS "'(�10-;X � SECThONS AS , , , .. 1.111, ITTED R% t#= TIED PAJ i - 1 1 2 � ; I , I i ;; � I ./ . LAP; ICABW � " D'" I � � j . I I I , I . � 9 i, i I ;] 1_: � , � � I Ts"Is"71 Als"I"I I ! "', j , r ' ,,r I I � I , L ' ! I i I � 8 1 . I i ! r I I [_ a , L I I 1. i J L_r W � @.,@ I* Not. , : 4 - - L ' , I i 141 . I ! . � �J , , i I 11 11 I I i I : I. [ . 16% - . i I _L - - . )-M0'(�� L. � I 4, 3/4, 4/5. 515 & 6/5 I- "M 2/4 i 1* 1*;W11&, 2W/6, 3W/7 & 4W/7 I - � . - maelifts SEE ScHutow ON SKETS 9. To &I 1). � ... 11 -1 REGULAR STORM PANEL 10 ELEVATION I /4* 10- UP N.T.S. z#V' I 7- CMALP .1 WAML WiLEY) 9 - �L . . - (MR I I I I I � - I . I I I � I ! I I - hox. w _T_ i SECDON A -A � - (D N.T.S7 J) wwrm (1) L*, MAXIMUM ALLOWABLE FARM LOOM I= A OWN P=fg ABA CLIM LOAD, L-; MAX PLLOWWE PANEL LOWN FOR A W40 MEDICINE AID, DESIGN LM. (2) PRO=LM TO OMMOK MAXIMUM PANEL L&I OMDO ,A, POSITIVE ALIO, ottleow LOAD, WTBuM VAx*W PANEL LOOM 1L.' FROM SCHEOLOUL G"N ""WATIVE %_1 raw SCINEDIAT, mAtOMLOW 9 Migm,uwmpwa Low" FINAL Lvij� dw" wotwww Min Lomm KTWEU "L+* AND 'L-*. 2) WE _solmu 0 - ELM FOR MIN PANEL LENGTH FOR POROSITY OINLIFICA110%, t 111111ALLATIONS INTIM WOW AM UWrM'fO I 05 RAJ, MAX &ICL DEMON PRESSURE =_� w _____ .mcm 4, to & IT MR - .0. DEMON LOADS & 10% PAIAL LENGTHS PDR7 t . 1 lit: : 1% � b;... .. N, "I'll" * .4416 ', 7 . I . . * .* <7 TAT] !�,- �, 50, .I- - `Yp OR ml� .. I ,�, 'i.,F .... . /�, "O ,� .0 , ,;, .4 , ."illivs .,W�T,A,t - .9m 71,111,00. Wc, Z�_ �� TRAIT TITRYTARP . g.w.a.sm C4111PAN' --- . - t6 �_1zEZjr__w1_!11_1 ok-OW?to To =MC," . RE. LIP 24 GAGE GALVANEEED STEEL STORM PANEL F.P. CNAR, Wr GLOBAL PROTECTION PRODUCTS, LLC. .W�t svw m. ,. (.).-I. TAX, (.)..-In? 0/"/Wn DATIL - 20-1175 PLO"".. ow I 0, no -, i -"* i - i INSTALLATION DETAILS FOR REGULAR PANEL (1) 11 , � '�., I � _,11 1, I � -� INTO WOOD STRUCTURES , � -1 , ,� �., � -,-----�, - - 11. I— I—, - , iim- __ , . - __ I .. � - I I � I- � 1, � . I I SEPARATION it I . __ T ;111 - � . , . -1 ,�, TO GLASS. � _ . - I , I WOW "CHM .", I -1 ULL -W - 1�1 -T. 1�11 �_. - (561 SOMED I 1/4 -mf :�� , SCHEDULE 0. I � , - ,�.. -11 N SWEET I 1) � I . 03 I ON SWEET 3) t __Wmi�Jp We �-,._ , , 11 "O.0 " , I I I �� , I - 1 . j_.,___._,A_ - - - � _V', Kit � ": -:--. - = �� , I I LNMOI , :1. � � I I .� � :,� / i � 11 _r 0 -1 , - 1. %, at". 11 � , !1i � I : � o - �, � - � � EX -&I I PANEL LENGTH . - �, - - I ', , (1) WOOD ANCHORS "! i ,_, , , , � I � - _.I., , 1 . =UD'M*0M � I (SEE SCHEDULE ,� - . 11 � I I I , �I' . /1. (SEE ScHwu am , � , - - -1- - - -- ...-Al .. $ . t 1 I') L , I I , I 0 _0 -,I,. -_.-.z._.. . . . � ON = Il MR I I I k . x ,a mi�� MAX. . - I -- "' , � W . - f I I . "i . � � . 1 .. I .; '' - - - -0 'L t,--! � 0 1 � , p SPACER _ I 1 11 I! MAX. I , �i , WOOD HEADER ' � LOMM 1. I I - _, , � i. I I ED' 11 - - 1 3 . I , �! , � i l REQUIRED � I � . . I I I i 11 I -------- I . i , , J, - It I i �� ` - ` fr ti` :1=:1 1 i " 111 "I I � . 10 ' Ell , � I I 1 1 � 1. -, � ..L I - �' ' , - 7I �,'___� � : Jil- Z.. PiWNUM SPAICERS 0 12 I/?' : 2 L I - : � "' � , � i I i � � I � � w_-7 0. C. (SEC ON SHEET 11.) MI.. � � 1�6"ul FOR LIMITATIONS FOR i I � � SEE NOTE CD I SEPARATION .L. - � I Mm. � , ; , ; � 1 1/2. LOW simm V � PANEL LENGTH i RAWL 'I.McNaini i "� � , L� �; =I " I I i- (.110 � I (SEE SCHEDULE ON SHEET 3) (SEE SCHEDULE I ; ON � � � I �, , , - PAM MAIL TEM" ID OR PANEL WATE I- I I i ON SHEET 3) A SHEET 3) t 0 I ! I � I j� PLUS (sCE SCKWX ON stor I I) 'Ve' � I i "I �. I I I � I i 9 O0. . � P It I , ,-�. I womemomm SEPARAT04 I I � , . .1 I I I umm 00 r-a� ; 2'94' WOOD EXISTI " MG I 1 4 '=. --f .21, 1. GLASS 4 , EETSC . I - ,q) � PLATE ACQUIRED ; I , r 'ON sWEEY 3) DIRECT IdOU W1 SPAC 6 11 " I - � I - - - - I I * i � � - VA � w �k ALTERNAW 2W' 11 I - 11i -r_ : .., -_ 14 SCALE 318-1- - I rr 1i I' � - 0! 11 I ON SHEET I I FOR MAX. PANEL LENGTHS Ar I i 50% I -� IL - JI, 0 12 t/7- D.C. SEE TAB I _7 Ma�jl DESIGN LOADS FOR THIS INSTALLATION. , " 'a I I or *1, to ": . �, ; I , I I .1, -1 L �, , I- I i 't. � -!=:=�= , r 0 - I 0 z � 1 1 , , H1 L-J, I - j t� 0 12 1/2' C�t ; � . , � . , . � - __� . .....�,.---�-,----.-...---.-.-.-.,---,�.-I -.1- _ ___) 4' � I , - � � . I I 1 � � .1 - 1. : , WOOD Alac.om - -4" � . I � . - ') � ** lim I ": 11-L � I I I STAIDGERED W/ STUD i�__ 1� - - 1 1 ; , " 1 : I I 9%= Sh Win K I I1r LOW W- - , i I � �L 11 (SIZ SchmULE ON I �, - 4 I - 1, ; "L , ! I I ,0 -,--------I - I � , wrt I I) (1) onvikAng a LOVED 10 & ow pm I mow", � . I � , I , � I I - U4 I *am , MAX movor actor mew (Som a A nswom" opol '.4, � 2 WOOD 1 ' I I � . ' 1 . ' ,,- - : � omm mame OAMMY mom ON wm It). PLATE � � I" REWIRED , , � , , , � �?: oamm= � I, WOOD , , I = ; .� I . �1� -TS STUD I ;'- - - - � � �: per 3 WY 1 REQUIRED 03 *W-M octo TNW cowomm 24 FUND. 16M FINAME V " � ,;.A, , -- _j , . - - , _I I ULE ON , I , Moo" AT 0 2/0 oc, . I ft %,%X'.w=,, FMR W29 " so" IS SAM (;:�VSCHED = � � �� , I I , I 'I ) len, er'n a A Aamcfam mm 12 1/9, ot, W-CM AAVM ON , imm 41). . � ��: , 11) WOM ASLOT"f I I � � ! RtT" a . (3) w am IN& IQ AT I., 'MOM I I . 24 LDOM a LMM "I ANY *mom ;. I , A . ,� 1, MO 4 A OMIUMM MAN VAM PAM LOMO OUMD ON -] I I (2) "" sm" woom, to*," a WALL M hiOUNT ooftot&L omw 11). WKWdif w (s) =-,r:wgam,.&ca.�, ALTE 1 (4) $ 1/3' UM WAM CWAOW 011A VKL K AS MOM= ON , "%"" , SCALE 3/8-1, ow a or Z I= rhm OR as -1 I 6WAN ft" Will IOAX 1 210111 3 Ae Wafto W � -Is" ff - 2 I SCALE !1/4-0 I w MMLOW "a ONLY IN me CMV AM THE (71A WM4 OF THE n*W , MAIN%; � zokvl 1. 2 * 3 $0 . [ Ill$-*. . I_- ----.-- - � L . ---..- ______.._ ____� um EN ".. .. 1*�� , . FLORIDA BUILDING CODE (Won High Velocity HurrIcans Zonj . =-MrIgm : I . INSTALLATION ARE ONLY VALID FOR kiUI A,SD� : 4ma TIMM mc. : 40.44167 " 1 24 GAGE GALVANIZED STEEL STORM PANEL T.P I , � I. * If! DESIGN PRESSURE RATING (its 1) AND PANEL LEWHS * . . TIMM' 0 T 3 (EXCEM FOR . -Tor TOP & BOTTOM M UNTINGS CAN BE AS PER SCHEDULES ON SHEE .. I - I '� GLOBAL PROTECTIO STATE GP�-_- 11L 1E C 0 I ow N IMMUCTS. � COMBINED IN AW WAY TO SUIT ANY ALTERNATE 2W`) UJC. � _,.. INSTALLATION. I Rot.. .. . - S.- 5 son, . . , 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Oil, MKINS, ,AM OAAC. FL 333 '... '.... * .... .... . � A11110-1604 FAA (634)M-Bn? 175 =. 1U I TO SOUTHERN PINE No - Z-AM-4,57F. MEMBERS BE 2. INI SPECInc DrAng ft I DENSITY OF O�58 OR COLIAL c�ows7is oolito 1110111jon E. I j VIM wkn , . "Llm A Zff - pa rLom "167 .- amewis ______ I I - - I GENEVA NOTES 111111�111�;� AZ.L;��ftm (C) IQ- -�M#--VEU*'X,-Cdmu-x,�a.'&�Mmi; OTMENT (PC 0.) t" KEN VERIFIED FOR COMfVW,E IN ACCORDANCC . 1/-'# tAmPCGN HORS, AS MMUFACIUM NY O.W SWILDETI, INC WIN THE 2020 (70I WTION) Of THE FLORIDA VJWW CODE TI STORM P94EL SMALL Not BE INSTALLED AT MICH . #14-10 PARCUMTE FEMAJI 0 AND PARELMATE PLUS ANC40AS, AS W"ACTUACO BY ELM CONSTRUCTION PRODUCTS O"CSK VELOC" MURRrAW 2 (MLW-DADE / BROWARD COUNTIES). I- 1/4*0 LAG SCREWS PER M.MS, DEMON WIND LOADS W"MhWb AS PER SECTION 1609 OF THE ABOVE MENTIONED COM FOR A BASIC ONO It"i - 7/t6*9 , 5/9" WOOD BUSHING. AS 061141MLITED BY JILL POW SCREW. SOLT & SPECIALTY CO SKED AS REUUWD JVRTSQRCYKA4 WMEK STORM PANEL WIU BE INSTALLED. AM FOR A DIRECTIONALYTY FACTOR KO-041!1, USING ASCE 7-16 AND SMALL NO EXCEED THE VMIWM (ALSO) DESIGN PRESSURE RATINGS INOICATOD ON SHEETS C 1) UNNUM THIREADED RENETRAIM WM WOOD OF TAPCON ANCHM SMALL BE 1 1/2- AMC 2- nom ELC;c PANEL"t PLUS 3. 0 THRU 12 At 17, ,6 W PANCIMALL FEMALE To IN ORDER TO VEM" THE AW'd CONDITION, ULTIMATE M54M WIND LOADS GErMiNED PER ASa 7-16 SHAUL K FIRST REDUCED to ASO. DEMON PRESSURE RATING BY MULTIPLYAC T40 BY Do IN ORDER TO ~AK THESE W/ MAX (ASO) cz) milemum TKwAqw Pamrommok of LIN; sckr*. INTO THE III= FRAME UNIT SMALL K I I ir No THREADED DES" PRESSURE RATINGS INDICATED ON SHILET ,N T4RUI 12 & 17. 18 ' PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED THIREAM PENrMWN AM IN OMER TO VURICY TWAY ANCHORS ON VHIS RED TESTIED KITE Hill OWN STRMWO, A JJX INCRENSk IN ALI-Q*AkF. S 3 $Till-= fOR WM LONCIS WAS MMIT USED I" THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN OrrM'NED IN C.3) MIN"JUM (DOC DISTANCE OF LAC. SCREWS. INTO WOOD WALL K AS INDICATED IN THIS DRAWINC ACCORDANCE WITH NO$. 2010 Is STORM PANCk, AMOUACY FOR %WACI AND WIND RESISIANCt OAS KEN VEFarIED IN ACCOFOANCE W" SECT" 1602A.2 OF 1 CA) MINIMUM PENETRATION OF *000 PUSHING SMALL ME 3/Sm ,/4 IF- 20 SCAM USED SHAAI Bit 1 1/2' LOK MINIMUM THE AWVT MENTIONED CODE AS PER AMERICAN TEST LOB OF SWIM FIOROA REPORTS 0001401�01 AND #071902-02. AS SHOULD STUCCO CXIST, AM I* MINIMUM FOR VRALLS VAIN NO STUCCO PER SM T2-99 & ASTM C 330-02 STANOP"S. mu Alwalcm TESTING LAB SOUTH rLORKIA REPORT jitI03.0-10 AS PER IAS-20 AND TAS-203 PROTOCOLS, ANCT AS PER CALCULAT"s PEIRPOFWD IN ACCORMWE W/ SECTION 1604 OF YHE I CS) IN CAW THAT PRCCAST SICK. p PRECAST CONCRETE PANELS STUCCO OR WOOD BOARDS ME IOU"D ON THE EXISTING ' rLOMOA BUILDING CODE WALL, AMMORS SH46LL ME LONGO GWII TO REACH THE MAIN AC BEHIND SUCH rANELS. 