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HomeMy WebLinkAbout6462 Beverly Hills Drmum . , I i I 1 1 P I''111111 il. r 1 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALTorALT. Alternate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.L Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir emu Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL orinsul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lav, Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative me Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom -Window DIA or Dia, Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D,V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev, Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone We or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf We or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt, Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150—C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 4.0 ADDED ELEV KLM PER C.M. 3326 Al B1 KLM INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 HVAC PLAN 6 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 1 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS — D2 SECTIONS & DETAILS D3 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL - FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N > w cm o N f� i C= r V1 C 3 a 67 �o co �. r,d rrr c s ' E fits '. a �..,...... • d 10'S 11 Symms s (� d. ✓i; � yq'4 IV r�Lj����d To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W v0 co CD Q 8 N 0 N O =! co ' p �10 G y n rr-R M ui�v # LL W o_ �U-� Lu cc z �� m w W Z Nz ¢ ILW N O U ov W 0O 0 M u z co o 0 z C � o J — N M N z a 0 (y `o Orir o ru N 'N U W J tO p 1 z� N • ®� U o y c U) m ¢ N 0 co o co W M M m ¢ o� z Z J E w� oz a o Q o V Z® [�O o ¢ ¢ ('L) p O O E CD az a a a w z m0 c73 Cy z O OK Z - o ono z ¢w N '--r N 3 a °° 02 g z ao o Jz �o CD C.0 �* zI< a 2 S > J L ,LO o, Q co r N Cr Y r U N Ir- LO Q O N � N NI M N 0) r LO M Q M r E o z Z Z E ti M W M E a ai o � a U —J Q p JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. C S I H B S3 TYP @ 1 STORY S3 O 25-SH S6 TYP @ 2 STORY ei q os,= AC PAD _ Mb� O W N °° C OJ SHEARWALL S3 STESim.P /0 0 I OWNERS SUITE Q 8'-8" CLG. 54 CARPET Sim. 41 I D3 v 19'-0" 5-SH R&S 6------'I 5' 8" 3'-5' 1 I I `� r 1 ; 1 I ( EQ E 10'-5" FIBERGLASS SURROUND 12'-0" BEDROOM 2 8'-8" CLG. CARPET 5068 BF 8'-4" =� Mw NW Og H3 I 2668I i I 1 ( I N ; I 1 .I.C. 1 8'-8" CLG. TP a CARPET ( 1 6'-4 8" r �' 2 TP 8'- " C FLEX 8'-8"CLG. CARPET - 9-1" 3'-0' 1'-8" $-T E I 266 = - FIBERGLASS SURROUND O 60" X 36" SHOWER z w H3 - 2068 z �o 1 - _ N W �� r=q W `� m NW M� - - 3'-7" ih M 0 w Q W S4 PLIFT tio,1 2868 IR.A.G1 - u-- ----- �- R&S HDR AT 8'-0" PLUMBING LINE TO I i� SECOND FLOOR C07 _ I �3� 2x4 #2 SYP ) UDS W/ 3l UDS 2 SYP T o DTT2Z @ BASE DTT2Z @ BASE ;nTCH 6'-T 2'-6" 3'-4" ----- H------- _____HDRAT8'-0"- 41. 1 -0 TIL 1 T-0" ----- DR AT '4' I `4 N iv CB --_----- R&S I o d 21'-0" �� 111117* I N ENTRY �,, 9 -4 CLG AFF =1 1 V-8" U I I - 1 _ I SIMPSON LUC28 2) 2x8 #2 SYP W/ W/ HETA2 STRAPS TO � _ N r• GREAT ROOM I CARET I = `t 18.�, I I 1 I C If..... S3 I l o STE IIZ I I IlE9E] D.W. 111 KITCHEN 8'-8' CLG. 1 TI E G.T. _ I I 3068 CC D - - - LL-7 ARCH - - S3 16-8" S3 4' 0" - - - - - - - - - - - - SIMPSON LUC28 2 CAR GARAGE IIII O 1III I1II 8'-8" CLG AFF I I I 1 o (3 2x4 #2 SPF 1 o I I of DTT2Z @ I ¢ I I BASE 20'-8" I w 1 COL. TOP @ 9'-4" � f .. iv 11 - 3_ - - -- o 1 1 I _ 40 - o --7 A O A S3 TYP @STORY i o m -- -- s z ! ¢ l ----- 9- 4 SH ILJX11EE�O i2 -- - - -SW 14 �'-# " - ..I.. 1 ! - -o b r 1 (3� 2x4 #2 SYP 55 UDS W/ DTT2Z @ BASE _ i• N O 1 SEPW/O o CAFE Q o0 S3 m 8'-8" CLG. CO I CARPET SHEARWALL D2 O to D S3 OPT. _ REF__ ---- - 2'- i ih I 15 To- I f - - - 1116 tnp H1 11 N - H 868 CC S3 °0 7cuawil = to T W.H. - J a CC I W S3 1 O 0 o PANTRY I I BUILDER TO PROVIDE 1 APPLIANCE PROTECTION I WHEN REQUIRED PER FBC I I VERIFY LOCATION__ ELECTRICAL PANEL------- S4 ----- I 1 i 1 I I I I I I I 1 l 1 I I I I I I o, ,- u LI " H -= Al' 8'-Oa' - - oo TILE OPT.i D O co NI g_gp � M T. FLAT CCL 1 TIL . 0 - - - R&S 12" DEEP `� o CV A S3 TYP @ 1 STORY HANSON BOX \-DRYERVTE @ 36" AFF p S3 54'-4" J S6 TYP @ 2 STORY VERIFY METER LOCATION WITH BUILDER 1m 5'-8" +5 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/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 HS (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" 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 184X254 S.H. 13 20 X 38 J 18 J X 37 1 S.H. 14 20X50J 18JX50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 11­12 271/4X26 26X25J S.H. 1H3 271/4X38J 26x371 S.H. 1H4 274X501 26x50 S.H. 1 H5 27 J X 63 26 X 62 112 S.N. 1 H6 27 J X 72 26 X 71 1/2 S.N. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 2 X 37 3/4 S.H. 24 37 J4 X 50 J 36 4 X 50 S.H. 25 37 J4 X 63 36 z X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 J 52 z X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 � X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Nntet; 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" (-A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDIGATED ABOVE "ULTIMATE" WIND SPEED. THE WIND PRES LISTED ABOVE ARE ALLOWABLE PRESSSOFFIT R DESIGN PRESSURE +29.7.7 WALL LEGEND MASONRY HGT. @ 9'4' A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1#13111 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTAL AREA 3845 PATIO 24 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR FLAN ELEV-Bl EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: �4 r=1 r-Orr I GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) ', cv ua 0 C.� c m C=) _C - : Q N Y r d > E � 01 � �6 � >•. � to Cc ,c O ' N• G �,SE r ' ^'O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W 'i E 0 0 L- m - � b QNMd, # L� G uLLI J LL LL d In J V _ w d Z � c0 o c m z o CI �rallo O WC) m ILZ IN Nz ¢ J INNO U �¢� Z 00 U W ❑© ti M � z �o �o z z o � J - rz z v 0 o �N w J OW S w LU J p� U1 ¢ 04 o N IM �m o co w co coO zz z S E �O QN O- o z z® oa H r0 0 R 0� o O¢ Oz N � L ao Q dZ (B - _J p z Nm ' 0 O Oz z QJ J a ° aw cn o < z 5° Q a 0 w W U WLL ao aLL �r �� o J z w� >=°x �I0 CC) 10l¢T� � 0 2 O i aN.. LO LO aD T Cal W � L N J U m to LO LO Q 0 N 0') N CF) Lin M Q M r of m LID o z z E CM I a. E ai U ¢ p JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 1.0 m T M M LO 0 0 vns 0 cri 01 cn 0 I J m T M IY'] S M J 0 I LO cnn O c :xL H Q 0 a E N O `v y t� 0 v U y v .o i a a q L� r-------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E--------------------- 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 34' 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 140C 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'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X37i S.H. 14 20X50J 18JX50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18JX714 S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 11­13 271/4X38J 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 1H5 27JX63 26X62112 S.H. 11­16 274X72 26X711/2 S.H. 22 37 q X 26 36 4 X 25 1/2 S.H. 23 37# X 38 � 36 4 X 37 3/4 S.H. 24 37 T X 50 1 36 4 X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or 