0 ANCHORAGE SHALk FK AS MENTIONED IN C 1). C 2) It C.4) ZL ALL ALUMINUM EX11MIM 10 K W63-10 ALLOY &SO TEMPER Umtrss OTHERINMir NOTED) SEC SHEET 2 (0) ANCHORS 34AU WE INSTALLED FOLLOWAM ALL OP )ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCNWS MANUFACTURER. 3 OAL ALUMINUM SHEET METAL USED AT rAO%UtUs SMALL HAVE jlicl�-HiIt ALLOY 9 PANELS MAY ALSO K INSTALLED 40FOZONTALLY FOLkOONG INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (smun A 4 ALL STEEL SHEET WEtAL PANELS SMALL HAI4 StRUCTUft. DOWN STEEL AST4 A-653 GRAM 80 MINIMUK C-60 GALVAMIED THROUGH S) EXCrP1 THAT HCADERSO &a SMALL NOT St. UUD. 'I ELL DESIGNATION */rY- 21 2 k. (AFTER ROLLED). 9, IT $HALL Of " RESP04SIBAUTY OF YWE CONTRACTOR TO VERIFY THE SOUNONCSS OF 11-r. STRUCTURE WHERE SHUTIER IS TO BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 516 AISI SERIES OR CORRO" ftEANT COATED CAM" STEEL AS PER D ATTACHM TO IRMURC PROPER ANCHORAGE INS 144UTTER SMALL ONLY BE ATrAC:HCD TO CONCIREM OLD" OR WOW FRAME BUILDING& - 500�8 W/ 50 kvi YIELD STRENGTH AND 90 km TENSILE PRV474 AND SMALL COMPLY *1 FLORGA BUILDING CODE S9CYQNN 2.i " 3,4 10 E" RECULAR STORM PANEL 011 LENCTM OVER W, AS PER SECTIONS 1, 2. 4. 5, G AND ALTEMMINtS )A. 3w & 4W ON 6 BOLTS TO ME ASTM A-101 CALVANIM STEEL OR NS4 W4 SERIES STAINLESS STEEL WITH 38 k. WINIALUM YIELD STRENM SWEET$ 4. 5.1 & 7 RESPECTNELY: THOU HAVE A LEC61 AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TIDNAAIT TO SECURE PANE S WITH APIRL)CASLE REINFORCEMENT DURING PERM OF HURRICANE WARNING 7 ANCHOR$ TO WALL SMALL HE AS FOLLOWS 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAkI ALL SHUTTER CONAPONENI EDGES WHICH REMAIN IN CONTINUOUS CONTACT Wi THE SAOW TO PREVENT WINI INTRUSION (4) 1%LlAMTm..e9TJm_C01t1=C 114-0 TAFICON ANCHORS AS MANUfA(,tVRtD BY I TO. BUILOC9. INC (Ml,, 1'e-3102 P...) 12, STORM PANEL INSTALLATION 4.1MALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM 10IONG REGULATORS . I Z ?/a* CALK-114 ANCHM, AS MANUFACTURED By OEWALJ INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, ..P,- . I/ 3/4* SOLO-SV ANCHORS. AS 051141511FEI) BY ALI PONT SCREW, UMT & SPEOALTY CO, (MI, "C .3000 P--J; 13, (0) tHtS PRCOJCT CV*.UAl?Ot4 DOCUMENT (PE.0) PREPARED MY THIS ENGINEEP IS GENURC AND DOCS NOT PIKAADE INF~tXft - 014-10 PANELMAIT F11A4LE 10 A PONNELMATIC PLUS ANCHORS. AS MANUFACTURED on ELCO MNSIRUCION PRODUCTS. FOR A SM SPECIFIC PR=CT, �0. WHM ?HE MITI CONDITIONS DEVOIC FROM THE P ED - 1/4-0 tAMAC NAkL1N A"CHORS, AS MANUFACTURED BY DeWi INC (b) CONTRAOTOR TC, RE OtCPVNSSE MIT THE SrLW*N. PUR04ASE AND OWALLATION INCtJJCi LtFr SAI'M Or THIS PRODUCT - - FOR FUC ELMA AND A 1) 41NIMUM F64KDKW OF TAPCON ANC"OFIS INTO POURED CONCRETE, MIALL BE 1 �14, 7 . 0 PAN TE Bk%3 (IN INS PIT) PROVIDED HE/SME DOES NOT DIVAtf FROM THE CONDITIONS DETAILED ON M DOCUMENT CONY11"TION SAIIETY AT SITE is Ta CONTRACTOR'S RESPONSIBILITY - FOR ZAMM 1 314 NINUN AWHORS (C) THIS PROOLV EVALUATION DOCUMENT WU BE COMMIERCO MAUD if MODIFIED A.2) CALK-ih h SOLID-Sn ANCHORS %MAIL Of CIRKWAD 7/6* INTO THE PTJURW CONCRETE. NO EM19ECMCNT OTC STUCCO SN%L K PERMITTED. 1/4' JI-20 SCREWS USED SMALL BE 1 112- LOW MINIMUM SHOULD STUCCO EXIST (4) SITE SPECIFIC PROJECTS 51-ALL BE PREPARED BY A FIOROL REOSTERCE) ENGINEER OR AKhfTF+CT WHICH VALL BECOME " MO I m MINIMUM F WALL$ WITI1 NO $TWO, AND MAY INE HELAIND SCFSWS OR ALI THREADED SCAM W10 KENT, ENGINEER Or RECORD (EOR�FDR THE! PROACT &RD WHO WILL ME RESPONSIBLE FOR THE BUT WIT14 *we muorrp PROPER USE ()I THI, P E 0 GINIEVII of RECORD. ACTING AS A OFLEGATIED ENGINEER TO THE P,E.D ENMNLER, smu sulimel to �H,s LATTEIR THE SITE SPECIFIC DRW"S FOR ftvfLw ") IN CASE iHAt PRECAST STONE. PRF.CASI COoKRETE PANELS. PAVERS. SITUCCO OR WOOD WAAROS K FOUND ON IKE EXISTINC WALL OR FLOOR. AN MOM SMALL BE LONG DKX01 10 REACH INC MAIN SIAL)CIVAM SCIOND SUCH PANELS (.) THIS PE.D. SMAILL IMM THL DATE AND O9IGMAL 3EAL AND SIONAIURE OF THE PWLS1,10" ANCHORAGE RKAU W_ AS MEIC471014, 0 Rd A 1) AND IN k2) ENCANEER OF RECORD THAT PRCPARCO IT (0) TQ_"§m,&Qwj=.AJ=_w"_Avx_O.:" 14. SHUTTER MANUFACTURER'S LABEL SMALL K LOCA?0 ON A READILY VISIBLE LOCAMN At STORM : 1/4* : TAPCON AW.MORS AS MANUFACIURED BY I I W BUILDICA, INC. PANEL SHVMA IN ACCORDANCE WITH SECTION 1709.9.2 Of TLORKA BUWNG CODC. ONE LABEL SMALL BE PLACED FOR rVEM OPENING 44MING TO COMPLY WITH SEC" 17099.3 fl� THE I 1W 1/8' CALK-114 ANCHOR5, AS MANUFACTURCO MY OFSAILL INC FLOWDA BUILDING COOL ,- - 114-0 �/4- SOLO -SET ANCOCIRS, AS OW140M BY A" POW SCKV, OOLT & SPECIALTY CO . 0 14- 1 0 PANIE; MATE FEMALE ID AND PANCLUATE PLUS ANCHOPIS, AS MANUFACTURED V fLCO CONSTRUCTION P 1111101 Ok - I./4' 0 ?NMC NA44M ANCHORS, AS MANUFACTURED BY DIEWAL7, INC �;.. . III) MINIMUIA CMBEOMFMI OF TAI ANCHORS. OM PAINCIMAItS AND 20AAC NALIN ANCHOR, INTO THE . �CE ;r7�1 .... .... FLORIDA BUILDING CODE High Velocity INNU Zon &-MR UNIT SMALL IN 1 1/4-.. . (Nw cons .. %,44 9,2) CALL -IN III MO SET ANICHMS SMIALL ME r.MQECKW,D I/$- INTO THE CORI 4will- -PERMITTED. 7 ' 1. `,UUM, MROP. - 24 GAGE GALVANNIZED STEEL SYDOW PANEL .11 ...: .. STUCCO SMALL BE 1/4' A-20 SCREWS USED SMALL K 1 1/2* L r1mo EX 7.11111r.V1.4110.1 W. * AND I* %OPIIMVM POP WALLS WITH NO STUCCO. STATE ' -k - 15 - i /I 11LIECOine GLOBAL PROTECTION PRODUCTS. I.I.C. ""' - ' CASE THAI PRECAST PRECAST CONCROT PANELS. OR K TO * ' �4 Al _4 � . I . ..., . I "" � 4M S. III COW OM * 83) IN STONE. OR Sn= WOOD BOARD$ UN EXISTING W&L ANCHORS SK-41 AS LOW. ENOUGH TO RU44 THE MAIN STAUCIURE BEHIND St04 PA� ....01:111 .�.. .. I . -- 30: Ii... OOL IL =I. 20-175 ..... � AN S16 - ANCHORAGE SMALL BE AS MENTIONED IN III) AND IN 9.2) �4 - _=17t.- � "goo -M& m cmtt)mw�rm M - �' *4 111011111 tw, -x w^lxcNAT,to%�Dmr .1. 4=4019155= -1 I I I- WALM X'm * - At w, ! I I Ber I -is I OLME ON - * L ANCHM SHM ! � a COKF9 THROWN* to; INSTALLATION DETAILS FOR REGULAR EANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES =Cgir � le, Come" =� CONCRETE OLOG' �j mm,wro GOO( CD. , , - I - , CONCRETE ARCH= ". , SHEETS I THROUGH I CQKft-M BLOCK , - " NEWREO, 0/4* � L__ 0/4" �, 112. D (2 I � .f I " 1 - I i I , / � , , , " "' ;� .1�� .", I ��'.....` '� , E=44= : : Cl) ip i 8 . ___ - - 0 ,j" I - ,. --- 1� - wim --- I .:_ -I-I t"'API lvampl v - �&==�, A MR, 9 I SEPARATION , I— TO GLASS. : i �1" Woorr.) I SEPARATION TO GLASS. DUST (SEE SCHEDULE 4 =5-1, ON SHEET 3) ,),�, 1 1 V Mo, ' (SEC SCKEDULI ON SHEET 3) 1 '7 PANEL LENCTM A I I I I (SEE SCHEDUlf ON SHE" 3) R 0 CONC.RM ANCHORS "P - - L � i no - q, � (SEC SCHEOLAL ON i 8 SHEM 9 THROUGH i 14 - cu z . -� wx ILI &vsi "I", ,�� K , - ,-�jt', �, I I . It 1';,� I 'i'! _�., - 0 OF MAX. , . - - - - I I � . I � s ,'f,'� IL, 'f,' 9 .1 ) I 1, m . I 0 Is v :�� v v ��"'-?,.� _ �"".il�,,��,��,,�'I'�i�I'l�I'll�l, - I - ,�;`!l �' Hrif ED I f " '� . _; . I ";I I I � r , " E.11. , -� 112* ,�-�<, M�l j - . I I _'�11,11;�_'?, " "' �1�*,A � I ,�,� --i I ,,�, EXOSTR40 � ,�� ', VR- � �, !I�' "I pj . I , I � 11- ",". -,�� I , � ;9= MR-0041.04 19" CONCRETE I �� BLOCK -,, wit"m &= I I @__ -to - w- 1 ./4*-N.I, 54 04 0/ MR , Ir � I _ �� ", .,n,L . _' - * " ' . REQUIRED, � � l�, 11 , - - ALTERNATIL .� 1 I LEG LOCATION , .1 � �1 I I" 1! I XT~n CONKCR[TE_ gaelo NORM .. r , ! AW.J� 1, CcWCZV ACQUIRED. EXZ (SEE SCHEDULE ON SIT SHEETS I reowucm to) SHEETS 0 THROUGH Till 6��11!1111111[10111jll 1 fill �rl �.� 42m NOTE COMIINATION Of SECTXNIIS� F-D. - VINGE DWANCE (SEE SCHEDULE ON TOP III BOTTOM MOUNTINOS CAN BE SHEETS 9 At I 0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1_1 . - ! L i � � - . 11 _0) � ... ** - V. I , I I Loam 0OR r-d) OIK FOR VPNIL f I! It' M_ 1 1 PANEL LENGTH � (Sm SOCUL 11 I I ON S*ICST 3) I 1 - f', � � I I I � SIX i i Of v mu. I i ; I I I I @ � I . 12 11r GP- � � I I I i � i I 1.111, � T M[11177=aot 'I I CONCRETE ##Ooqm . (SEE SCHEDUUC OR __4 SH" 0 t"*OUOH 10) .1 'L L I ". 30 - Q6_�/.." . . 1 1 ox, I _T_7 '" , �i. 01 � '� - -,� '��- ��,�'�'�� """o � ,�r� �,�'�', ': I i � I I Wn. SEPARAT i [ I 1. Met. I TO Clum"ON -4 (SEE SCHEOIAX i PANEL L ENCTH (SEE SCMCD1JLC I ON 7. 3) I - ON SHEET 3) �11 � .1 IT . .. ' 'i I I � =1*41 I - -, � -:,� ,�� ( ....... - � , ;, , � " 77 ��, i 1 ,i) ,.),",L��, L�-,.; � , �� " . ., " " " ::: CO. ," �111'1 1,,",; ", "'. ". I I 1� �� i� �, . � 1) � lu I .1 I , . . AS APPLICAAE) j 00"CRE I �.. '1�1 �,-�g (I. ==__ - ,� Q - L - 1 SHEETS 9 THROUGH, 101 4 ',I? " �� ,�L�� ONLY WHEN SOLO . ,�� .. L" Vt COIX-111 Mc.'HM ABC USED ho:�& WHEN COSTING POURED COMO" OR CONICKTIE MDN PANIELMATIE ARE USED S REOVOM, 11 . IMIC-'.'J:itf,'tWA-li�3xqo,[.Ifl,I kiiiliTl . W INSTALLATION DETAILS FOR REGULAR PANEL 111) INTO WOOD , �.,- � .%, v , ,,- , �. , I -, , , I ; 11 _ 4*.r 4, - I I , . ,� , :- - ��, , - I- - . 1. _= LEG KAM Me'lZIMAM � , .�' I � �, ,� I . ". I , - 11 � . 11 I , , L _ I I " � , _ KAM TO 0 E-C= VOID .-, �' , " __,�._ - Ej - �_ I , ..'�_ REGISTERED � I mmuor OR . I I I I I ��, L / - ' " " :: � ARCHITECT PRIOR TO SHMER ,, ,� I I "I , 11 I NPALLATICIN. '. , � � � 1-1 VIM mctlop�&_ .� 111- � I I �!� i I � .... mr ANICHORS ALTERNATE -, 1, Mi. -, , r ;a%*' MU WASIMPRIAT I 1 ,CD-4-00- , SCAKDULJE ON (SEC SON -_ - 1� " L, , I a I . SHEET I 1) SHEET t I! 1/41200 ; . 1� ._-_mii a Is .1 W/W �'� I I I;-j ,/2- i " --,, 121/2-04. , ,� t-I's I ,, i �� - 114. 1 , . ; I , � - 1/2' _ __._____ . 11 11 mm� WOW H . I LAW . - I � f It I . -1. - , RE , � E I I - i ouw_n , ) , ,� . , '! � * I tv. ;�_,_--_ i .%*11 , I �, � WOOD ANCHORS j '. - , "I I I i � (sa sencamilue OR- � Min. � I 94V I 1) I, �', 1 0, � , I � , I � ; W. �� I @ I _( D, � u I Asiz W, . : I E, Fj;� E�,��]__ I Ill* i - - ; ON SWEET 3) I I I " mi,,, SEPAWIGN To GLAS& lv._Z�a : Fuk � v "It 4 r isa sNow ON SWEET 3) , , ,.A, ,, �� ." � M I = .M., I . a.0 PANEL LZTCPI I *L* MAX. I -_ - --- - - =_,� I I NK 00 own (SEE scofmour : 4 i , __ - - - ..) PANEL LENGTH I P_ I UM"om Y_111 a" SHEET 3) I (SEC SCHEDULE rxislimi L, I , .- , ------ ..� - -L _ I � ON SHEET 3) �� I I I ----I'- , -I -_ , I 1 � I -�. I - i � I - __ -_ - - - �S.. �:__�,L_ I , __01 � I I I i � 01 or 'L, 1 SCSI. : I I I OF 'L - &-, 1 _j MAX, � � - _. 0 MIN, I ; q) : i I 0 12 112- O-C � I to �� -A � , i I ,.,- I � v , 1111 L .- . - : IT , -1 I , 14101=1 i � 11 i . � QJ-01�1.1_ E I , I I ac L, A '4I I , .f t -1 .. I .... -1 - : . [I :, .1 �� : . i t I -_ - - - 9 I � i .... .... �_.__:� � ; I , � . -1 -...- - - . � � , : � . ] V. 2%*' - REQUIRED WOOD PIATE _ _ � % r, ... �, _ - - . Cm REQUIRED , '_ � � f 00 ANCHORS WOOD ANCHDRS L I � SD SCHEDULE ON - a - = qIt - 'L , � � � ,� SWEET I 1) _�' ,r _ - _ - . .- .. = , I W IT) - �_�_' - : I I L--"-,.] . , . I �-- -- 21 ww" - - , I � , � - . Crium UNTING BUILD -Ow 11MUNG GALM-M 9 ALTERNATWE - V, SCALE 3/8-1* IMI SCALE 3/0-1- , . ;,�F. - 1000"A CE I., /4"... .,,%� N-4.0":." .. NOTES, * I .1 NO. 44167 ' NOTE FOR COMBINATION Or_jELt=: I I - . FLOMM BUILDING CODE (#on High Velocity Not, cone Zone), 1. INSTALLATION ARE DWY VALID FOR MAX. A_S.D . - . * TOP & BOTTOM MOUNTINGS CAN BE I... - "M Iqwm Ric 24 GAGE GALVANIZED SML STORM Pam "I'. DESIGN PRESSURE RATINIGG (p.sl) AND PANEL LENGTHS SIA; OF .� SY WAM MY I � COMBINED IN AW WAY TO SUIT AW AS PER SCHEDULES ON SWEET 3 , . . INSTALIAMON. 2. FOR NIEW WOOD FRAME CONSTRUCTION: WOW 01%. 'O T' ., �, atnInn , � - zl� . _'F:�-�' / 11L IECO GLOBAL PROTECTION PIRODUCTS, U.C. I - am- - MEMBERS 10 OLE SOUTHERNT FMNE No 2, IT/ SPECIFIC �j � DENSIT'l, OF 0.55 OR EOUAL A I I 'Allf-407r.14L,) a awou"s Go~ "wFT-11sw ,-,'u .. --- - ,,� ac It ft Am. "..'.. = m 20-175 INt. I - 0.1.6 OWNA*-Ps,W OAK, M"*"?w / .V �um tw" �omis PJL WAVVAk^YUK/wt Twir il- III !�, -1 ___ Wiw.j � 6=- 97 , I FE59 . i ow I w III I I -0-0 ?) I = U) -a -Cu > C) (D -c .&_0 .6-- =3 2? L_ -0 Cu CL . .0 C D C 42. C-) = �3 .6-0 CU Cn - CU CD _40 , - U) CD C -0 2 0 0 'Q -a -0 a) 0 a co- c = 0 0 U- 3: M .- C) = 4-- C) Cu > Cf) .- = CD U) Cu L_ "o - 4-0 -6-d Co L_ C_ Ca- �_ -0 a .- U) < It w mi 4 z z . "m I CIA cc ;I - CD -IC " - t = C= w =. = m m - _= C�4 )1-C _; = .!2 m 0- - U) _= = w -:2 2 cc - w .3� - CL = Ill W .s. . E = = W C2 = W - -x - 3C to Cu aI_ = w = - . 5: w = .!= a, _� = - - _�, W .112 % 0. 1%L_ 4 =3 CWWW I U) a) C CIO 0 m " " =3 Lu 2 < z z < _j a- _11j a) a) = U) CIO > 0 " 0- 0- < _110-0 0 =3 -0 0 L_ Q_ (1) Cn Cu m SHEET NO. SH 1 .3, END CLOSURES QUAILS FOR INSTALLATION IN POURED CONCRETE. D STRUCTURES: VALIQ FOR REGULAR. LIE SAFE & E-Z MANG STO �' - ..., I ` I I... 1� - *1 �- I ,-I--. - (J) "" ,(9 OR � S=M= :; 1 I *1 I& ;w .,�: I' . r , ,03' :: , VARMES I ro* "m nmaff 9X Go% '.. 6' voi.-I 60.3-1111 IUM =Nx ;" " . t ft'DUM mw mm It.00 , 1 3X '�,,, . j , * I,- --- - VIPCON 0 it .C, 11� Poum comolum Go �.�� c I 1`�, I 1/0. . I 1/1 � � I 2 lIr �� I - I I.-, wowla =OW=bl -1 . . Ir a I & �.; 2 xwtmw I L -1 OR(3 , kfiin,�- I � "Wt AVO .., ' *Z" - ..... �':�,":711 �J��, L. - i 1�1. - �,": 711 .,�,,��Jt 11 ' 5 �,.,t J, " N ,,�� I -, ---L. , ., .. �� ( I , ,.� ,j I ,- - I ' ,/.,. .'"le 1 1 -717 (Ul ,�mfl,ALNGL - I N i a 12* at 1 21 : 21 . �ftb: . . �"- 'T , am to - i ,'I ,,- - I 11 �; VARIES . Coo"' - / �, " 2- i Ilk 1, .. S, Kim 117-C L x ALW. AMPLE ON L12 141 V... : 'DWI 310-4154 9"I Poi" oomwm cw_lww , I ,q I " , j 9 4' It ,2w � , 4 t� --I -- - - MFIAL ALUM. Ban PLATT . . SLOVII am 21.41 wm Flow 3;03-Hl 4 on I , :-, ( �- RLGLKVM , 1/2 . F 1, 2 . ,,- ,��//- = 4LOT �'. -, coal- a , . cw� , Mi., - I i-/4' 1�� MOV. "'. . � .,� � --- I - - - - - - - - - - - j M. w I i - " I/4- 0 WT 4 - . 4' . .02, 0 12' CC- 31115-41. OR 410113-Tv 1,1110" W/.kc.wp C� *- Nam CASE A (PLAN) CASE 8 (ELW SCALE 1/4-0- SCkX 1/4*-I' SCALE 1/4"W SCALE 1/4'-I' 11 I � SOUo-5lT ON CALA-M , - 1.11, �11 '=PZWIW - . -= t- . ,WT m I ,�, ��" I.- , I --cs) 3 19 J9 o. =,=, oft . ?,SX MM 0=%R , an 2%4* wooll SIN ==x �- , (MIN. PANEL , E -�� VAKS rpAw owoLw4D AS ArKrJ=J to & 1.) `�- OVEMLAIP BEIOW 2"., WOOD PRIOR ,:; 'Ir mia- , (1) & (m , CONCRETE FKOAIKD " OPDN4 *VIM) =0000NOWIL, TtFll... - ,w wm rmw 1 ��.., 10 1=1'ik`,:��kll'l �IL . -1ir `i"�i it . 1 3 I- tt- -j � 7 01, );L I % fila- - . ! � wwmw ', Z, - - � " \'L , � �.. �, . i�a�-1 ,,, It ,� , 410'� ". ,11 11 ,,,, ,,�, ,� ,-" I. 1, I", 11�.� .. I VAIVES -, (t,a cR4 - = w Z N= FRON' 0 I / ,--,, 01 ,� w PAIVILLO. to ir m- I I km- -1 - -w i I X - 9 0 DISTANCE -7-,- 7-- FMI : I 11 � , I /---� I- �� - I J - , � 1`� - /- Z--`H%::-RF - SCALE 1/4*-I' "r = 9I.Tam ,,!/ \-.-/ "orat VALID MR DIRECT MOUNT INSTALLATION ONLY At CERINIFO PANEL INSTALLATION AT WALLS W1 (.* SURFACE LEVEL VAA&ATIONS WrTio" 3/4' FLORIDA BUILDING CODE (Man High VVeloolty MW loans Zone) � -:�. .. .. : %mk Vc. 24 GAGE GALVANIIZED STEEL SIM PAWL I.P. , SCALE 1/4--t- SCALE 1/4--l' 0 ... or, .. - - -- -- Ck*k Or, * ift . -.. , I . - t"AM ves - - V`JAIV "II.011. �Z 11L1EC0,SB.a.%0mLI` ROTEMM PROMM 11C. ",001 "I " .m IV. 11I sow . �%� XMIN . 0". m 31114 IN, 20 -175 'Maw. A I "Cle. (04)M-7Mk Fn M.)01""7 P � ,r,w - - ----- - -- DPAWM ft 't uk,a&WUKfon C.10ow's lIm,.! 0VoNVN` i . = IN 0.6 i* it --I- fi,59 i i 1 own a or a . MAXIMUM A.S.D. DESIGN PRESSURE RATING (p-s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING STORM PANIEL(OINSTAUATIONS INTO V=Q SMUCTILIMS (VAUD ONLY FOR PANEL (DiNsTALLATioNs As PER ALTERNATIVES IW THRU 4W, ON SHEM 6 & 7) MAX. A.S.O. DESIGN 7 MAXIMUM ANCHORS SPAM FOR E.D. - AS SHOWN ON SHIM 6 Ill 7 I 0 ' I , `A`U` I 0 MAXIMUM PANEL TAPCON LAG SCREW PANCLMATC FEMALE 0 PMELIMIE PLUS WOOD uu� PRESSURE RATING (P.J.) TOM * Two III - - el. i& � LENGTH % - (R.) 1 13' lr------ IV tr 13- ' ' - -13- - " 0 " (mm !. - 13' 13" I3-7----TF---- � r - I-- " (BOTTOM) I ) 6 1/2- -- -iTj27 -- S'T/-2--- ' 6 iii� i I / -ii�z: ...... - M M mm - � I - . --.-. a. - W a I/C -,---G;---*- - - 12 1/2* - . � - -- I� - -- , . I 0 1/4- 4 / - .... �. - ----- - - - -) (borra) � I - - - .iilipi.- ( ) - - 57-0, Olt LESS -- . S7. ... ----- , L-.--- --- " - - . - -----...- - - - - To "T"N" Jw�- - - ... .... Ir - ". ---- I 31 --- 3 - - I . - 'i (top) -( - p . ) --- - -!�-- 3 �-.--i !- -� -... .." A .OW45 - . --- ------- Is. 13' .. is, 1F---------i13"-- Mariam) I 13' 13* -- ----'--- 13' ---" - --"- 13' a 112' IF (Mo) IT 0 LESS --- 13' _ _ i r _ ow III "' - 13' Ir Is- - -- GLT- --i-lj2�--- -- I/ 2 - ITOP) ---� -1/!� ------- - - 4 1/2- - -...-- 4' -----!--1�2:----iI/2' 0 1/4- ---.-...---...-. / . '� 12 1/2* -- , A. a !fz _ - - a I /4* _ - - � _ t _ .. - . (90111, 1) -`- .- 7 - I—— C., p2t) -- - i,W-O" I TO 4--4- ---,-.-". 4 1/2' 1 ,�-_.rj --S-j -- 7- -f---- _ 1 _ 3iWl (Wnw 0 - __ to 1�, _!_1 9 I _ _ _ it-__ - ,il I . :_ I- Z. 1 IT IT (ITR2� -- I ,5 -, 1 I - _i�; I_ _ i ; i I/ - 112 - . WTMM)l I ) -j - ISEE TABLE #1 FOR WX A.S.O.-OESIGN WADS & MAX PANEL I.EWTHS IIIHIEN SPACER 0 IS * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I MAX, A3.1) DESIGN PRESSURE %&Two (P-S-0 MAXIMUM ANCHORS S9*,CM FOR CO. - AS SHOWN1 ON SHEETS 6 & I APPLICABLE TO Am"Im AUTI.Y. OF THEM mokwum PANEL LEW, % 00 TAPOON LAG SCREW PANELIMATE FDAILE TO PNIDA%TE PLUS WOOD BUSH= Is- 13, 13, 13" - 13- --w ,it is- --- i-F- --- Fi�---�3�,-----W TW(Oww 4 1/2' a 112 . - il-�iF 8 I /2- i -1/2- W-RiF- +43, -45 to +75. -75 --- - - - --- . ---n- 7 1/2- - 13'_ i-F - __ _7 I/ , .11 .? - ow ----.---- . :Ii3�--- : Ir ----6 1/4- - � . ... ..... I a. ..--- or -- -- - � Ir- - -IF � 12 1/2- - I—— .- v 8. � - � - . jr - & 6 ld� - ... .... - K!!