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" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 F +26.6 / -33.5 GC SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTAL AREA 3845 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND PLAN - FRAME 2 x 6 R-13 KRAFT FACED FLOOR ELEV-B1 ON CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) t GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 1/4"=V-0" I (GARAGE / LIVING) N . C26-Fi CO W = U_ N N N C N d m N ; S `11: co w d .0 ta-a o; C1, , u 4 { ,INN". � 0 VVPJ 1 fir' ,. r ;�7 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. N W E 0 a co 8 � O 00 a)N r� 7 , r r vJ (�: � fA vccoov � a C -J W � ccLL a Z - -0 a s mo FE 0 "' Cq W ' 0) cp m Z co MZ r_ LLW N OU t9 Z � o E3 13 M � z � � o 0 z z o d J - � in N M u) z 0 o Cn LL (� w ® m U w Of �N � U W J `- - E L S = I z L N N QCID O o w z U_ O zo p0 w z g >� 6N z® o a Io _ R so OU O� z CV M L ati ¢o ¢o wz . rp rog O z �m aw J %N owg �z U a W �LL x� - z �i �F z< ° 0 C:) = J LO u , Q Ca � T N Cr M m Ln � r Q N I N N N C37 M r LID CM Q M r-- m w to � 0 Z z y E MID ca E hi U a Q p JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 1.1 ti 1.2 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING =1N rx- rN CONT. HANDRAIL RETURN TO. ADALL DETAIL -' AL NTS STAIR SECTION Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9116 inch or a bevel not exceeding Y2 inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7,8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 3/4" PLYWOOD DECKING I 0 50 i 0 cM MIRROR O. BATH ib 80 DW 9 M KITCHEN ISLAND 00 O F 0 co KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW le T MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES /7// ROD �T� z 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. tY Q TOILET TOWEL BAR -- a > / ON BATHROOM WALL MEDICINE o _ SHWR I o co CABINET TOILET VALVES oo = o SOAP PAPER C° o DISH_4 (j 80 U } I HOLDER d- 02 O Z _ c4 IJ_aC Q o M �? > N > o M O c4 cM M N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY r r ■ __ 60 0 FO 0 N 9 t0 9 r MIRROR O n. 9 0 IZI O M BATH 3 LL_ I LMIJ KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS ---� 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS - 0 COUNTER TOP 30" H BASE O 00 ILL _ O 2X M 00 FRAMING 1 /2" GYP BOARD - T FIN. FLR. SHELVING CABINETS - *=1N 1'-2" SCALE: 1/2"=V-0" To 0 0 � - r '— co r N CV N FIN. FLR.. IJ ISLAND COUNTER III CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1 /2"=V-0" c.c coo ev o -o W G—? o. « c a C_ N i0 Y r W G • ( y °.0 c -:.wj, _� Fp a �4M :r el, A d iF�yY �3•�fl� !JF16 � ems-•^ s '�, •'\ n��A ��.'s§na sws2wp' w�r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W a �E 0 8 00a> 09 �Ndi Q �W Eli n�rLV dj 04 V 2s, I.� C _,5 LL W I E LL 55 � 0. Lu Y ILJin IL o CN N z d ��E L N O cal � o W ❑❑ N C�J 0 W NN J - - N M L O-� Chi W g N � w � can WRig z S C) 0 a <U)� Q N O Mid r- CD co CM M Zo w Z a u Q E � V zo Wo z ¢ � za9 > ¢� zp oa w o o¢ ¢= 0 oC ww N wa M C z Y x� m, O 0 Zr maneZ S <w °a ,yLL az u�w aLL �3 =r a c a �o a zI¢ 0U In O c� _ Q F-CID i M J N N _J Cr r r m m LO Q p N N 0') N M Q c` T � co - I N o z z E co a 0 � ¢ o °; JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 2.0 t.l.� La f ay°3. I �Tm co b? bo CV F- T.O.P. ------ HDR HGT. 1'-011 EXTERIOR PLASTER ON FRAME ---�` 2nd FIN. T.O.M. — — — — HDR HGT. FIN FLR SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 5� 12 ;�5 7'-411 FASCIA (TYP) T.O.P. HDR HGT, 1'-011 - i 1'-0" HEE FLASHING LINE OF 2ND FLOOR I WALL EXTERIOR I PLASTER _ N F1 ON FRAME �F F- �i'� q1F1 25 SH 25 SH F12 1 25 SH F1 Eo FLASHING 2nd HIN. F ---------------------------------- CJ/WEEP ------------ ----- ------ --- ---- —--- T.O. M. -------- ----- -- --- ------ CJ / WEEP -------- ----------------------------------- - HDR HGT EF1 r TEXTURED o0 CEMENTICIOUS FINISH ON C.M.U. (TYP.) 11 11 1. 12' RIDGE VENT F1 00 F TEXTURED CEMENTITIOUS 25 SH 25 S FINISH ON C.M.U. FIN FLR F2 FRONT ELEVATION — 131 SCALE: 1 /4"=1'-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ------------------------------------------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------- ------------ zl�zl -------- RIGHT ELEVATION — 131 SCALE: ,,. _, A 09.24.21 � o > W _-. _._ N �' _ • yy1.23 N L � d A yoa si d f0 o cs 0 g p Et e*etifyso��s a'i 3 E t o it is A 0 W ewNaa7(_ ` S{` use a ,a9 •`e m J a SS�O�°�� r 7 d ° i u &� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0 � Ci C a N � � ti .=Zf;C N Cl) Q JLLLL LL d z 0'2 Lu 2 o `� W Z UMW J LOc" Z Z N OU W a❑ z N M O O z o Q (/)V) M z a Qj o (Q C7 w Q F U OU, C U WWINJ L y z� 0 N 41 O C.0 w M Z o z a Ly z a p � }z ¢g CI- EOV ❑ t� z® oa d— —_ R� o aF ❑0U ❑ O� O N � p ao 0 a❑ d z irw C U y0 m0 Z oz Z QW 0a z go 5? a mW U O CC) w '0 a� d ° 3 0 = 0 J LO L Q�JJ��` 1.— — V co CN CY) �L M W m LO al }1 04 O N LO M CIOQ M r- E � � .. z z E M _ a o c�0 ¢ o JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 3.1 12 5[:�7 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - 12 5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- ------------ FLASHING EXTERIOR / PLASTER ON FRAME 12 4' OFFRIDGE VENT 4' OFFRIDGE VENT 12 5 — — —\7------- 7,- i i T-0" T.O.P. HDR HGT. ` N00 ------_— 2nd FIN. F R. M1 T.O.M. HDR HGT, ------- FIN FLR REAR ELEVATION - 131 SCALE: 1 /4"=1'-0" T.O.P. HDR HGT. -I00 r CV DO F- 2nd FIN. FIR. CT T.O.M., HDR HGT v h FIN FLR A LEFT ELEVATION - 131 SCALE: 1/4"=1'-0" REV. 09.24.21 C= o0 as -a � w N O 0 Ci R t3 ' � m yfr N R O a— O ` R �C L1i o = a R L_ - � o w 1l;Y9Iltt i'ttl i9CJ �f�{r�� j �. a' 4:) •• °� 4 a '•.•.FU0 ~�4"", /�#ors0il 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. fA W E a o Mg N V N O a( C N p r 7�0, 22S5 L 0 a;MC' �1� JLLLL S 0 4' Z V w � � m � 7 O r W C/) O Z CIL OML Z m Q J zN OU W M Z N M O Z � N J N ti V I llZnn �O V O W � O—� W p N 04 U W U E m L aj U o $ n � W M CO w ¢ N Z z rj �- O zo �� 0 �CU Z Z® WN ❑a C 4z XU ¢a q0 O O N L qi Wo ¢a wZ W� W yJ M z Y qm o zz J a ° QW z u7 3 0 gz ¢� 4 W ¢Q �LL 2� A O Jz �F dI� a 3 C O ,o E2 >� J 'h u / ' lcc rn N �..� Y co N m co LO Q 0 N o') �� r1 � � M N � La/ a)LO E o z z E M C d 0 0 J Q � J JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 3.2 3 Z J L� cr4 M M v Cr cn C-4 co co CD O I m N M LO :v v (n 0 Q rn J CD O I A Ln LO 92 v cn c C QN N N d E d E CIL i a Cr= U U i 'o c 0 0 J N t� N N 0 0 a QLO v N 2" 1rr N M f2" N oo VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OFF+ OPENING 1'-10" =,N "' s CAP 1" RADIUS 31/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-54' a`xv� tp 1/2" RADIUS 1" 4" VARIES VARIES = rM f,N CAP N 1rr V. 1 1 1'-A N o M "t 22i' 12" 1 1/2" RADIUS VARIES VARIES T 1rr 1'-4" 1„ 4" 344 MIV - `° v 1rr 1rr rN 3" 3) 4" VARIES 12" 2 r 2r - 32' 11' 32' 2 1/2" RADIUS BASE LID iv BASE 3" 4 c I N I 12' *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" 6 1'-6" 1" 114" _ __ ki T 1" r� 24 • � 1-1/2" THICK 1-1/2" THICK ' 0 r N 4" 101r r 21" 4 `v �} � N O � � YM 4" jrr z M1 c� 2" 4"3rr 6" 2" Cn Uj _ CO 1-1/2" THICK 32" 24rr s � T �M 2r_4" 1'-10" 4' 5z 1 _5 52 - W 4rr 54 1 r 4rr 3rr N E VARIES VARIES 2" W � TiYi -- Ir �2r VARIES VARIES 4rr 8rr _________ N N 00 co - 14: 2"ll �M 3z �� Ot< �, �' it err z 4a Q4' :- KEYSTONE F11 b _ - OPTIONAL T Q1 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL 3rr 3rr 3 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - � R4 r, �. 