�!), --va� 51-V oft Las . -L'---"- _ _ _ . - - . - - - 13, -13- mmyoo - uml - a (WITOM) 13, Is- to' III (TOP) --L1:--- Ir 6 1/7. - -- -ir - -- . Ir.- --- i- I �2- - 13" IT 6 ,/4' to WOM) a 1/2- 6 1/2- 6 1/2- 2w (w) - - .- - 4 1;�2-- ----.------- -- - 6 1/4' , 12 1/2' I a 1/4. 2* (wri..) >5'-O' to 71-r -- _`�� 'I ,/2* I 7 1/2- ---- -- - 30 (TOP) L] v -�� S 1/2- I " L. - W - 30 (BOTTOM) ". - 12, - -:: 13' �-7 13, S 112^ 4w (1w) , - " 7� 3 -------Ii� To. 0� Ill ISEE TAKE #1 FOR MOX. A.S.D. DESIGN LOADIS III MAX. PANEL LENGTHS WEN SPACER 0 IS * USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USLAI a . A.S.D. OESM LOAD MA)MM PANEL LEW" 40 PSF OR LESS 6*-e, > 40 PSF TO 50 PSF 6'-2- I > 50 PST TO 80 PSF - 5-10. -i 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE JPALE ID OR PANEL MATE PLUS ANCHORS & W/ " �P,Wjk%11�4-1/2* D.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR PACING SCHEDULE Fog REguLAR mgm P ') msmumoms Iwo comcgui Amn (1 & comcgETE eLom smucTuRES CVAUD ONLY FOR PANa(DINSTALLATICINS AS PER SECTIONS I THRU 6. ON SHEEFS 4 & 5) MAX. A.S.D. DESIGN PRESSURE 111411140 (P-0.0 M11001" ANCHORS SMM FOR MR CO. PER SCHEDULE KA.M Ilk OPUCABBLI IND SDCD04I A f. wxwm 11.11, LENGTH -, (ft., wx A.&C. DESIGN tfilt RATING (P-011 MAMA ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW APPUQW 10 SO; A Ly PANEL LEMON MAPM`M` I , (".) UPCON - SOUD-Sv Few I IV PAkTLWA,rt PLUS Z�-NAL#4 -4N TAPOON I SDUD-SV 1136" 10 MW ZAM%C-K-JUk I -IN --1w " - " am" Ill m: To OMMZ a. 10 & 10 3k TV am=" k* - OF THEM - " to .%. 3k - TV .0= & to �4� DO&"' -1111111L. ill W - ";7I E;r +45. -45 OR LESS 13' . 13' ir Ir Ir 13* Ir � Is. is, ' Is, Ir Ir I (lop) 51-4` on Las 1 +45. -lb . TO as. -a I IF 'I tr Is' -3k is Ir IS' 'r it 1/1- - I (too) OR LESS I L�I: _ Ir 3- __L ir- IJ- IT' iY Is- Is- - Ir s' 13- .- Is- 7 Ir ---. t3' I (BOTTOM) - ..- Tiw-- 1 ------- 7i 13� Ir ir Ir IT Ir IT Ir -- 11 qV ----.. I W-) 5;--�3� Is` Ir Ir s Is- ' Is- Ir Ir a F6i�- � ir Ir 13* is' - Ir 'r Ir ii Is- IT IS" Is- n 11 If. I %,-I ly w-- -IV-Ir- _LJ�.. - Is, 3- 13, is - T112- 13 - ' .- ir 2 (pollom) 13* ' I Ir � is, t3' - Ir - IF- ii- - jr 3 - . -r--- I .- I- ". .- " , I - 3 - - - 'r -;i- i--00�)- - I . ' - - 713F , ��, l:r 13, Ir Ir !!� 11 1/2. 3 Mo) - - - .2 1/2' 6 l/#'.!1/�44* C 12 llr 12 llr 12 -- _ 11 1 _ _- 6 1/4 - S 1/4 - 3 (BOTTOM) - _ - _ __ . 13 t/2*17 - I /2' 6 1/4' 6 Ile 12 1/2* 12 t/2' - - - I - - - IT Ile - -F 114 3 (SKITIONI) - -F - --- 1. -11r � 17 , -V�' I - - -V F- 1. '. .! Ar a, .. 1. 1. .. - 1. -V- TVF i-FOI _ - I/K.-F... JM i'11F . e , " - S* 6 I --- a -- --- 7 3 - a' '. S, V 4 5a;j- - - �i�- ---- r ii� - --- - S. - 7 i�� - _13- �__ ,_ i' is - 1.1 __ is - ---- 11' -- r -- Tr - �i --;i.*, --'-- - -Tr -, - 1�-- -6-*- -, - a- T3---1r-'S - - Ir 131 .- is 1/4- - --- - - 4 UTTOW) -19 (TOP) - -E Is" 11 13* = I 11. 13, __ � r 13' -�. �. �. T. -- .--. T - ,; - - - --�s! - Is. ikj -,..--- - B*.. Ir Ir l3�- - - . I - is, ir .- -S�. Ir ur - I—— - -ILI: 1/2' -71-r �-(�� !.S� - 5 (BOTTOM) -Ir --ir - --T - 17 -T -- i - - --- - -Ti;--- -; - - T3 - --- IS i/4-1 i3' ---;T- - - 6 Ile - ir - -- li: --i-r - liw- tr -"- 13' --- 1 0 1 le ---- 3 MOTTOW) ,---,- , 6 CTOP) - --..-. a (morr.-I 13' - Ir -j�r. ir I�F- -4; ' . - 6 1/4' --I?L- 13. "it-- - 6 t/4- Ir Is. tk- - -- - - is' - ir ----- 13, Ir --Ti iF i7w .... - - S 114- j i I /.I _ _ -.-.- - --- . - - - - -- - -- 6 1/4- - �f 6 1/4- - -- - ---. Is 1/4' - V., 6 (wn.-) Ir '. 13, _ 10 1/2' 1 sr, 71 . Is* - 7' 7 4 1/2 1 r 4 1/27 1 ('100) .5,-G, To 14'-4' . - 13' , -__ Is' -Trk- __ !�_ 7 I/r -T-1 13 - 13 - 4 llr tr 61/771/2 - 1 a /7. is* 1 1/2, 15--e. TO #.-,. I j Ir 7' ir Is- 13" 9 1/2 . 13* , 2 1/2 _ !/j to 1/2 ? 1/2 _ 13' ir I (emmim) 1��_ ir -,IF" _ Ir - -�i - 13* - 10' Ir 10, --- it* Ir -- IF- I ii;iF I (morrom) --- 1 _-�: - Ir 717 - to i/2, Ir r Ir 7- 11/2 5 I 7F �77/:F -73 i (Mo) I . a 1/2' Ir a 11r 9 11r 6 llr 13' 5 1/2* 2 CWI i -n- r Ix" - - -- '-;F- --Ti' 0 1/4* -- -- ?; VVi- il�i 1-ii -- T 1 j2� ir 13;-, ii �ii� -W-- 9 i/2 V-1,;i i--tir -- - 4: to %T2 70'�/-i --7- - 4 i/2' "i 1/2 7 112 -' -- -, -- j� ,r -r I! -- i 114- i I/ 3. a i/2' -!�E 6 1/4' k7- 2 iso"w 3 CTOP) 3 (BOTTOMI) �i -- i �j� 7 I/r 13" - 13' IT IT -10---1i--iiIw-�l4* --- Ir ---- to" it* Or 'V---;i7i ..T� 13, /F 1� (BOTTOM) -ln - - . --- '�: --im-, -;F- - 13*_ 71 - - - JF -- . -, .. - ; - - - I. Ir 12 1/2,12 - -j - 13' TT 1/2, -j-'T- r .13" " 'i , _ _j-, 7 yr - - 13. 13* - Ir -I-- --- --i, I_ LIT i-TC-1j _ - �-- 1, I M �j ,/2. j /,r I 1/47 2 I/ F q'i-jj� - _ jj jr 6 t/,v 3 (borrow ..---- ; ,2 �� - r r I- r I. - '. - 4" ---,--- ! 1/1' 1 112' - ----- -- - 01� LL , :1.- IT IT , - T-�,� I 13, ,�, , T - : a . -T�` _ ir . ! - _I ! 1 I L! 9 1/2. r S' __!_ _ w. - 1 1/2* - !a I— 5 i;iv G 10 I/q . ID 1 -.-- r I/2'I rl 1 1L - TI /2' ir 's* - 4 I W , '-2 2 ------ (WITIMM) 15 (TOP) 3 (BOTTOM) B RU'r, [13, __ I_ r - -..--.-.---- - r -. - - '. - 1. - - 5 1/2 -1 - .L!/n . 7 112 _r _ - _ 4 (Barw , s 13, I a / Is' , - -- 'r --- - ur --.-- 11r --- 'p- :�Tl=�W- I . , /2- S I (TOP) IT 13" I—— a IF ir -123 -67 Ir to, --- Ir -- to* ll*�� _- -III- Ir 0 1/2*13 (wmm) I jl�� _7' 3 JiO 1/21 - !2: I' 13' i r .. , I I ". I "I - I s_-t4 1�/2 - : A 5 (TOP) tr, i�,- ---- a 11r --- 0 1/1 F 1j. � a 5 1/2 Is (top) I F_L _ _ _l7___ I - ___!_! Ij,j.,/.I. I _ , - 6 1/4 -16 1/4'1 - _ - T - I v a , wt ow 11 to ANUM Tor & SPACMIG $OR INVIALIATIMIS wt* gm rwAg VU%b"K I, iNWOM ANOMOR SPAnG5 AND MOWA 0% ONTAMCE W INDCAM *4 T46 101011" FOR ED LM DIAN *MICA= ON SCHD� MU ANCHOR SPACING V MULIPLIMM& SWM SON ON SCHOML Wt INS MLOW4 WTOW too TOM OP� TO K POSUkL RIDIM SPACM affwn L04 FA" Swu NO of un FMMM MINSAN smm "wo Im EAP. mow TYPE go Its SONEDILL ANCHIIIIII TM '� 1 I/,!- Lv Ile. We* Ile,l W.'s - w�e-M b�-~ Qm� - .. #ANN wmow O..) I I , 3 3 ,/r I In mmkown . I ---nT- I -- DOMICIL04 =am N 3 1 5 -a- I - ,;;�- 5 1/1 3 I/r I mmum. Mu mmu gA) FACRIN � I Y1 I - - - � "!� , - - - � � - .. --- , - . - - - - - - I 'A, - CA, - - - � . - - - - - - - - 030 , - - - - r iin 611, t .- I— f " I - . . on --tio - -- - I - 'le I—- - - - --- - . - - - - - 1.10 IN - . � I --iiii, SPACINGS ONLY V" SEE WILE 01 FOR MAX. A.&D. Ilk MAK. MSW:gM I- DESIGN LOADS - SPAM " 15 , I lmmu A "D. DES" LOAD U74m 40 PSF OR LESS V-s" > 40 PSF TO 50 PSF W-2- 1 5 50 PSF 70 GO PSIT V-10" A MAX. P94EL LENGTHS ARE OW VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2' OLC. 1. - , . - . I - . - ---- - W;HOR& (SCE ATM" IS ALTERHATIM ON SHEEFS 13, 14. 1 5 &I 0) ------,---. ,-- . - - i R-SA/13, 0-2A/13, R-3A/K R-1111/13. R-211/1136 R-38/14. r MAXI I +N-IAW/15, R-2AW/15. R-3AW/16. +R-1111101115. 111-20W/15. R-31111111/if. I* MK ; �- ------ -- --" - L- -1 -- - -- I ; : � � i � ! . L/2 I ; I � ,y#-#-zo.l- S4 BOLTS W10. � � I I L 1. (USE MR PANEL LENDTH I , , . I � : him t m . � I � 761 1 . � : I I ! PAM Lrmlm . ; / i (D I � � REGULAR L PANEL I , I : REG" STORM PANEL I ' I i � W-W 0 +40.0. -40.0 p.&I. I . I I . L . I � I I I I I ; � : � , I L I I T " �, " - -1 --- ! - � --- �- (w/ Gomm MID Lima LEMON GMT) ' � , � - .0 -------- ---�7�--- - - � --------------- - I - � � I UFE-,1 - -pl�`C". , I i I I I 'r-G* 0 +SOA -54.0 p,af , , i I S, Toom i ; � � i � � I . . I I : � . : ", . . I � � - . --I- � (W/O "W MR11 PAR& LOOM BOLYJ , I � - I - I ". . ! ' ' 'I , , , , * L ; I A, � � , . - ; . - � . : - I - �, USE 2'-V MIN. RA4M UDMTTW � 1�0� 1/4-0-20.1- : -0- ! � - - -, . I AT ALL MOLOOMM ; ; I ---- :- �1. I - . - � I I . 11 I � I I . -4- 1 AT EA. OVEZIP I : I � I - I I -,-QV � S.S. BOLTS � I .1 , � � L - I L � . I . %�, i - -- -, r- . _ L I I -1 - -- I i " I . , � - - . - .. . - I � , - I L 11 I . I .. f S' . L . I �, 1� . . . I .1 I I � I f- - . � -- - . '' '' � , - � - I I - , ' - ... ' ' I—- " L" � , L/2 , ' , I � I I I ; I . � I , -Ol� I �. I -,Ab.4 ' - " . -,-- . . - ----" , � .... L. "I -- i � . I � I , I -,. I -1 � I - , " I ,.- ,- - .. - - . "" . -- - I I ., . � ... � I �. � � I ; 'L --- L 11 � II . I .. -- -� . I I I ... . ,�, �-- - - I � . 11 I � I - . -7 .� I I � - � I : I ... ...... �. - [', � ; --- 14- I --- I --- I—- ----- --- � -.1.11 I � I. I � I - -fLd - - - SX S I fK� .. - , L95AIi1G*,NbqiCLn SAFM �'L f ; , '. PANEL BOTTOM CM*RS I I 0 � , Le i i I , - I i , '.. � ---- - , - mm..(��- -- L �1- -,---, " � -- I - . i - I I L4 -Ilovw. Ap , I Orw � I � % . I_ - "D NUT �' I-- EXTERIOR [.00 _ WIND NUT AT I t INSIALLATIONS ONLY VALK) FOR WIND So ma FT a ,t_,,,/RK*n PANEL 3: txr, � I' WN. ,A7i3.LR2A/13, ft-U/K 13. R-29/13. N-W/14, 1 VIM, I SPEED UP TO I ?a M.P.M. I � R-IAW/15, R-2AW/15, R-3AW/16. R-1181B/15. 111-21IRS115, R-39W/16. I -- - " . - - -ANCHORS (SEE SECTIONS & ALTDINXINES ON SHECTS 13, 14, 16 kill) . - - -1 I I I - i/4- M0. GAP - i- I LIFE SAFETY STORM PANEL (1) ELEVATION (t) I wl SCALE 1/4-.1- , i � 01 REGULAR 2." , NEC" � i (M1k Gp~ -IT, I (D 11 - . Mali SIORM PANEL - C !Lpa Imum W" '. I sroft PANEL 1� 4 I.. 'Aw - --------------- - , �- � /,. I , " - . . ��`�.-- ---.,- ,,i�!! - ----------------- . ........... .. 1. , - � ;;�� WAX W \ A, e % , h- ;7, * , I . . ; " : 11C - � , -1--i- .11 .- � . - - 2 . I I. ...] I ; 1� .. ,�/. L . . - 1 : . 7 .. - I LIFE So PANEL -v* * : - RTA- -- 1 * j FLORIDA BUILDING CODE (Mom High Velocity Him ca - %'. A -- I - .am nTm w- IEXMRIO ;-,.-. ZORII)P. ..- * " GAGE "Lvwm STEEL STORM PANEL . ............ I 'L - - � mwmm PRmcm Mc. "", - --- - IECOI -. .:-L, .= sm, III snw - 'CA, ,/,..,. - Doc rL Sul. 01//' %tAlm - I am ... %-, how tomwe�7"& "A M")No-M? 20- - - - � 3 . '"' I. mlt� uma2. � (�) - - - - !--- _q) 7., - . 7.7 7_T - .--------- ---I--------------.!--- i v . w v v wj u , � - , I : r ---r- F .., I ---- � --- I ------ ! ---- F I --i --- T -[--j-7- -]---T-T .. I I I �. I I i � .� I : ! i I i I I I . i - I 1 � ! I i i I I I � I � i j � I : ! I I ! i . . L. . I - . - .L . MAXIMUM A.S.10. DESIGN PRESSURE RATING (p.m.f.) AND . MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELnl INSTALLATIONS INTO CONCRETE & CONCRETE BLOCX STRUCTURES (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAK 44&0� DES" PRESSURE RATING (Pat) MUMN ANCHORS SPAM FOR MIN ED. I" SCHEDULE BELOW * , 9= = LDWH 1. "I" M". A.SA DEPON PRESSURE RATING (P.-J) MKIONILIN ANCHORS VACING MR MIN Ea PER SCHEDULE BELOW * APPLICABLE to Secl & PANEL LOOM IV %�l UPCON, SOUG-my PANDANKIT FDA" ZANX-MALM MX-'* CALX ik N SOUO-SET rEMALE ID omc,o� 3k 27 m to 3k -a- I W&M - or THEM - 1,,� - - 90 n k* O, '" "Ga. -611 . TO 76, -75 1 !2:4�;- ly 13' * IS' - ir is, 12' 13M I 10' I MP) OR Las > .75. -75 TO .111-17" . . . Is- 13* 6 t/2' Ir 6 th' 7 I/r 5 Iff � 's" 1 1/2* 1 (W) V-r opt LESS . .. 1. 11 13* 1 13- Isr Ir * IS' '3 3 _ Ir Ir _ III* _13:_ 13* !s_ to Iw I-1120170m) IT 6 1/2' 13* ir Ir e Ir I. to' 7 1/2' Ir r . I (BOTTOM) - F- 73 It* T 13' - is' '- Ir � '- 13* - ' 13* 1 r __ 13, 's. To' 2 (w) Ir S' is' 10 11r 13' . 8 11r --.-. jr 6 J/2" 1 1/2* 5 1/2� Is- 4 I/a' 3 Cywg r I I, _!3�_ I. ,� - - is � _1�1� _ - �3] --- 'r ---;- is - s. IF �� --* �, to. to- , I r _ r Y.- -1 ." _ 13' 6 1/2' 2 010TIOW)l :1 �- ir 13' 13, is, I Ir Ir IS' 12, Is- 2, - --- 3 mm Ir . 7. - is, 13' 13' 1 V/r Is' 9 1/2* ) 1/2' 7 1/3* ir - r -j -- 3 . - - - - 5 " I/- '/2' '� - - a ,/4- -j7 ,/.� 3 01017041 - - -- 1/2' ---- ii I /r i lji� L� �l L-/�: - -- i,14- I/,- Wi . 11�- -- i;- - -a- r -IF - 1. I - S-Yt: 't - r v - S' --- � 4 IA' - ,- 4 � mp� '. - -I;-, 6; , ,- -.---.-.- S' - - :- - Tiji7 -i;- ST -1 sw S I/2' - - - 1�3 - i7-ii;i . -'sF , 1,r--- - j 1/2- - - - - 1. th � - , I)i - -- 9 1/4- r ,-- IF- -- -- is ; - -1-3L- 9 1/4' 4' -, - - - - 'F - Ji liv� - I !i- I -1r & 1/4' 2F �-TR --io-z =i- a , - - --T-47h� 3 T . -211' � - - _-I - -6, ... 4 A") 5 (Tor) 1� ". - .. -- 11' 8. - 13* - . 13* a. Is- - - --- is, S�-- r , - ' .- - I , �- or '. . � i3- 3' S, lk - -- - Ii '. -W- . I� _ 13* --- Is" - I -- - ir I—— 4 (BOTTOM) I-,--- - ,- Is, I—— 13' - - : _ it' � it- - - I r - __ W -- IS 1/4"� , -- " 136 13- 6 I11V -------7 IT -- 1 ----iF - i 0 TIC , -T - - - - - - is __ -i- - - is _ , . Is- 12- 10* * 5 MOTTOM) , - --- ! 'i� --,-;;- -ii - -- - - J. - - IF -�r -- 5 1 4 IF-1/2; - 0 1 4 --&--i - -- - 4 1 4 �. I;i�'i -- -7 1/2. ? .--.-- t - r;, T7 --- - S vIr . - ir -- Ir a 1/4-. a" "Z-W ,iF -- a 4/4- 5 mm"Imm) i - - i- --- a coom-). -� - ;F- - ;�- 6 i/4" I 13- � _ - , _ '. _ - - -7--- Ii. Ir - - - . I /,, 4 -!-O�- 0 1/4'.4 -(MO)-- (9011[�- I 7 1/2' Ir ir_ IN' lor ir . to, , ,I' I. Ir I 1/2' 1 (W) �5,-S` To "-r I 51 tr I* I- - 6 'Ir . 13, a W 1 11r 11/1� tr 4 1/2-1, (TOP) " .-S. To r-S, ---- I __jj�_ 13' 7 Ijr 13* 13* jr 10 1/2* 13' 10 1/2'11 11r - A' 13' Ir - I (N"Ou) - -Ir ir 13' - ... - - -2L. -2:3- - 6 1/2* _Y r----9�-ii:_, _r_. - . is- -!:L,!��/212--- - -L;E.- 72 1/2-12 I- ir 1K - - I1r - 5 1/2' Ir ir 3' , -14:.- -iA! It 1/4- -- 7- I. 6 t/2' !I/V--L-!,-L-!2-E--.---..-.-,-,----... i-11Pn 6 I --.L,:, 3 1/2- 13' Is' r - lr-B�'Tlo I Ir or '. 0 i/r Ir ill C4 4' -lo:711T 7 1/2' 1/2" 1/2- - - -- 4 Vi� 5 t1r 7 1/2' 7 112- - I- - 3- ,3* -J- I r - 13' Is- 0 ,/4* -- - 6 I1r I, 4 I/r --- 0 112' . Ir 6 1/0 " 2 1/2' I WT" 2 M .- - 2 (BOTTOM) M'M- 3 (BOTTOM) 4 Owl --- I.I. �-w Ir TF, -W-,`Iw-- - ". . 1!�. - 11' 13' 9 t/2" 2 (TOP) 13' 7 1/2* ir is* III- 10 1/2- 7k- IQ Ili 11 1/2- __t: 1;�-- K !-W-71�9 � ... 13 __It � __��;� - 3 __!__:_ it i/z- - jj� it i/r -- � 13* -----7 --- 7- r T�iqi 10 1/2' 1/4-12 -;;' -- IS- 1/2' IDI/I'IS�L2' 6 I/.- -- � _ . 1 --!�- 6- - - .- 731 F j-1j4 -'- --" r - i'l*/F - j (TOP) -� ji tiiiij 7 1/2' ----.-I----- �� - T 3 1,5� --IF-' ll. - $� . . i-i�� - '. -- I - 11' -,-- � I. ; llr S' '1/2 7� - S; �1'66;-- ) ...-.- -- a' j -- - r - - r - I (BOTTOM), L r_�:- -!L 3: - - -ii; 6 I , , 'Ir - - I i�, I - -7-- 1. - -- - - -- r -- - - 5 I/r - - ---.-.-,-- . 71 -1 - . -w , , --- Ir 7 1/2* 0' " 10 1/2' 13- 10 1/2 - 11 - - 91 . 11 13, I. 1 GWI 7 llr 7 F�;- 6�0- . ) - �: _L3�_!3L Is- _ __ - I/. !!- �i- 9- r -L�:, Is- 7- - 5( _j_ __ ir -- - -- -3� Is- 1 13- I � . 9 I - _ -IT T I r 1: to 1/2 ,� Q 7 1 Ir I r . ; (BOTTOM) - [. A -iL-Illrl IT !IT12r -4- I . I -- 10 1/2 0 1 r 0 ,/2-1, I/rj or- - I r 7. (TOP) .. - I . .. --...--- v I =3; - T3; I 1/2. -- _ 1 .-- ,I,, ---- " ... _ , I I/ _ I * 4 1/2* POP) - - 1 - - 6 114, 6 I a - . . a 1/4. - - - - I - �& It4 -16 1/4-6 (Pon-) - . - - 9 1/4'16 '16 I W I W 6 I -- I t/-' /, - - - _ - - 0 '14 - 0 1/4- (I'm .) SAIL ow 1. no tmmm TY" 0 w0cm Km OWAWWO^ wo can M" VAN= . WOkM ANCHOR OVAINGS OW WMN WK UIPANGE ARIL 010104113) ON THE SOMMU, 110 LtI Las THINO go=Rwa in sm� KNICE AWM OVA= V 6"7vLw4 21010411 94DW ON SC -lb" w THIT FOLLOOM FA�� FOR M OPOIXTION TO IS P�M MMM SPAM OlfJWQD VIM FACTOR SIVILL NOT K LED Ii MNKW 94KO MOCAIM MR EACH ANOMON rNP1 Do 204GL%L 1/4*!�. 1/4*. 1 1 4 1 4 1/4., ola. ANCHN m .1. _I Uftm saml-wo, . , I . -, ,mam; ww,w womem mom witiam (h) 3 I -ttwLk l 2 'm a '/I woomm - im .)�� -3 - ;�- 7- L-L - -- I "PAMOSA ��- 0-1 , I .LL1!L- I Ifr � ----- - ;---- Am" m 011111INCIt (EA) - FACTION I I -- Yr - - - a JIM - - -- I --T - � , - - .... � - . - 1�11�zr- - ai, " .. - 1 - - - I . - - Loa 3 " 611 I 1, . -1.0 .1 I.w - - � -- -- "i � . - --"Ma --- � - . - ---J, 1 -� ,00 - - `�m - " 11 . ONLY VILI IV ISPACINGS Im. I. . .. ==? "Sn'sla VIS SIMM I 1/4-0 IA"---- - =W-�- ANCHOR 0 9 D.C. I , - , . ,., Ge CONCRETE KOCA REQUIRED. , � , . 1. :1 , 1 :" -4) I , I -- - . L-- , . . " ,.1. I 1/4* �1 -1. . -11� , ... ,� - - - -- t Cc'.* �'... 1, " . , .. : � , ........... . . . . . . ......... %% . . . . . . . . . ..... - - - �'-131 : I . .1�2` .1 " : 'A � .. I $a Sho Won, 'am 0 : 4 , I - - � . , VI' I - i - I "VOL Im Y-n UKIF At A - A.&D. DEWN LOAD V1AXWUIM PMIEL LENGTH 40 PSF OR LESS W-W > 40 PSF To 5D PSF - - 6'-2- > 50 PSF TO 60 PSIT - 5*-IV A VAX. PANEL LENGTHS ARE ONkV VAUD FOR INSTALLATIONS ill/ SOLID SET ANCHORS & W1 eq SPACER AT 12 1/2' O.C, INSTALLABON DETAILS 1/4-0 TAK, ANCHOR a .1-o-.-C.7 , -9-'Z,m' / I CONCRETE BLOCK , RINIUNINED. � " , FOR LIFE SAFETY PANEL Cl) 1/4-0 IAKON- - R=WWIED NICHOR 0 I' D.C. Go "' CONCREIT BLOCK - , REOUJIMICID. I 11 , . " I '' ni , �, " I - -A �.I . . I I 1� - I ; 20 I- 11 j A-.!�- , - I 'L* ". PANEL LOOM (SEE VXVAIIOk ON SHEET 121 I - ,�, I-, . ,�, ,�,11. .. �, : -�'11:? �,l . �?.?� , ` 1!��,�1111 r .. , ,r, ,, �11 , �,, �, v-, ". i : �`% "�, ,, . �, , . 11 ,,, 1. , , � � ' , : , � . I , . I 0 , , , , , , � � CD 0 � � � i i : - " i I � I 0 a vy I I im : " : 11, Jli� 4. ; " � " . . . �- I . , f , ,�," , ::: - 4 -, 1 L/4-0 TAPCONO ANCHOR a 91 O.C. I Existrim; POURED COWAM oft . CONCRETE VLOCK REOURM. SECIM JR-1 0 REGULAR PANELS WAL�MTINW 1. Cl) � �11'1).rj�v I � - I 1, Mo. 6" PANEL LEMON (SCE mx^llom iON SW41 12) I Iffl-A, (�) : � . 1/4'0 TAPODN AWROR 0 @I OC. I :_ POURED CONCRETE OR =01 BLOM ItEQkMU, 0 A1*"ANIEL Coo . " min -SEPARATO 10 GLASS. ""a TAP��' d.e 4 g=,�'.' ?&,Qum, TL - , - I-,- lI'l "i "CRETE "'" " t 1/2* . .. - ; I - - . 11 "I., , , 1% � �- I CID, * ;1 . � I : i � I �',��". , , ;o , ; % 112 I "I , . - (1) - : 0 1 W, t . r � -M.* 9-mr = V1. -.-- WILN a GLASS � 4 a IN 0411; � i 4 -, an FOR A*dL . I � am r-,n : ! 4 0 I I 4 "L' MW # ; PANEL Loom" I I I , (SEE V-0411001 ; I I ON SHM 12) .1 : IT ; . - IF ----- I 10 I L/ It I , � , 15) � - I 1 i - (D I d -- ,,--- ". .0 , , I � ..A , 'a . : i t I I ( 'L' WAX. I I 6" PANE LENGTH `ELEVATION I I (SEE I ON SHEET 121 I 1 : 1 I - I I � - cv, : I 1. I EDA � t"Ie" . I j CDA �, ' I . � ;11 ,., . I ED I I - I I. ED I � 1. I.i.. t I E-1 U . i, w -Z .. -fil wvw.. me, . Smill 11,Ro, , -1 . oil III 13 71.. I � I , ), . ' ' .. . ' .1 " ; j/4'4 IAPCON , , 4-0 TAPCON � ANCHOR a III D.C. __ "/ a r O.C� ,�� : ,UGCD CONCRETE OR � EXIST11140 POURED CONCRETE OR K REOUIRED CONCRETE BLOCK RCOUIRED SECnQHJL--2A a Wrduaw-pmm 0 LIVOI112MNEL WALL UQUfffINGS 4. SCALE 3/8-1- 0002"Ite"'.. SOL mom IS & is POR AMCHM ANCHOR Irm - !14*w rvK & 0P#4mG FOR WSVUAM4 em up" wm nbum &ALD04M W^" ANCHOR SPIC.11416 NO MI" Wftw Nam" somme D.) 3 . "= O,-10 3 O" c000`* on, 2CIR04AL MR III =W.X,m ON SCHM" mmm memo SPACING o� mao w a In MULTIPLYING SPAM VON UP SCHEDULE Wt THE FOLLO"oo FACIOK AMK OK � so now /2- I .