4 2 VARIES f2" 00 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK &1'_4" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" T-0" 4" 101, 1,_4" loll 14'J.L 4" 14, ;- 0 N 12" 54" 2-1 1'-12' S4" 7" 0 �. N iv N o N _ .— N_"qv" N o d LYzo, 1 " 1" . 2 CV� O GENERAL NOTES: co `r o 1.5 LBS DENSITY STYROFOAM AT (HARD COT) OACRYLIOC SAND FINISH ,l 8� -o co r� ®, •aa = o7i C � O � C.1 L CV CV N M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � ro 00 0 0 9 N O R M J LL L i LL w d IQ Z m a 0 M r w W11dj _o o CU N W��6_jO' m w IL Z rz ZN O U < U W ❑o C M V Z � M — o g Z � Z o 2 J — N M ^LO' Z a W U o ILL C/) W 2 a U � IOI ^ w v, N N � � � r— W wigw � m � C W N o w �vC.C)j coii2 Z F Z a E Z Q O C w�® z ❑n Fes— M U❑ 0� 00 C N i ¢z wo a z c� Z$� z OY W m o ❑- - r✓ hco m >Z dJ J 3 < e � z go 0< a U ¢� F� z ¢ a yo a S mot• ZR ° 3 cC:) LOO �--�LO10 Q 0 co N � � r Y r � mN m L^ J Q Q N I N N N d^i r L , CM Q M r E LO 0 z z N E M a) c`a Ca D E U Q JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. F 1 M b M co CA L to WE v 00 .o Q c� O I m co tV to u7 41 rn 0 .c co 0 J 0 1 N 0 C Cr O Q N O Cl E E 0 41, >v t� E2 v 9 CL 0 0 •U J r 0 LO v 0 0 a lV N N v 0 Q v' 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. M C 20C 15C UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING O TERMINATION PER 7I NEC 17, 250.94 GENERAL ELECTRICAL NOTES: I Typical 150-200 Amp NOTE: ELECTRICAL MATERIAL AND Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UT In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.P.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 ,ilcN, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-0 PUSH BUTTON SWITCH (OPTIONAL) } ® PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) Q TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT /I] ELECTRIC METER WI ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT Nl 150AI200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ �R I III 200 AMP 00 #10 to WH 1, I /� 10 #8 to Range 10 #6 to HVAC FIRST FLOOR ELECTRICAL PLAN - ELEV-131 SCALE: l4"=1'-0" c.a cw CU W CD - _.._. 1 _�W u-a c t6 O L :y 0 as c _3 3 o __. cc ' fC CZ '� 0 CN CV 0 CV <-- M i 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ni W o E V LQgI, Q � C N rW ao dN' U) rnS J Q M V qk ty C J W 9 w LL a Q Z - -o o' 4 m c v t'Q o W �Nm 0 ro Z IL W�O_jO' m w - Nz a Z < X 0 N OU 6 W z N [h o o z z od� J — CL to l%i M z a � a 4--J N w � U OW � CT /J Ln �t/f fQ �co — U W J win (— I ¢ o N f7l o M w M = o Z � � EE��� z ? �0 yN Z® F— 06 X U U �U U� Z N nF ¢o wZ d io m� U �0 Z Z� OJ J mm a Z 4w z to 8 5w w� a =w W J IIIIIIIIIII� o w o� o o� �t ZIQTU 3 0 O 2 i J LO LO rn Q 0 � � T N T M� m LO +-+ a--+ N N N `I M Q M T (i E �' cy) o z E M N a ci _j ¢ o JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 4.1 1ru.u...�. �t_to ���u�■I�IlU �.1�a11W:.�:iLL 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. 150A/200A INDOOR PANELCENTER 10 #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 00 #6 to HVAC So=zro 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSUUL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FE7W.P. WEATHERPROOF DUPLEX OUTLET G .F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FiF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 24 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 eE--, TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T 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 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ---------------------------- I I I I I I I I I I i I I I I I I I I I I I I I I I IN ATTIC SPACE I SWITCH & LIGH1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L-------------------------------------- I I BEDROOM 5 %J ROUGH -IN FOR �OPT. CLG. FAN/ LIGHT PRE-WIR G I 1 1 / I ROUGH -IN FOR / OPT. CLG. FAN/ / LIGHT PRE-WIRI�/ 12/ A 6 . v BEDROOM 6 I\ �/ i \\ I � (§d I/ I I � ROUGH-INFOR OPT. CLG. FAN/ LIGHT PRE -WIRE 1% _ I �Z/ --- ' LOFT I / r C.M./0S.D. i I 1 i I I I I BEDROOM 3 I I I 1 I I /% ROUGH -IN FOR I OPT. CLG. FAN/ I LIGHT PRE -WIRE 6/ db E"/ r1l 1 I I / 1 I I / I I — I I I S.D. I I HI I I I— — —1 I ----------- L --- j SECOND FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4rr-1 r^ou cam► C� e'd C w �c ® ® m G CV � a) m °Ci 3 cc L a fO �. .r LZ U N N 0 N M n 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V) W a E o co 8 ci o (V p � ,�., CD�N m NN a j u- LL a 03 Z Lu rmc 1 2 W �"'9.- O 5 6 N �2 W m W IL Z Co 0 L0 Cl) Z Q Z N 00 W El CD r Z N ch o g z � N � � Z J — rid TM tJ 1 — N Z Sl V,J V o w a--+ r,u � V O ) —� U1711 LU g c U J RioW r-- — E s 3 � I U o M tffil 14 o w M h o z u- E E wQ 00 zo QN z® co o M o¢ j00 o� Z c> E N ao ao WZ wz It ¢� Cn C O V Z N m F Q W Z W< N � U o� �0 ao 0�~ aZ o zy a3 F Xo CEO �I w C) a I=- 0 C O U ! o) cu �\ Q 0 co C � T N m m U! Q Q N � O M LO � M Q r 6 LO o Z E M N ti o c� m ¢ fl JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 4.2 5:1♦ 2 SLOPE ZONE-1 ATTIC SPAC 733 SQ. FT. Al O t- z `W LL E 0 9 W a O J fn N 7 ATTIC VENTILA ION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0 2 Floor 733 704 101 352 25 176 276.0 0.0 276.0 (Zone 1) Main 0 0 Floor 49 47 7 24 2 12 0.0 0.0 (Zone 2) 0.0 Upper 12 2 Floor 1552 1490 213 745 53 372 456.0 (Zone 3) 180.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 4MM moon "No �m W.W mom I I d I O I N 12'-0" RIDGE VENT LO RIDGE L W Ia. 4'-0" ROOF VENT F� N T I - I a ' 1 O 5:12 SLOPE, CN ' 5:12 SLOPE o I I ZONE-3 ATTIC SPACE 1 4'-0" ROOF VENT 1552 SQ. FT. A6 I I W a ' d � I r iri I I I ZONE-2 ATTIC SPACE 49 SQ. FT. ROOF PLAN - ELEV-B1 sws a ra W OL ys .O U 0. 9; C:i N c�n- N Zc m ca i,w U D o v 0 WIVrJf�a CO •it �r nt 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. 9) W a pF g Mg ti 0 CV a p 00 � rr-- N co a N O u C i ca a JLLILL L lD Q Z N W �? �c �S`QjQ' w Z m co 0 04 co Z N ovaU0 W 0 171 V M c�- Z N f� s Z O J : aroma U)V) Z a (i o W LL , � W VI g O W o Wy N IN v , � U U_ i W J t— — E U o o c s Q � rn r- o 0 w Cl)¢ M zo� o o } �� O E ¢o z® as w� CIDU v0 O ztt¢ O N m iSao dp ao 0� ttZ �� mo zz z � J m� a ¢w z c) CL o� �� go a mw W > ¢a �G 00 fz ¢Y 3 �� CO FF 40 p- d' OK c Q 0 — / L m Q � AWL1 CID N � r Y Cr Y T W mN m YO Q Q N � . N CD 0) 0 4 M Q hi LO Z co co f° E o a a m Q p a)a_U JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 5.0 C C d 1-STORYi FOOTING FOOTING 2 - ST 7-2„ 2'-2" 5'-4" 1-4'-2" iB"I. 5'-11" 1. 4 58 L 1'-98" 1. 5'-9" 1. 3'-10" 1. 2'-5" r. 3 58„ 1.2'-6$" 6'-0" 6 6-4" TYP @ 1 STORY A S3 t H.B. TYP @ 2 STORY J S6 C M AD PAD I 20'-10" �L AV. LAV. ; ; 5'-0" { { r r I I - TUB _ \ \ \ \ \ \ \ \ I TYP @ r I . N f Ir I / ; a 0 -0 TYP @ o \\ �\ \\�� 2 STORY � W C { I �� 2STORY o M \ \\ \\ S S6 - I �_j N I j J M S6 N t \ \ _ IHVACCHASE \\ \\�\\ __ .. SW _ III (BASED ON \ \ \ � \ \ �\ \ LOCATION \� \ \ SHOWER PLUMBING I o coSECOND: \ �\ I \Cy\ I _J LINE TC( \ \ STUB UP TO I I} } _ GJ CJ _ INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ \ \\ FLOOR \ \ 2ND FLOOR t (1) #5 REBAR VERT ABOVE SLAB TYP FOR A/C `n \ i ; f PROVI DE YZ' � I @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE "GRADE �\ \ j \ \ � � � �\ � 1 II f 7 \' ' I ' x 9 %2 " RECESS •��• FOR FRT. �"> SLAB 40 STEEL" \ \ ! LW_'J DOOR ig-10"..'