-- - an IN TM OPOVIM TO IN OCSSIKL IWOUDED VACM MANED USING fACM SWAI NO K LM ThM4 . - - - J'T � or 1 I MM" PACING MiCAltD FOR rACN ANCHOR TVK 00 THIS ScHalux r I I - - " � - . Ile . I __ _ 3 Ill. - - -- -*-a a) a) = (n -0 -Cu >w a) r- .*.-# = 2 CD 2 C:). -' C -0 C Cu -0 a- - - .m -I.- 0 a) .6-0 co -2 C (D -0 0 'D -a C 0 2 25. -2 q -a 0 a) ?.. C a .0 u- m 0 -0 CC ,L*- 0 Cu >, - Ln Cn a) E L- .2 CL 2 . = �- (n .6 40- . K- 2 Cn 8. < L� 4 z z w mi 4W2 "'� C%i C= C.%j I In C%4 -- -7" C= .= - -ax 0) 7. x 0 I , CS. C= C= 6 CL. C.-A = M C-4 MW CIO ne: -; = LA- a - .!a - - = - � I 0 -ice W Z C.4 - �M: x a 2 w IS) -, � = 5. C W C f- -I-- = - .1 .- = - % op -= = - � 0 W = = �� I T ::- -a .= E 0 w - I = iNsTALLATioN DETAiLs Fog LiFE sAFETY PiRLT INSTALLATION DETAILS FOR UFE SAFETY PANELni INSTALLATION DETAILS FOR LIFE SAFETY PANEL(J-) INTO WOOD STRUCTURES � INTO WOOD STRUCTURES � - I'-- I 11 'T.1- IT7 -- - ,,"- .i � , I � ?.� - -, : . �- , ;. 1 - . . 1�. I � I I �,, . ; I � 1� " � '. 1, - , - ,- .. � 1. 11 "I . Ii . I , , � � � -1 "; '� I - ". I . �; .. - . . - - , � . - , � I I . � I . - , - , , ,. - I I 1 1/4'0 TAPOON- , . - ;�� r -L . I I..� . '. , , i �, 11 � 11 1, --- 1,� ""I, Tk-.-".r ... - mmr.olco &4cwm 0 9* OC . -9=9r.*`G I . .... 11 . . WONDER I I � -- � Ir HEADER , I - - I , ; rONCRETE BILOCK �11. I ' `� i 1 oulow I I I F - - ,, ", . I I . . - . � - " I i � - I .� 11� . I � , I I I L , I.. . I � i wroum� :�;; R[OLMD. "I . ?? I , I I - -1 - � - , 1. ---T1 t I I -- I va,wilm" � 1. - I v CONCRETE BLOCK , - -=40" -.1 ow"11) � CZA'" � : . I vw � ; � a', - � : - - I 'i , OLWIVOCIR Cn ; '� ' r I I - - . I., I � -6-0 �, ,r I 1/4-* TAPF4n . , 14 a TAPOON .L I - ;, ( -� - ; TAPCGV '. - --'I I .,� � I -,�� ; [4, " . �. I ,� �� I i -� 4 14 , ric 11 fl 4 .,;=Oc \ j i t � T-�� i, " (D - * 02 �, � I / ,� , -tMA' to I U, j, . , I � It 49 ell I I , I . I I =GR 0 I* ox. I", ?" I rl t, - I L I I'� �t - g D.C. , � � , � - I'll ---- I . 1 20 1 11 .I,.., - 11 I � I � r' I T . " 11 . � I i� , I "rl " ) �1 Z, � q, , j - 04. 11 I , ), l�� I J�; 11 L. CD a) I/C . 1 1/4, " I I I , , , ,,� , t .", . � I � I � , I I, 1 . I . . . . . � . I a 02 , � , ; I -(I) I I i (4) . � " - 4) 11 , , 1. � I - .1 I �, )IIIII4, - 1�1; WIIL � L I . . , , , 1 � I k q) "I L i 4) -9- - . �. 11 I . � , � .0 we�sk � -"/2 ., .1 I - I I I I ,e 010,01011 J .. -Gffi*�a = a. I I � ,Q moiillm � �� y, � !� - . I � J I �� ,,� 1/2- il/4* . . .,- - . ,�, .,.- 1/4- 1 1/4' A .4 W�� ; I'D.* ;� E D.- ,J� � � , j � MAX '.1 . , � � I - 1/4 1 . j I . I I I . 411, . ��'�', . , I - - .- .'. , . , I , , , , . / , I -- ----I . "I I'll - � -- � ... 1/2' 1/4 .. 11/4 , 11 ' "n' - - - ---I . i. 1, �� ". I . . 1�1 I I , I !,I , I ! ' �: , . kw.. . - ler,�- -- - , , 11 : , i ,. ?;. _ "BIB&BI-1111' U) , : . 2 21 11 . " I . . . _ I I .� � ,,,, :..'� I � , L k�L'1", I , k, , I , , k;,, m ; -011-0 " , I , �-'� . , MI, i�,' I � , . 2 1 1 1 1 &�1.111 I .;, 1 � he I . L I I . . w �I : I . I � I . r, i� �� ,,, , I I . . . I I L CI) . I 1 . ; . _L I I -- I( I v� i I " - . I . I � I (a) R` . I" I I I "I L � i i I I I I'll I i � I #--S[PAmIjw . I - : - I j q � . . I 0 TO OLASII� �� i ,4@ 1 4 - I =3 CC 10 GE-1� I LXL � I I i I I"-- ,�j I . .&P L I IT 1 CI'l ;.�. I i EX 11 , .. . a LL I. �_ ; i �-N:�v i 11 � > I i /I . a i I I .1w.." , M, 3�0 1 8 , a 1 '6 1 V.:"M&��4�,`-i�' : � I CLAM I 4 I � I 01 I I 77; �1- * � , IQ�Ala.,. 11 .. 1�1 No ClISTLIS., I I zt,,10.11 I I I", � I - - 11 " ! ,� -�; ; N I mm .:'r-w) I I I - < . Y. xv I I �-.-!:-A =,j , I EX IIL ,A ,�, ; .-ew.m..wffl � 0 .. I I Bq. 11 at �L av g...%4 L,), .."I . I . - 11 C.Zp �, r-2 . I - =11 i . -0 "., I '. I CLASS q N I I- 'L, Va.. I - - - I ci� IT %.=1..,, I I I I t i , Mon E�15 I " � I / � 0 ,L* MAX IN i ! I ,r 1, .� = GLASS i I I I I , ; 1L* Mo. 11 I �, i I ; I I 11.1 VA. I I "." I t 0- I -AW1 LCNGTH I I ISCE ELEVATION IL- - . I - 11 - PANEL LE14M I .. 11 L I I 11 `L" MAXL *L* " - -.1 �LL ' - ' - - -, - v uVX- PANEL LENGTH " I , " *L* "X. LL - . I I. % . I (SEE ELEVATION ,. = PA14EL LEVOT" " I . Cl) � ON SHEET 12) 01 I am SHEET 12) In IPAM[ LENGTH 4 "L, - ' L -- � '0 - -f ' (SEE ELCIATION, : , 0 0 1 1 - - --- ':- S` It , I I I : - - ON SHEET 12) - 11 I (SEE armil" : - ---l"' -- � ' I* kv. I ON &4w It) - .7 . j . ,',,,a a � I � I : PANEL UENGIH . 0- I 1-1, gLtmmw . 1. �m " - (SEE L a (SEE ELEVATION A TO GLASS 04M 12) EX"'Ok I ! . , ELEVATION - I ON SHEET t2) I SHUT 12) i ON SHEET 12) ' I I 0 - (SEE i I I 0 ` - - � " 11 . ON I . . - I ,-�X;6� - ; - - , - '- I I- L - - "' L � i I I t�w J--rr --t - I " "'"CL ",4," 11 i ON 0 --- - 01 � ` .1 r U) � I . --..-- F - I 11 I' V- I � . , �� - �-- I—- 'LL u- --f - - I I . - - 11.1 -.--- . IA-- � I ! 0 1 < �, -111, : ' - '", r W., I I . * , R-L SWAIIATION I : �- I- Vl� : � 1' L I � � � � - r --- SEPARKION - 9 TO GLASI 0 - (1) it I* wn. , ,,, L/2 -`�� ".� ."�; ' - 01 L/2 '. 1110" - : (D 14 4) i 1 - - -6-0 . - -( ,� "L j'�,,�""'f'� j -- . ' I � , : �,' i D , % q) N TO GLASS. I a 0 1 :_S,�= L . SEPARATION : . I . � . , �11'�A I r 1 I 1 1 or � '. I TO GLASS� 11 01 ! .. - I (5) I : ?� I L ; (1) I. To CAMS 01ROPARATION, i , F i 1-0 p : L/I : IT 9 I I. 0 owpa 0 �, � 1;i. �,�,��`, ! � . :. -1@ i MI. I L: . : I I 7-trL _- I �,". I" COST" ", L�, - 4 0 'I 'ff � i A� 1. ta Is ,/r . - , ; L", I.T. it- ---- - --- I .- lu (D , ,�� '! I , ; r I Q. , � , . � , I � - - I OOMORETIF OR I L 9WW", ,,";�, ' , �, L - ,J - I d . . t t I 0 . L = CONCRETE 81.001 - Q& 04 - I 1 CONCRETE 0 1 @ ED' L 71 �0 1. - 71 � I � I oil Suvroc REQUIRED. � ,� I , .. . � I r2 I eaurm P .� REOURM ,�, OW-M ; I � - ; I . -0 . - -- - I -��, I .- i - . W:6-tla " - I.. 1 - . I � - � : .. ; � I , . 112 JL ", �'I -� - .0'*I r � I ' ' k �" v- -.-''---L i 7 7 -- - C: I . 9 L .. 6. " " -"� *.. - I I .. I 1,; I �.". L .1 . � I I .- C! � ! -- I I I L � �, f . ! � � , , i �, : ! 4 0 m 1/2- - I - r'. � I I , i � � � __ ,,4 � MIS . , "' -1 = "', 1 ---I,*", I i 1-1 . - I f - -1 -7-, 0 .11, I .. - I - � - 4 � � I " ;; .. ,,, , : I I , I . 2'.4 � I L � 1 ! V, k ,- I .1 I : I , ; I ; 1110- �!�.,�; �, L � , , ! (4D � � .. ,� - 4) PIAI*1 Ma - " - I . I , , � ;(.I'*. L 7� , .;: � '�� , �i ol"M W., VGGQ L" !� 27.4- WOQQ I . . i , , , . � � I ; 11 0 17 'A 2'.4* ; --! ", �� , __ " �1, I I I 1� I : � ��p 1! I I 1 11411, TAPOOk REQUO" L - IXPCON ;Z�; .m, L,: � P ! I WDOO, I 1 1/4*0 PANFIALATE P,,.,.l � I." � "40 TAZON , � 1. I t �. . : , � L � PLATE , . , ;, '- O r D.C. �111� - I -SAC 9 �t. - , - - I : � KATE 1, ��! m Q- a EMMILS ANCHOR (BEYOND) a jmk&L : . � �, � I AOCEREQ W/ STUO I ! I I I L " STUD L I i I I I , , -=OR a #" 0 C REQUIRED L/C4 '.NTAPCork 0 C RIEWRED L, I " I . I luNCLUXTE REQUIRED . : I : ''. . �i WOCC, . ! � � , . . I I -�-q ANCHOR 0 12 1/2' O�C . � ANCHOR 6 12 1/2" O.0 WAU MQUIMILM � I L � - u; WOOD : , i - �� -11 I-0; . I "I � � . I I . . L ; . ! � " WE IMIDITS 15 A, I WK & WRONG ton SCALE 319-1- .11 . - �- - I - � .. ItEoum - ',,� � I ur_],. REOUIRUD I . . . I J I . I : i ] .. I I � � I , I . I Me AW"I'S I � . � . - il I BE (n 16OUAICAO MO OWA= TA=.Q` 'I . .. - [" � . 1i - - .. - . .� . �] "/-* =2 Tt/; O,C SPACOM IA"D VOWA"A"N � � I , I , 11 0 *O.C. , , '':: � � � " * � I I 1/4-0 P PLUS � I I � � �� jj L Ila& PANCIAWT PLUS 0 a) ..... .C.I. Voc"MIM" 11�1 -, , I , AK WO1XTTD ON INS SCHIOULL rM C0 " THAN 3 IMPICAIM 01 low*" KK*E 091400t SPWM by " Cu ""4.YM poem *00 ON 110HOAU r Tw flaff Ig FOU, fACMft MR THIS OPERATION TO K POSSW� AffiNhj1)%. IL-23W LPANFI % KINMR-FAIME1 Pool, M= a u RIOUGES SwOoll OWWM tdwC FACTOR SIVILL NOT K - ww" &m & LIFE VMS v WNAN a SA= PANEL '01.10.1"', L. m un Ilow MPAWM vochol -="ED "m rACH "No -.H# 4 Twe ON no 90wallut 00601 ,,#,#,% % A. TIQ -%, .004 I\ T1, . WAU MOUNTIM WALL MIXINTINGS WOUNTINGS /P 0..,:...� SCALE 3/6-1' A. T SCALE 3/8-1- 3/8-1- Iiii 4%!� - iP� - � 1/04 ,r_ .... "SCALE ... oom m 041190" 0 . - ..., .1 = uj UPM -j . $E j;p .. 4 ....... ...,.. : .. I , : . cans, Zone) .. . - No. 44157 '. I High Velocity Nu one Zone) ON" AM" &me w . -- I . . - IFLORIDA BUILDING CODE (Non Wgh Velocity NU - i� . FLORIDA BUILDING CODE (Mom Nligh Velocity mur cons Zone) . FLORIDA BUILDING CODE (Non m 00 3 3 a : - F�. .1 . -am �um M. ,.P. Ill : '"""a"'o" r*;mi!mwow-T-s7/-3 I * i. Ill, , * esm 'knm ac 24 GAGE GALVANIZED STEEL STORM PANEL . 2A GAIX GALVANIZED STEEL STORM PANEL * : W Volao cAMQ . WAA or 1. INSTALLATION ARE ONLY VAUD FOR A,S.O. ,44167 % I *. . om %=. ac F.a. . DESIGN : ONAW 61, 11 24 GAGE GALVANIZED STEEL STORM PANEL < 1' STATE I - * : * * , -:I 1. INSTALLAMN ARE ONLY VAUD FOR MAX. A.S.O. %. STATE OF ...` oft- w - SSURE RATINGS AS ;. ----- CLOM MTECWN PROMM UC. m. DESIGN PRESSURE RATINGS (pe,f) AND PANEL . z jam m WE= \ &,,.. , �� PRE AND PANEL LENGTHS . olm/mem, GLOM MTECT om /2- IILIECO.mc. CLORAL MTE" IAIL ELEVATION 04 IL .%:.. STATE -M 10. 11 sfw LENGTHS AS PER ELEVATION ON SHEET IL 4= 1L. it VVIS ami. at trom 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD UP = rL 33314 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD 3m - --.-,-. I ; am. m 1111L. alla. ... , '46,� iL' Z��L, IWAL IL . . ..... ; . qOR w PROMM Lm. I - 7 'I , - pmum = '"""'W" PER 0 . ., � - .09, -� Udl , -- Rio S � /TIMECOm. \ 2 AIr - V-4 "e')MR.Im Nzq,� 0 a 10�. --� - W,-,-� --.... - z /01LIAL t "U"' wrJa """g- pliold. ol"NOB-134 VAL 0 1 " I &OIL 1W)u�44. FAX M4)08-My MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 40114110mom 2c- V�4140=- %-=-- Filed, (06.)M-7M& IAW W)00-,m . . - - ;J V= co.. , ON 01-10 I 20-175 MEMBERS T BE SOUTHERN FINE No 2. W/ SPECIFIC 20-175 / -1�11 20-175 ., wi/ I C�� -, , "� - �#f , � -1-- .- MINN..'"i-0, , - - OMRWA - DENSITY OF 0,55 OR EQLLN- v.,�-_-,�:*�Xv - Zml�--:tl= ,po- - ft.. MMOMP I .k mumom, ft, I - < ll ,,-eng, . W;il - 1-10P.1 - - Ck-ldwit - 006M OF 0,55 OR EOUAL pr Ilk/bowrim/PaT 41�00011`11 1- MP&VVk I owsm ft 3 ,/r I - PE NalomwwKAWM .I"".- IBM -1 - . -�!Poca!flail n 1 am's ar.16 I JIt , I I " "... I" ! 11 11 - I -1 i I;w S. w It "It I omlm .;� I " -!% lr"� ; i o;w1r, 11A . I -j I ,j%�JkUq W... PL I ; I I I I - I I I - I a - SHEET NO. SH 1.4 EZI/18, EZIW/18 ANCHDRS ___(Sff SECTION 121 Is ALTERNATIVE EZIW ON WV 16) 3: M.. -3- I Min QN/@ NOTE 2) 119 (SEE MOTE 2) POP wvv tkita0kim 0 Ot AT 2 PER PANEL. Fill,, 56X or 'L' N!) PANEL) INI RfOR PANFI) TNT RIOR PANEL) i (kvil" 441.) (END PAN:,L) MAX SEE NOTES 2. 3, 4 SEE NOTES 2, 3, 4 oil -0. LCN.11.1 40 P *7 , Is i is i - 1 L PANELS W/ OVCPULAP APPUKAAU) 50% 'NU, _;-Iri T_ i _FT i -1 1 1 '4" 4-44 �.j A -1- _J_J_ ILL J_J�A L� I Min, 3 wn, yE M. NOTE (W, �Arlot` C21 & ALIERNATWE [21W 04 SNEr 18) EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(!) SYSTEM SCALf_ 3/32"-l' �J4' Wft. GAP SECTION A -A -!Nh,% I " , N SCAI F 3/32" ENGINEERING ENGINEERING EXPRESS* PRODUCT EVALUATIom REPORT September is, 2020 Application Numbot: 17852.1 - R2 EX Phsled Number, 20-31543 Product Manufacturer All American ShOom and Chase Maritihocituter Address 1540 Donna Road West Plum Beach, FL 33409 Product Nomis 8 Desor"an: 24g& GeNarized Steel Storm Panels Large MhWIe Impact Resistant Scope of Evaluation. This Product Evallindion Reparl Is being issued In accordance With ft requIETHYmmirts, of On Florida Deportment of Susinses and Professional Regulation (Florida Sts" Commutation) Rule Chapter SIG20 3 005. F.ALC,, for statewide acceptance par Method I(d). The Product noted mbm* has been tested andjor, evaluated a summerizimB hersin to show cornifikence with the Florida Building Code Seventh Edition (2020) ancl is, for the purpose Intended, at least equivalent to that required by the Code Re-evalustion of Oft product shall be required following pertinent Florida Stakfing Code niod cationsor revislons. Substantiating Daft: - PRODUCT EVALUATION DOCUMENU EX drawing 020-31543 OW -24gs Galvanized Stool Storm Panels (HVHZ III NonHVHZ)', shoreft I-$ Prepared bli Engineering Express. soned & sealed by Frank Sennordo. P.E, is an Integral pan of" Evathishon Report. . TEST REPOWS Uniform stak Stnictural performonce has been tested in accordance with TAS 202 tow standards per test fopon(s) NOT-ASGI-11 7-M by Plackwattit Tosting, Inc Large misofle Imphict toolelance and cyclic loading performance has boon Waited In accordance with TAS 201 ancl TAS 203 tat standards Per lost report(s) SOT-ASG- 17-001 by Bftdmotw Testing. Inc . ST]tUCTURALEN(UNEEMNGCALCULATMMS Structural engineering calculiftiona have been prepared which evaluate the product booed on comparative ondifor rationei anaVaim to quality the following deep cifterls. 1. Maximum Allow" Spent 2 Minimurn Allowsible Sports 3. Minimurn Glass Separation 4. Anchor Spacing 160 Sw 12" AVENUE SUITE 106, DEERFIELD StACH, FLORIDA 33442 (954) 354-0660 1 (066) 396-9999 TtAm0EmGIN1tRJNGEXPR1S$.CQ" ENGtroomtmGExPm6%s.com Iis LAST PANILCD TO HE INSTALLED AT EACH OPENINC SH&L ALWAYS BE PRCMDED W/ REAR HANDLE TO FACILITATE IN-74-1AT-KIN IF INTENDED '0 BE INSIAILLED FROM INSIDE or STRUCTURE I NOTES -2=: E - Z 14ANG STORM PANEL SYSTEM I C-t TRACKS TOP & BOTTOM END PANELS SHALL ALWAn BE CONNECTED 10 OOT10M TRACK OTHERWISE A STOP W (V SHXL HE PROIAUED AT TOP OF SUC14 PANELS (5) IF END PANELS ARE CONNECIED TO BoriUm FRACK, LUNNECTIUN SHA1.1 CON-1-,T OF 1/4-0-20.3/4' M.S. W/ ?/M'ft3j37' WING NUT �R 114,90/4" Min YHUMOSCREW INTO TAPPED BOTTOM TRAC LOCATION OF FASTENERS MAY BE AT EFTHER OF TWO EMPTOR FIAT FLANGES OF END PANEL (4) IN CAS� 14AT E%O PANELS ARE NOT CONNKtip To BOTTOM TRACK G .. A STOP BAR IS ONLY USED AT TOP) AT I M51 IWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USINC, SPECS INDICATED 0" NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM IRACY. M0 OCCUR AT ANY PANEL LOCATION t INSTAILAVONS ONTL� VAUD FOR WIND SPEED UP TC 170 m.p.t;, I Hurricane ENGINEERING Page 2 of 2 All American Shulturs and Glass - 24p Galvanized Steel Storm Panels No 33% Increase In slawable strosis has been ussif In the demon of this product - Separation from glazing is not required for Warliallistions outside of wind zone 4 and essential fvlcfliltlft� Impact Resistance: Large Impact Resistance has boon demonstrated as ovkhmed In proviouelf 11sted lost report(s). and is accounted for in the Engineering design of this product, fflnd Load Resistance This product has been designed to resist wind toods n Indicated In the span schoduls(s) on the respective Product EvsJuallon Document (I a Engineering drawing). fnEffilatiOI7 This product shell be InstaNsid In strid compliance with ft respective Product Evaluallon Document (10 angirseering dramilio) along with all oamporsorthis noted therein Product components shak be of the material spooled In That product a respective Product Evokwilhon Docurrient(le.stigiria"chavil ). Limodons & Condfflons of Use: Lima of this product sinall be in OW accordance *0 the respective Product Evaluation Document (I.* engineering disiving) as noted herein. All supporting host structures shell be designed to nosist *0 superimposed Waft end shol be of a material listed in this product's respective anchor schedule. Host structure conditions which aft not accounted for in this product's tespeclivis anchor schedule shalt be designed far on a she -specific basis by a registered professional engineer. All components which :to peffroon-W installed shah be protected agoinst corrosion, contarrimation. and DOW such damage at 0 times Tits product has been designed for too within wW outside the Koh Velocity Hurricane Zone (HVKP. Respo;tfully, Frank Bermando. PE ENGINEEPUNci EwREW ElPF0046541) I Cen Auth � 9885 160 SW 12- AVENUE SuiTe 106, DEERFIELD StAcH, FLORICA 33442 (9S4) 354-0660 1 (866) 396-9999 TeAm0EmGiNrtmimGExpRtss.coM ENGINIIRINGExpitess.com INSTALLATION DETAILS FOR INTO POURED CONCRETE, CONCRETE SERIES 2000 E-Z HANG BLOCK AND WOOD STORM PANEL STRUCTURES 6) POLM T FEE, om OR CONCRETE VLOCK ANCHOR 0 12' TIC 1/4"0 IAPCON NICK WAD TEX SCREW 416A' FROM =104W J14.1. HEX HEW TEK SCREW FROM ANCHOP. 0 12, ac� JIDOE OF 0#4' EDGE OF I 9 1 ED 2 L is =M W a 0, ai� 11 /,t. I 10 GLASS --i ALUM POP 01 RNET" TO GLASS. Pop C1 RIVE1 MAX. LENGTH 4; 1 1 PANEL OLMM is $-$UAPATOt- I to CLASS. 01 Rin. V-- SEPAPATION 0 70 OLAMn C, WE, to Will 0 1/4*0-20.2' OF -L- I REW "-L- 07 1/2 07 114-0 IAIPOON ANCHOR 0 12* O.C. 1/4'0 TAPOON r- ANCHOR To 12` D.C. arKINOR"D 2..4- wow PLAITS: CONCIRM 9LQCK iA "Qum imougmt) WALL-AMNTING SCALE 3/8-1" ALTERNA11VE EZ1W SCALE 3/8-1' JIM MiNt. PANEL LENG11i I . NVALLATiON ARE ONLY VAUD FOR MAX, A.S.D. DESIGN SHALL BE 21-6' PRESSURE RATING +/- 40.0 P-9 f. AND 6'-0* MAX PANEL LENGTH+ 0.44 I% STATE 0 FLORI OUILDING CODE (Kan High Velocity "Wr item it"= W 24 GAGE GUYARaED SREIL STORM PANEL GLOM PROTECTM PRODUCTS, LLC. 00ftO Zons)l 40/17/euii 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Imor 01, 1131, MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ...... mt_tttftVX,. a* OWN -.1. IN, 20-175 DENS" OF O�55 OR EOUAL. ft. - 1 - 1 M . PIL Fxq ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)j TOP MOUNT (CONN TYR 7TPE AS REQ,D) se�MON OMOOIAL f.1,20 BTITCH BOLTS WITH WASHMO T WINGNUTS FASTENED OnRLAPS 0 KOSPAN*(i APPROPRIATE SPAN TASI 'oe r--7 N L-L Barra � MC-3UNI (Cont YPE AS 11 UQ*D) Nt MAY at AT 0373" 6, vorT t-I'N TYPICAL VERTICAL MOUNT ELEVATION "ll2i WT S, ELEVATION top MCUM (C"-rvpe-\ Unto, AS Uqo, (SPAN ABOVE 48MUCTION) Tborrom N - rV.011 WIT to 61 I, _7 Entax osgrobcnoN it OCAffON 14AY VARY I BOrrTJM MCKINIT ( NN tSPAN OELOW ITite At RECtO) OWRUCI`ION) FANELSMAY BE NOrCHEDAS REQUIRED, -1-AL.W.20SMCH OOLTSWI WA6,11EKED OVI 7 T CONNECTIONS A D AKHGR5AkFU�WWCH%A NGNUTS FASTENED 0 SPANS ABOVE It SELOtV cmi OVIEFULAPS 9 MIDSPAN tUSE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION IM (NOTCHED PANELS) \IV NJ S, ELEVATION MAXIMUM ALLOWABLE ,jr.r �i- DESIGN PRESSURES: Z�4 AS NOTEID IN DESIGNI DESIGN NgJES: SCHWULES K*1TM,rDNEGA1IVEnGNpRE URESCALCULAM E I 12M IS, T 9 Sv a r R IV PER BE, re E IN C T I! N45 ULR TRNTCHA ER R A H ED I! AL E UkSq AN V Dits OR UAL TMO TH N I N P UIR! VAI ES LiSr 4 APINT, ANY ASSE SLY AS 6 K GENERAL NOTES: VISIT OrALC.IW1543 1 $.