.'.'.'.'. _...........'''''.'.'.'.'.'.' 22'-10" 1'-3" V-8" 1 18'-4" 5'-94 T-O" " 2'-8" 5'-4" 2'-6" x 2'-6" x 1'-0' J - TYP. M ; W/ (3) #5's E.W. 21'-6" 8'-5" T-10" S3 TOP OF CONC./ l9 1 / SLOPE I' L v 2 STORY I PAVER TO BE 4°' S3 d _ ■ 2'-6" x 2'-6" x 1'-0" _ BELOW FIN. FLR. c0 W/ (3) #5's E.W. r= - 2'-6" x 2'-6" x 1'-0"cl W/ (3) #5'S E.W. I -F-CJ I I SIM. W 7N f I I STEP CC p KITCHEN I II� I ��lo I S3 S3 (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC. SLAB FOR ISLAND LOW I II I JIg� I VERTICALS w/ in FILLED CELL M HERNANDO COUNTY ONLY WALLS 1 II �IIz I I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 ILII Jllo-, I F- �I `y I = Ji I I I MIL VISQUEEN VAPOR BARRIER o I I I II I ¢' {({ ac1� Il � o ■ I CHASE TO I I ID.W.I I I III II yll�i L� �. ISLAND A II7 S3 S3 12'-6" x 2'-6" x 1'-0" I { 2'-6" x 2'-6" x 1'-0" SW 1 J in TYP @ 1 1 W/ (3) #5's E.W. I I W/ (3) #5's E.W. S3 STORY - - - - - 2 STORY - - - - b r — ■' I -1- C C-� '-Wx8'4 CONC. PROVIDE 1 Y2" RECESS FOR SGD. REFER TO TYP @ OPT I II 2 STORY REF III PATIO I MASON'S SLOPE FOR _ I I -3 1/2' SLOPE WIDTH S6 BUILDER TO PROVIDE I i� o 4" APPLIANCE PROTECTION is co (1/E 8":1''0" I _ SVti 0 WHEN REQUIRED PER FBC SLOPE 18'4" 4'-6" 741 T-8" 20'-T L I Zv , o �• � CC i�N S I (2) #5 REBAR S3 -\� VERIFY LOCATION VERTICALS w/ in — ■' II WI I� ; ELECTRICAL PANEL FILLED CELL 00 0 FOUNDATION PLAN MONO - ELEV-B1 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 & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN J_ % lL UJ e .. IP CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 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" ,a ,a W W n.c �c.a� ca � 0) di c 4 cc•3 cc 3 '- a� C j sa = N !O t!N a. a RS;�1�ry 0 / vaa a�._y �'w�• �a• 'ft Krt,c�lR.b��ea°' O r <a. 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, CA H of y r W C 00 � In 4 Z r- I b to NNd. 2s2S U t� k v� J 5 W jwtL 5Lua Z — t I m d d' Q� W N N Z Lo N Z Q ILW�gM-co oox w N co 0 OU Z W (D M � z N O 00 Z ti M V) z Q) C9 `o fa � m '7'C• U 0 W o N^ C N v I U) JM C) 609 ~- - E 3 ! 0 N ti � � W M o g Z Eo wo -° >� Z® 01(E E U aI °w¢ fcu 0 U 0a O O N L as ¢z w o ¢� wz ¢ (� C Z Y mZE O 0 , W J < D a z to � o� Z ao yw aLL T 00 �w ¢ d o v O C L i rn c�6 F— LZ V co N r Y C Y T �\ W m LO Q O N I N CV N LO M Q �''� r E o co a o U _j ¢ p JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 6.0 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO, 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION ENO CLADDING WIND PRESSURES ANDSUUC SUCTIONS O S FORM AN ROOF HE OHT <T2 ftND RSH EXTERIOR SHEATHING WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH ATTACHED PER EXPOSURE CATEGORY C NAILING SCHEDULE EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r —2x4 BASE PLATE W/ 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): USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O.C. 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: %fi' EXP. 1 (2%6) ort5/2" EXP. 1 (33t6) TILE: t X32" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS FLOOR GIRDER 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS SEE PLAN FOR 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER CONNECTION RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 SAYS WITH (2) 12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" rn v m N r7 r� LO c cn ca 0 1 N S m ca N M LO O 7 Cn d M lV J O I LO LO L c to rn O tU Q Q G- E a` 0 c W r7 L V -) v i i Cl- 0 O J 2 LO LO Jj 4 6 a Cl 0 sIq PN M 0 m 0 [4:12]-[12:12] a=4ft a=oft GABLE ROOF > 20 O 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R I MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & ILUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") *FASTEN EACH (B) TRUSS WEB Tb EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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 w ------(A) --� 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 5'-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. CIA FX CONT LAEDGR� WMy OAK Ita. U< M a Go F1 E(13 mi LL CL ffi ] E3 120 CV 0 LID co Cr LO C SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-131 SCALE: %4"=V-0" r.0 V N C .� a 1 ®,- tn -O N i � � dJ d=��4 w ea a i Cl) (2) y✓,� U U U CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 ,�s ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSN CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft /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 (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e I 2n 2r 1 3 3e 3r 10 HIP -35.94 -49.57 1 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 (2%6) or 15/2" EXP. 1 (3�/16) TILE: 1%2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0,131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. J S6 X ¢ ¢ tQ ..¢ : .. R (¢� 'IOt• .i A1A: ¢ M ¢ V ¢ r. L¢c� ¢ B2 B1 ¢ ::: .. A_ Y!L �St IL I: Q EJ7G CJ5 CJ3 CJ1 E71- .............. I ................ ! i I i I f •� •� I � .......... 1��• �. i• I I � �� •� . �. fit• �• U U U \_0 X O(i 2) L U U ry✓� U J S6 HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" 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 R73 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 H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1 /2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 314" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 518" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SIDS 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" SIDS WOOD SCREWS AND (1) 518" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)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 / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY 'ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—B1 SCALE: Y4"=V-0" o f. d-a W � a ati ci c cc c,;1 N` N CC 0, a y v eo Q N � 01 C- y'o � 8 �a ca u CD '. T J[ r nALAU To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W d EE tt O N 6 0 N d� '' N 0 7 L0 y It Cn N ~o # Q LL J U. W JU_LL , d. Z Lu M a rn a mo WN�pjO' 1. w Z IL IL M z Q Z N O U 0 U W 0p Z N M O O Q � a o nCal U v) N M Z c Iy 1 W (,t o 4-1 tL Cl'1 LU U Ow U w ag~ m o 1 t U U o Q o O coz w C'-) M z o ce 0 E � W O Q N z® on F-' ca r0 t 0 oa0 � o - o <o 0, wz i ¢o W� m� n3 L- Y U O O LL Z _ W y m � 6 W J 3 'w 0. �m z- g° 01 a �w W U as F_ C nj OCD a �O a lz V� zl�¢T�U 3 2 O i 1 q L0Ql 0 j r N r � rr^6 Y v� m m LO Q �J 0 N I N N Ln CM Q M Cn ci E Cy LO 6 z z E y a E L m = 0 � ¢ o °; JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 7.2 Cp m M M P 0 C Cr cn 0 M to 0 O m P LO L 0 a rT 0 to co co 0 1 >v 0 'v- N as - FL F�- E 0 d y C7 I.� eZO 0 vl N U N 0 51, N 0 LO 0 a. M 0 Q m GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . 0 Safe vertical load + Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS LWA • • O • O• ©• © • • 1 1: 8F44 11B/1T8F401B/1T 8RF40OB11T 8F321B11T �/ "E) � FORM & GROUT SOLID W O #5 BAR CONT. 8F12-1B/1T V' LINTEL DETAIL SCALE = N.T.S. C . .■ ■ ■ w n N ■ ■ EE E - Ep - �pEE ■ ■ � i � - E E i i � � i E 1 �E • • • • • • • • • • • • • • • • F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY JC 8 F 16- B/ 1 T C2 tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS ci -F prec- s Tmtels = 3500 psi. 2, f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 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. 270low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. ATTOP (1) REQ'D L/EAR ALTERNATE POWERS STEEL LINTEL d n C7 G -A q .M.U. #5 REBAR AT TOP w a ° a MIN. (1) RECl'D ° 1.1/2" CLEAR Z Q z ° e a a z GROUT GD ° J L d N N ° C.M.U. 5 REBAR AT = U) to w z ° O BOTTOM OF -, in w w 0 Q o LINTEL CAVITY V (S -BOTTOM REINFORCING R PROVIDED IN D�UOZ ¢ ¢ C7 o n ' Z / p � - 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL ¢ _' C3 n X a. n, v 5 REBAR AT BOTTON AS INDICATED (VARIES) (~n o 3 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. /N 2. Contractor to provide proper protection of lintel to prevent rusting. (\- Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-2" LL O 4'-2" LL LINTEL PLAN - ELEV-B1 SCALE: %4'=1'-0" t� =a W CD cm 6• �r- CJ n, ® fil - 'n .a = ,O W f0 4 co w e� m n c cc d y Q � _.. _ O O G V - i O v- 0 viviv 'lyy'. �,+'��� rye•, •♦ t: LO� u To the best of the Engineer's knowledge, information and belief, the structure) plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W g �E 0 ci 0 a�i ocm� � - - = N ti_- 1.0 Q 7 2C�5 L "'I L11 (q LL LL 5 ' a. ,n Z r a) 4 mar O '� W W 3 (N 0 w w a IL co ( N OO � Mz Q � (5 < N OU W ©❑ Cam) 1j Z N o o 0 Z to Z �■I J [1 ,n E3 - N M o i, f0LU w O� w $ U0 C' (J � w J E r S � � C-) o Q 0 r_ o �w M M z Z o S- Z EE o E oaaR �� z® °wa U o =g a a� 0 CD N L ¢- wo ¢o w6 K� - fd m0 O OZ Z _ C ym ZF ¢W ogo 2Zz �Z o <co � ;o a x .01 �O 0 2 .J In LO ,,..� Ca /0 co N 3 T_ Cr r U) CV m G� O N ai I N N Ncs'�i M T LJ Q M r- o Z M E w @ EE d; c c JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. 8.0 rn 3 m N to rl) LO L v N 0 I m cn L0 0 M N 0 a I N L0 L v C Cr -n rn 3 c E v E v c J Fn U v U 0 i a U0 J EZ 0 ZZ 0 16 N a CI m v y v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. _ REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 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 308A.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 11,1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3 3. P DRAWINGS ARE T BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP RAW S 0 S N AL 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 L APPLIED VERTICALLY DOWNWARD A T E T P OF HE GUARDRAIL OF 100 P F L ED VER ICAT H 0 T 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'S" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMfNATION 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1 • LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + 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 C-I-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. 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 ll NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4. 4, 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfilI is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over u and mortar along the foundation perimeter must be removed be ore extenot sool�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ® W E) C:)--- o w dr- G c <oc� N _ a w .._ cc o ,!o 6 i 0 0 VV,� v� "cif a To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. M W E 0 o$ u_6 0 o N ¢� U) =LoQ (") �2 Q C J 2 w W _j LL 5 , a a Z m = °' wm2 o W 'o��� O W �. - Z' 0 m w Nco Q F N O U O Z W ❑ ❑ v`D M r M � z NM _o o z � Q o< J tJi N M � a � o � U O-� V) � w o y � W U w 0 O ? wig- C U z U O � �Q c Q N �� o ccg w Z � _ o ti EE o Wo Zs i..-- Co X OU &¢ 0 o< N 20 ¢o wZ m2 N C Y C) Z - v in 3 ¢� � 0 g°1Z yw T a� � a� z € 00 ¢ � � r� CD �t 01. zl¢ a° O~ 03 c 0 LOLOca _ 0 CL nn'' coN � N V) m N m LO r Q p N I N N N Lin MQ CO hi LO W :3Z E M c c d U JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" 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"-V 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 00 0 5'-0" Q - 10 STUB,OUT FOR 1'-O" o ° GAS METER 0 o -' U (] ~O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O,C, 16'-5" (1) SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1 " (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-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" 5000s 1.8/1.7 wood panels p nel Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x T + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x /w 1/8" gap x � FILL CELL--\ ,— STD. 90° HOOK r— BOND BEAM cn w STD. 90° :1 CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM NDATION TOHIGHEST ----— BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" m ) Small gap 2" min. ax. 4 Imax. 4 Clinch nails �( when possible ) 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange outhcutst. - Birdsmouth cuts. N.T.S. -- - — - Under 2nd floor coo mnn w/ Inaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building �1i16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" f 10d) nails at 6" o.c. s, �/ Provide adequate bearing J for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b, BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or-t7 beam below L d bearing wail must stack over king and wall or beam below.* —� Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d - d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 6CI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 516d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" � THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION &13/4" Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. - — 6" A 1/" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALL 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. N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)I I I —I I I —I I I —I ► v _T Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM n a. a SEE PLAN FOR °• a . FOUNDATION INFO ` d STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN L A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 4 d ' PVC OR SCH40 SLEEVE / r PLUMBING LINE ,Q L d. 7 • °d d Z •'° • CO d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d°. d / d° e d ° d SEE FND. PLN. SIZE & REINF. cW C, t c� d -o_ o� o � aim+-r ; cc o - p,' dQ- �5_ C."r= c 4-,"'_3 R m o U N Z., C ar o. tt t yaww q' 7t- ce A _ (j M I' 0 5 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W It 0 a d N 0 N � Q N m r to ei M V 2 * w N 5 J � LL � a 13ti a Z i tW9� 0 W Do ILZ -U)0 d w IL nNZ U oU, W ❑ ❑ C, Z N M o g Z z o M in Z v `o 0 FL (6 w m OQ) w o �N � U n w � r— m i 61 L U = m = r~ N ¢ LO Y 0 N Of o co w coa ° o Z LL_ o o0 >� ¢o C 0 ? z® ❑a [6 I— C �o X U &¢ VO U p E aoz ¢o O� az CN L ¢ o m C _ U tim O 0 ZE z z n QW 20 (n F oa Z go iZ a w w CD Jz w lr ox V 0 zl¢ a °ox 3 2NJ _ rn Q r�wFLO11 vl 2 J T N Y Cr �— m m N CO N M Ln co Q M r E LO ? Mz o M Z E � N E m c IL U ¢ p c JOB NO : 22-06461 SCALE : AS NOTED SHEET NO. SN 1 l: n A f r I m. • a,. • , .I:➢� . S 1' : •� At .1 1 9 _ r Zvi . nau r �s€A III" � e R er�� 'e���+®naae,e�e� nwr r r w e-a wiav r i �..I " esr� ur nrma r I I I � r• � N L I I I I ill! IIIIII 1 Ijl j. rill, II I � r' � � � q I I I {1 I I j[ - I 'R.�I I m M LO 0 0 .a to 0 J O I SJ m to P1 L0 v cn� a I 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS @ (U.N.O.) (OR 5/" GYP. TYPEGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) G W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" Q.