- 0 WFA fj"; Uj T jig 5 I Imar. _.Apc� .2 2W" 0 4' 0 owl' - 017501 UA11. 0 0 0.12s"_ J 9 TYPI 11 p 11 094% C62. 14 QGIJ ale 930- _�ILTS "1 4 .1 Of 01 WOW- - - T 71 2.000" I QPIL 250� -4 2.000,1-- -.1 2DW Typ Pit; 6 KASQ--OUT -U- HILAININ SIAS& ekkIASUP-Ift, <11 T 3 390" MA 0 30" 0.36s" JI `6a 0 37r 01 0-350" ;I Ir 4 112.500"PANEL COVERAGE j- 0 cl;"I P 0-290 0.05a. 14 071"FAMELLUZ11 LEA so'. 4 DIRECTION Des. 065* VA a aoi,,-� �03014 r Gogo. ogy, TYR rr= 0 375" LEO DIRECT" 127, a I I- 0 rw Livrs T, 41i i 11 MAX. A"MAX.- CMIRQaWM DETAIL A as, MAR BUILD -OUT LAj OWANCE T R"11 LOW 1 Low FLAP MAX 25. MAX 'T E 1.5w MiN MIN aw ,T Ll 0 �vUww CMUMMAU -CD > 2 o 2 cu -0 Q- im -r) 12 cn CD a CD = -0 W -M :2 0 0 -0 0 0 LL_ 0 - > Cn C4CU E 2 Q_ 8_ lit -0 '02 C 40, Cn LO 4 Z Z W mi M (At '00, OW ca C%a Q LU 0Z 6 CC c; C-P Q C 4 CAD >4 CI_ cut cut C,2, W J2 CIP CD ea cc J2 CL MORITZ,"' WABLE SPAN SCHEDULE ANCHOR SPACING SCHEDULE: -IV7 T 24GAUGEPAAELS. PANEL FASTENERS 6 Is 3*0C. 41040% FF TOP MOUNT rc or :% :T - ; 2.3' NMI! 1DUMT" 21 a- WOe DUTA$iCE AT cn _71 ALLOWABLE PANEL SPAN & GLASS mAx memo$ -0-0 11- "1 "1' max memo me mu T"I cooN TvP FRU"119 h- at mene-as Fee T_. v SEPARATION SCHEDULE: 01 a, a, I VIE. I w mom b Izit, 26.0, 14'r, q.9, 101140 i1o.2 44 12 1; Id.o 111 6.1 u�..rEgaD 3) 0 Tit ad 1 24 GAUGE PANELS ir IT, & jr 2-c 21r DFWAIIT UtTRAC411 20 - 1. "'T :si 12.s' Ica IF 'Li IzAr, is lao" as, IT, A ljjl*l 61 12!!9 -340" 6 11' Ir It, 4� _91 14.0" 1 &1" &5* 12,5 16.1)" &1' "' :, �, 4 �. ax. N4. &I I" &sD" al� s.411 MIN*AU#* 5TORM PANtt MPARATKIN I Rom GLAS5 its, iffit S.4" 141" IALD' 1143' 3-4� 49 2 F jo.". 14"'. 6 'a' 1"4Z. WINn 7ONE 4 Es"TIOU #A(Ift I TIES) 6 r 243 011 &L" St R �Crl& 0 -6 YG'Q- 14.7" SV` m 21.1r, " Is is . like. 2�7'- fijr, rj j7 12.9" IILTY' o" Ali -S" 1XI* f.4" 1. 147- 5 D' ItAr' I 31r Z LL W Ar Z4' AF '�ir 2F 2;r LIS' I6,W Ll' 5A* IT., ILL 6.1" J44- - 14.1" 9 D' 32 T' ICU- �47' 6.11- D"d MOW 24' 2V Air ILF' 2SW 14 9' 15 V' 11.1" 14,11" 15,11" LIA" 13 is -A' it 4" Jo.l., 11, 1 Ur cm=. 31 L2.5- moo liko� 2gE 12.F. I", 111.@- 6.2,11 OIL'- 22' _TF Is, 3or IT 59WAT ULTRACON I L 3F __ W -I-r 41 woobscitirw 41 346op MAO &1- 12.17, 1641, Is 71, 18 12151. 36 Q' 9,1* $A" 113 v MICTWABILI INSTAUAnOhStM INSIALIAMNIGRFAtFA 114"r xr 27 4 me .8 121, g3 , I& ix�l - 97 12.V: IL THAN 30'AWVE GRAOE THAN jr; PROVE GAAOf g sf P sPAN --- - ------ *ri'�51�7104 2r tr 44 141-�, �r� Sake Alai 114 t -T --to a T I %L3' At" It S� 0.0" 1.8" :16: D: ITT, Fit, -12P : 9=-Om- 9 , 41" RAI, 72 Lk's' jd'W' *,it'. 3.4. It's' 16Lo" li.6�- S.S. 12.7' 16.0- ike 40" W66 . , WHI 32 925-- 3 oll ItT, 12.s.. Atka- =3 CIO 2 Min .1 I`T' mo.. %tr _10 I T,111111, 1112.51. 41 IsA U) is 1A a., 2 14;n o12" 123" 11k.2' 13o r IN tWt -kl -1 AN, A, K-11M 44 IjLV UTZ' I'%V' 13"" IT 5" Is G' 12j" 'I'd" 1Z' 115�D'W 5 1245 2,Sr 224 r6_7 115" > its, ski Ito D "1 6,06 7161. 12-01 �s 17, 14�411 12,11 ilLtim ILT, im 12,3" ls.w 11.3, 19.4. TOP io. 12 V, 16 oll 1. 0 51 7EW :L 12-5 V_ 6 1 tz's- 161o" IIA" to-C, 72 It r, 16411 �2 It. -6. it so Ixo 1. 6 Of, 1. Q I&CP Qv :6 4W HO.- Is 12 sk4r.0aff.m., 8 a, MIA, 710' 1 ;F#' 94*0 22 4161. 12.r. 15. H.en is. - nW0 -1" 10 Wl- 12 1.11- M� !Xkr,� D Kitt, 16.01, 1 it - '.5 4, il.vl lex, I ". _!!W." 41 A" H11.1"fit- 41 MI" -1 W .1m.111 111 or W Im �x W**D HJ�QIC 48 11.4g' IF I stis'n 6110, i 72 15.5 _fj .. Ix TIT T5.3- JIL 4-.1 4 1 ?o VIA 61). 2 2-2t, V. Ttlr� I,iZ 11 0_ 61 11 In 2 34" WGa DEBTANCR ---! IWO cl- T-- -iiii-. stir, to, O"Ict, I CD 41 iz 44 ANCHOR NOTES: -14 7� a LL 5 AN04OR SCHEDULE APPLIES 704U. PRODUCTS CERTIFIED HEREIN, BUTONLY PROVIDES 72 SPAN SCHEDULE NOTES: MAX PLIMAULOWAOLLANCHORSPACING� MA)LIMUMALLOWAILESPAkPIS AND FRIS5VILES INDICATED I, ENTER SPAN DULES WITH NEGATIVE Is 12w, if oil 6. INSFANSWIDkUl. ShAULAPPLY, 4FA AM,,FAS7tNgR SPACINKS, IMS FV$TrMG!STAucruRE ESIGN LOAD 5 PANR FASIWER SPACING TO 4a 4129r, 111. 2 rA 4 REATER THAN CR %AkL To NEGATIVE DESIGN DETERMINE MAXIMUM ALLOWABLE STOPM PANEL LLI 6.2r littv. LOAD ON IIHIJIFFER AND SEE N OR EQUAL TO SH SPANSELECT SPAIN. SCHEDULE 15 ACCEPTABLE FOR USE WITH Allmoon 0- LACT SPAN GAEATER tKA PCSFFIVE 05 LESS THAN OR EQUAL TO "An - CONNECTION TYPE PASED ON Tfl.Al, FTIRG DOWITICIN LIREE MOUNTING DETAILS ON ilk .1 LOA its 2: 3 N. 8*1 a V- 711. 'Pif NEGATM SIGN LOADS. PAWL FASTINERS' ARE STU 06 USED IN OW UNCTION WITH ALL MQUNTING InfrRUSIONS D .1m_ Pat, 01' 6.8. TRACK, STUDDED ANGLE. ETC) USE6.21�0.0 PANEL I'A"PIFFESPACLING TABU VALUES FOR 1", 0 KIM 1 2. 'PANSIL =FRS' ARE STUDS USED IN L 4o It's, IV, P� ('P-TRACK, MDOED ANGLE. IFTC.) USE 6,25' K 'It ALL CONUUNCYION WITH A j. MOUNTING E)TtRUSID"S .1 NO a ro 41W 51 F OC. N -NER SPACING TABLE VALUES FOOL 4 CHCT DER lh��UDIN BUILD"Unco"o"EaNS) 1100 4.0" LIS" I ITT,)" 1 Ct" 1 4,W' L25* 1111.2' 44" 1 4.13 AN at, BIRST IN ACCORDANCE WITH MANUFACTURERS'RECOM4ENCIAlICN& I P -- III u., I I V- 1 7 mr, it V, too. 81.1 tir, 5� DW T STRUCTURE SHALL CONFORM TO ASTM COO RUDM �#`A FIL FASTIE tir m"11 �, ALL III ALL H, AND 'Ir,41KDERS IINCULIDING BUILD OUT ALL powl's 4out 517 +1 =2F re, a- -R, r 97 IT F =I4UMR`=e`Nf SMALL III AS,NoTED IN ANCHOR SCHEDULE, moNS) 11 _�,_ __T_ 121911 3 UNENP INTERPWTION BEtweEN LOADS 15 1W k, 49 I2.S1 lol'r 7. ?A- 1 .51, UK 1..' 2,11" P 1 7 MINIMUM EMBEDMENT AND EDGE M51ANCLI e*CLU DEB STUC W. FOAM, STICK, AND OTHER WALL COND I - f FINISHES WALL FINESHES SKALL at UMIROTO k/4"MAXOR SMALL 01 vejurrED my orHm To ACCePTABLk. OTHERWISE USE NEXT HIGHER LOAM e r v: a * ftw 32. 1 r 7112" 1011 MIT" ?,r, 6.211 12.31 MIT`, 7.7 (D I ADEQLATELY rPANfi"R LCADS TO HOST STRUCTURE It 7-1. 63. 11A.- 14 q--- -I?-- ex. a V- is o- 1,11 ;1-1 04'.1 M. Team. 3.11 6.4* 6,23" JIM CA` 44" 4,1r 16.3- 40" 1.7- -�NOIEDHMMSRA=Et4S6DDWTOUN-OtAC*I)COX'CREMQNLY a. 0010011,71 ANCI Lj 0 00 21 1§ N Cn 11-A, +1 -12. F 31V S.2-. 4,W LIS" 9.3" 3.4" 3.3" &Zl- 10.2" 16- X3- ILTWOOO. FWMING aw GLASS SEPARATION NOTES: -I"- mT..'T" -., UT-.A.WAT, W.W - G CONDITIONS MAY VARY, FIELD CKI�� i.ry TKAT FRAMING MEMBERS, NOT P I eNTm SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETIERMINI! 44 *.2y, ILT' 4,4� 4.1 4, 5 1.3, Lr "s TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE cLosuRf PIKES, CID r7 v. awx MINIMUM AtILCIVITABLE SEPARATION FROM THE OPENING TO BE PROTECTED, I Pont- 32 6.251. 147 *V iiz` 1-5, 2.3., 1.23 ED, WHERE ANCHORS FASTEN TONARROW FACE OF SITUD FRANTINS, FASTIMALSKALL BE LOQUED IN 111- �, A;`1 ", , '%' "T" IM 1 3,7- SCHEDULLE IS AsQUIRED I is 7_1 FOR USE WrrH POSITIVE LOADii ONLY rqD. CENTER OF NOMINAL 2 X 4' (LNIN EDGE DISTANCE 15 ACCEFFASUE FDA WOOD M BID). - Lej)WOODSTUD(Y INTERPOLATION bVW15M LOADS IS ACCE"AbLE, OtHIERWISE USE NW HIGHER 'It" I'm At FRAM WOOD SITIJ 0 SHA 15OUrHEAS PINE'G-0,55 OIL GREATER DENSFN, LAG SCREW --Fz� SHALL HAVE PHILLIPS PAN 14SAD OR HEX HISAO, 11%, ,ri -.1 LOAD F-1 I FOR IN ALLA71ONS OUTSIDE OF THE HVHZ AND OUTSIDE OF eSSENtIA1 nwa 1 1, 1 1& it REMOVABLE ANCHORS ARE. DffWALr PANELMATE, ALL-POINT3 Sa3D-Srr& BOSS BUSHING ,v � . . , r F AST WIND ZONES I THROUGH 3. THE GLASS SEPARATION Witt, LIT. MACHIN SLREM SHALL. HAVE In' MINIMUM ONGAGIMMENt OF THRCADB tNTo THE MC Ci; A�Ct ACUITIES TsNT v�ImNxm LM SCHEDULE is Not INTO AND NO MINIMUM SEPARATION FROM THE ANCHOR APIDI149AY HAVE ETTWP A FAR HEAD, TRUSS HEAD, OR WA HEAD (woEwALx 20-31S43 W" o _D I..' nlw-rr OF - .1 20-31543 at PROTECTED OPENING LS ftEOUPED� _�No,`t,00 1.19 W4. Mi-toP 13, MNMVM EMBEDMENT AND EDGE DISTANCE EXCLUDIES STUCCO Opt OTHER WALL FjZH -31543 20 tt� jr DFRONATEE ANC401it CONDITIONS WHICH ARE NOT AOCEPTAINIF USES. 0 IS ib Ll DIRKI MOUNTING CON TIONS_ NEAR INTERPOLATION IS NOT PERMIT-TED ft'R U59 WITH THE ANCHOR 3041DOURS LISTED QN THIS MET. Z M r5 A AL ERRESS PANEL DETAIL ci lw _/ RIOR FASTENING DETAIL FASTENING NIM"I �K;IIDN L N.T.S. Z CL SHEET NO. SH 1 .51