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING .. 1/2" CDX PLYWOOD OR 7/16" O.SB (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" R302.11 ( ) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER " (TYP.) NOT EXCEEDING 10-0 (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 3/8 MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN TRUSS 24" O.C. U.N.O. �° 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & gi SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD SIMILAR AT FOUNDATION ONLY „ ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E = „° „ „ „ IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 C�! T 2"°x3/16" PLATE WASHER (TYP•) STEP, SIZE OF FOUNDATION AND W/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `o ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T• BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 2 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 9 A SHINGLE ROOF, SHINGLES TO . A o @ 24 O.C.) F OR FIBERMESH ATTACHMENTS 21r WWF OR FIBERMESH BE IN ACCORDANCE w/ASTM G or H, or ASTM=� F, IN I =1=1 1=1 . , - I I I -=I 11= m ' W141 ' 1=1 L I I I� °— —_ I ° a ° ° a ` ° 2x4 CONT. ` „ z ELEV. -0-31/2�D7158-CLASS A.F.F.'D3161-CLASS 31/2" MIN.31/2"MIN. 12 ACCORDANCE w/ TABLE �I - I I �1� I �1�=1 I— �I i I I �L rI I a �r ° ` ° ° ` w o - ° T=1 '31/2"(min.)- 4" / ILI D 9' 1/2"(min.)- 4„ ' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) -I I L--I �I I I I I �I I I� I I I 1=I111- I „ -� t I ICI I Ir t I 4 o 4 ° I j GARAGE DEPTH VARIES c 4 -J D p n • — rr� R --r 31/2" in. - 4" T(T—I 11 __ l I l�I - (m I _ —I—r 00 31/2" min. - 4" = TIl ( ) RESIDENTIAL 8 4 ° 4 G ° ° °�_ 6 A _ ——I I I'"�I T } INSULATION LE ROOF SHEATHING -SEE TYPICAL INTERIOR BEARING -'-` 2 #5 CONT. O 4 1-4 8 2 #5 CONT. "r, ' tT ' �-, O 4 �4 8 FRAMING SHEET FORN SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALL C N. U.N.O. IN. TYPICAL BEARING WALL STEP CC — ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED Wl 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16 O.C. BOUNDARIES, 6 0!C EDGES, AND 12 O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C 0\ o S CEILING & 8" O.C. WALLS $"x8"X16" KNOCK -OUT N LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY 10 �/ o°`� 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" R302.11 SEE SECTION C/S3 FOR ( ) PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR CN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 wl (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ „ TYPES MORTAR BOLT INFO. (IF NO UP LIFT ON 5/8"x6" BOLTS BOLT �° 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24" WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ^ ARCHITECTURAL w/ 10 10d NAILS _ ( ) c.l 2x P.T. PLATE FIBERMESH r WEEP SCREED INSTALLED BAR d o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 END OF 2" x PLATE WWF OR FIBERMESH ; E d 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED GRADE c E D . � • . D � � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi � 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL z r ° �`� -- -- P FINISH GRADE D • [GRADE 25"MIN. LAP [30"MIN. LAP] 6C MIN. Fy= 60ksi] I— j T �— D j jj �jT r U.N.O. CELLS (SEE p FOOTING MONO SHOWN —I I _ g LU !L I I I = D +FOUNDATION PLAN FOR LOCATIONS) ° ,� FOR CLARITY _ _ _ _ III I I— 1=i I=I 6 MIL VAPOR BARRIER I D D °._ I I� — °I— O° — m7M�;l �— z T #5 REINFORCING BAR C R 1 7/8 — —1T TII—°— F 1=_ r 1x4 P.T. BASE NAILER=-, 4"x4" INSPECTION ° == NOTE: -i_I— Z =1 I I-i I- =1 i • °' N P M. I �L I I ` *—= I= 7��I—�III—I #5 LAP SPLICE I (2) #5 CONT. =��J 31/4" BASEBOARD PORT AT EACH 9 *FOR BEARING WALL (� = —I —III _ I �-III— I-i _I 1=' _ "' 1==_ COMP. SOIL. COMPACTED TO ° ( —I I I I FI I 36" MIN. LAP (36" MIN. LAP] ON 3" CHAIRS 1 8 1-4" 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ i= 1=! 1=� 1=I= I'=1 i-; (-1 i= _ I' �! _ _ 1- III=1 1=i _ 95% MODIFIED PROCTOR ASTM I _ I I =—I — I— _ I I }� _TT D1557) '!'r, ���' 10.. (TYP.) �P' MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR v7 =i -1 -1 h(I -- �—III—� l =1 -1 I_ I — III-i =i i = I-1 4" 1'-4" i I— IT #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. To CUT BLocKOR POUR CURB DUE TO SLOPE -I 1±--111=i 1'—i I I -I i'I, LI I I I i l I I1 1 i 11-1 �! #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ WAWA W A WWF OR a NOTE:EXTEND � FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT(*G� "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3!4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 .E SLAB INFORMATION. SLAB INFORMATION. r° y ° D �,v I I=—I=1 — Ill I 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D (I— 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR_ D 1 — Z �' I min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° d BARRIER I , C 4 I I �, • a ' a _ �r GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO _ COMP. SOIL. e _ '- a °O — _ _ — — — ' _ — — — & LAYOUT DESIGN a — = — TOP OF BEAM (COMPACTED TO 95% = I � ITI TI=1I MODIFIED PROCTOR — TT = _ = = a = 1= — _ — — — - 1 #51REBAR w! OPT. -() SEE ROOF PLAN - — — — a Tl r—rr 7 — ° a ' ° a ° r -- ASTM D1557 >-I i -, I I I� 1=,E 5_1 I_ I I IE LI ENCLOSURECE III —I I I- (2) HTS20FOR STRUCTURALM BEAM SIZE & 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK SEE ( I I— 4— I II �- �_ CONNECTION INFO T a a M - I _', d° T ON 3" CHAIRS TYP. 4" 1'-8" (2 STORY) MIN• g s I _ _ _= — —I U.N.O. DETAIL) 2x4 P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 s ins° „ MIN 7/16 O.S.B. SHEATHING 4T TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L o.s.e. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = 1'-0" S3 SCALE: 314"=V-0" S3 �a�P w it ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q � > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. PSLAB w COLUMN SIZE AND BASE 1/2 ROMHOLD o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0'-0" CONT, BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND • ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • : ' ,: . INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT A. -3 1/2" ^. ° COLUMN TO PORCH SILL n. w/ 1/4"x3" TAPCONS AT 8 O.C. NRY LLAND MASOFOOTING CONCRETE SLAB 14 O.H•D. RECESS Z 13 O.H.D. RECESS .v GARAGE ATTACHMENTS & 18/D1 PAD PAVERS _ CONCRETE NAILS W 1 1/2' 112" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS " �_ ^ ' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS 8"O.C, @ INSULATION PER CHART z SQUARE CMU BLOCK BASE, .� TO FOUNDATION PAD E MAT REINFORCING. • _• . • _ CONT. FOOTING STEEL M -- • ' ,• -�� •, y' �': -ITI= `r - —"''.•; '• Q. ' —_•• -• III =1 I -' . — (� I=� I .. —_ •• - r� I I —I —Lid I _, PLATE TO CONCRETE (MIN. SHEAR 180# MIN. n ON FLOOR PLAN CONT. BEAD SEALANT c w_ Q `t > SIZE VARIES PER PLAN w/ MIN. 2 #5 VERTICALS () - Z ao GRADE a d ) d . 4„ — ,:. , . a _— _III=I� I ;., • �• : " r I _ oo TENSION 120#) CONCRETE SLAB d > LU FILLED SOLID (SEE PLAN FOR = = _ —f I �—) � I _ ( �.:• •, ':•`� I= I — '6 •, .% v -, - c eo w 6 x 6 W1.4 x W1 A N Y ,- WWF OR FIBERMESH M o w w `n SIZE AND REINFORCEMENT) c� � z = _ I— w p I �• ' • =1 !-= I —III— w I �i i- —; - — I- I—I_� I II - —II •�. __ -fL � .. III T -III—II ,�. I —III__ I� I I : � " . T I - �* — — — �, �—L) a rl l — a BRICK PAVERS or SLAB PER o w rn w o o = U I .. I _I .- z -III— • • Q• o ; � I ,: • _ SEE A/S3 OR J/S6 — I I Tv I • • SEE A/S3 OR J/S6 a � I III=I r I r I 113"MIN. = j _ 6 MIL VAPOR T _ _ _ _ _ _ _ — — �r- I -jam TTT-1 I t=1Tf-TI=1TI� „ 0 -0 FIN. FLR.� COMMUNITY SPECS i_ I � -IT l l-I I — != FOOTING -' FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. CLEARANCE BARRIER ,, =1=1 —I I — I I I- , I -III -I :-III I � �-III-I � r_ U =-1= 1=1 i- = = I— BEYOND 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) zT IT11 ITr� '' . ''' •'. �'•• '; , ,: , PAD REINFORCEMENT _!'=1---! 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) V-8" 2 ST RY ( ) 4" 4" •• 4 �' SEE FOUNDATION CONc. FOUNDATION FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:314"= V-°" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C. � o .= C.)a '> W II'f fd O >r Vf O J ` Q (V � ze d a 3 e© - - io a3i W � LL 2 >• _ = E o D b e+' \,SSE' 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 �E 0 a 8 $ 0 N_ m 0)V m W rii � U_1 1j Oli m v LL Q C rL W M L' u- a- z - =3 13 L t0 9 o� �' 3 cONF 5 W N2& 0 m w .L NO d co Z IL0 Z N O IT 0 U V U W0 Hal Z N O 0 z o J d •-.- N _ N 0 0 W � 4 v I � U w E u! cn m ¢ LID 0 Q N �� o �W M ° o Z � u wo �° >� Q� CL o " z® N 0 U �o o0(a �Z i ao r� - � Y �x m0 O- aW z Z oa o g d Z F V 0 0 az 1 - w Flo OMillCD to V' z¢ w }a z �_ 0� > J LO LO o� Q co cle) :3 N N m m L0 r Q *-a � N � N CN N r LO LO M Q M E LO � z m z vi E M C [L U � Q p C JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m to M LO Ca- n p C> 0 A m M LO Iv ( 0 9 0 I N L 0 Ln e 0 4 5-1 to E o 0 w iN Er U v 5 s0 i 0 i a J am M N N 4z LO c� LO 0 c% N L J, 0 m N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH- (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION — CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE ---� ( •) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1 „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.G. OR 4d DRYWALL NAILS WALL IS 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VAiRIE5 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4' 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P,F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)1Old ( (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT/W 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL �--ROOFTRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. 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 KB MASONRY LAYOUT D S4 SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J Q. a d - d 11 d 8" STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-Y' WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IE NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL _! Q rr Uj > / ,�/ 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. a o d a POURED CONCRETE BASE FOR BOTTOM OFMOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cFp� �lv 2x CRIPPLES @ —� 16 O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" ---� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 MAYBE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE roP a iARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. 54 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 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: 54 (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, OD aR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4' SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (NP) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v 2x TOP PLATE 2X4 PT STUDS @ 16" O.C, 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER M ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK MTM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA, SIDE OF 48,, SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ [Al 16d TOENAILS TO TT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+^ F= 2240 LBS �7�+ SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —, TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" :)OXIED A.T.R. I&NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE f- 2X BLOCKING \-NAILED INTO 10d NAILS @ 6" (2)16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR :Z10 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) __T SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS a MASONRY WALL 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP2 SIMPSON SP4 . /' 10d NAILS @ 4" / STAGGERED A 10d NAILS @ 6" O.C• STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL TRANSOM FRAMING ° ° BEYOND. ---- -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 e • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM G a 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) _j PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. e • a y M r. CP :yam C= .�_�� o cc .i .q N • G.1 � E C Y � Zt I` CD W E; t� L�. U ffrr. B q�%Q�J� dim ,� Aneds-n ,`�� CA <C r,m 0. F 0 .•ern '0 3-SI ;Fa s To the best of the Engineer s knowledge, infonna6on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, w Q >E o MS 5 O N p � CO_ � N ti Vi h r in aj M C U_ LL w J ti IL o z13 c �rn i W EE a :'MNaJ 0'. ��pjO' w ._ N Z a N OU U w 0 co pp M � N M z c z N M (1) ch o a-, V O LU o wrs cn � ;" 3 E � m;` T, L z® Q N o w M 01 LJL c6 E mo go g > Q b 14 O (7 'z g zo oa O V (6 tcro CL X U o U 0 CD@ i a, az �o ao oa wz 4? in eY o mo of >z Cn a z aa) a8 oa 50 � � LL a �? <� CD S ;o a ok 0 0 0 _ LO6 LO T .�-. < Q_ M' � N r Cr Y ''^^ J m mv LO_ �I .E..r 0 N O M N LO cM M r E in o z Co z E M N 0 a E U J $ :? c JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. S4 3 v m to M M L0 C (n 0 C) r 0 N m co M M LO O M J .� 0 t rn 21 LID N O 'L 3 Q C G a E N E 4 _ N 0 U v i H a) a a a 0 •U J N Li N 0 0 C a LO o- CV cV N 0 1 >M 0 ID v N SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ \ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN, FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' NKICKER EXTEND AT LEAST 90% OF JOINT W/ (3) 10d jr '"L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCHATEACH & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16"' ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND DETAIL SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2) 1 Old EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP, TOP & BOTTOM ATTACHED • ( 2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLCKING O, 2"4" P.T. SILL NOTCH '" BRACE HERE WEEP SCREED 17 "LTHE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS INSTALLED PER MANUF, x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"'x1 1/2" SDS SCREWS TO —� @ 48" O.C. MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/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 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK- MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4"TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" -I GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SS SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r f X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING x INFORMATION `° co SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES CO 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL I L 2x4 BLOCKING W/ [L 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, FASTEN WITH 1Odx3 @ 4' O/C (2)12d TOENAILS ` NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING ) SECTION g „_ SEE TYP. WALL SECTION FOR SCALE: 3/4" 1 o S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. i S5 J S5 GABLE TRUSS 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Old X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("'l0 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I ° ° Ai� ° °�� �- ° lla• � °��" � ° it - � a �� °I� ° . �^ <� a °a il. ° °• �� ° . ��. ". CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.f.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP lui "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) �)i,16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. SS SCALE: N.T.S. SS AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)114"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT = •\- EACH CONN. @ 24" O/C MOISTURE BARRIER 1,,\-BONDBEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - T-0" T-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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS GABLEENDBRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 51MP60N 8P2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o CD a ✓9�� CORNER JACK Y U W Z >z 0 U HIP FRAMING REFERENCE PLAN 1111 1118 cc 151111111111111111 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Old AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ew � a CU > w. i CeaL..-, cc Y N 3 :_T G. 45 E. _ �. �1: cc '.�W0 en ry L7.� _ � v o 8� in 1 ° C Y t�aIl F Ian ° zc"FE��hpN� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W cotE a V �8 S °c' o �GM N M7� .4 Qj M V u 1 J3 wu- LL ul uu 0= z _ m o a _ o W7 WNW �L jw W '9g Z' 0 m Z � coz�K N oIL 0 o %;§= Z W �❑ �o Z o co QNQ z O Q =t J Q — N P� z Ur c - LU tQ O� rir S LO (~ N un U d e 8 _ � m U o °N c Co N MCIO w• ®Q CD w M z Z z U Eo zo � ° }N <� R f— XOi a� C)O � U O o E ¢z wz no = o 0 O � Zz Q% fn J m ¢ a ¢ w Z N Q O� LL go a 0w `o� �� =3 >° o a OUP V' 0¢ 0 c 0 J LOm B Q ^Oco L w N CT W m LO }J T Q N 0 � I N N � N T t.f) Q CM � r E = o Z f6 Z E co y C Co U d -°a Q tj JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. S5 o. S _ _.� I,.�u. illl"�M�!11�"FR9,:It R�911N�i.�,., ae•.i!i _ _;� IY_��__;_ � :, ,.�I I,,. 3 m co I"7 io LO 0 .a zo r zo 0 J m cc t'7 LO v 0 Vim) 0 0 0 I LO Lo a cn 0 L Q N N v a 0 1.a E v LL v 0 c� i d P i 0 U J as E 15 0 45 O 0 m 79 v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F, STUDS 2x BOT. PLATE W/ (2)1 Od @ 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 AREAS 1000 SQ. FT, OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX, EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" 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 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 - [RSH1- ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LL w LAYER 1/8" THICK. —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETALSEAT 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 FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR co BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE r a FINISH GRADE 00 I i—Iii� r—I i I I e -A 6x6 W1.4xW1.4 �_ • � . °. ' n WWF OR FIBERMESH I I II e V "I I I ' '+ !' I \••-STD, 90 °HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 41' TYP 2—STORY WALL SECTION , REV.03.16.21 SCALE:3/4"=V-0" C L B SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 112" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1St FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER iTE W1 O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING- SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED a cz r C PLAN • . • INSTALLED PER MANUF, ' T 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 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"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 16" O.C. 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED INSTALLED PER, MANUF. C 'SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION �-- B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 W/(10) 10d NAILS AT EA, STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE — e _ d _ i r*ji a. e° . N SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4=i;Fl eCD 8; I IjJ 81 I ICI I I , 8 (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15132" OSB EXPOSUREI I I F SHEATHING 41— x PROVIDE FC BLOCKING AS REQUIRED PER o SECTION X-X IF Lu NOT FULL HHEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w SOLID 2x C BLOCKING @ ALL O C SHEATHING O0 EDGES (SEE OPENING O SECTION X-X uj 4 C X W �— Xuj E F- 2x STUDS Lu BEYOND, Cn SEE PLAN U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318" "S" = NAIL 3I8" SPACING S 3/4" S 1/2" 1!2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING veanrn�r. SECTION X-X sF p�Npo� 1qN 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 MINIMMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 ui JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -' PENETRATE SURFACE MORE THAN NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL CD© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u. T @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/8d COMMON NAIL. O Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL uj u9 O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER C, y W! 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. < �t-o0 n z � w -, u- © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W O O MEMBER IF GABLE END c u NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 41 i�R 0 0R NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C .d rid e q. CN M . a ° • . Q. I1111111 IIIIIIII p 'II,IIII °� (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON 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' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X PT. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE CD @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. ram.► i� 0 C N U ,y 7v. c ti o_ to M O 1. 71 N y © to CJ Y d m y m sa cv � � E cc p L p rE At�rE-3�di iF 6in �aFB�y{. ec^ i��'r Ree•"r. �• "... a RR.l�•ppp���MI)� r. ,. 'C' R� ." j'N kfF�ld 4f F�@�44b4 L,M.+�}Q F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. • a 8 V C ��-. -N N aJ W1.0 n N n n M a 0 0 M SY u = -� L W J LL LL n — -o a z z ca do�ee W Z ILN QjO3 m w J co Mz < O U 0 Z W Cn o0 � M z N o — � o z 00 CO z o CO M V I Ln N z a = Qi C9 0 4-1 N 0 g taws c N U LU = z = w � U o Q m N �� o O J w M z o 2 LJL E W¢ oI Zp <� 0_ E OU z® ❑a (% MU O< UO U< N L < � WU Qp W Z �W .� ns U mi 1) 0, Z - J .o >z �m ZO z W� c: 3 LL � - �k .z =3 �r O C:)< O co Fw aF 00 rt' zl< 0 2 O N i L / LO rn m Q c7 Cy) N r � � r m 00 L�(") Q O N 0) i o 0 04 .0 � N r LO M co M r � LO O z E N cc ac0 E _j Q o ate' JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. S6 (MONO) 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG, & BUCK --, 1x4 1/2" DRYWALL DOORJAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P T TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CQNN. 1x4 1 X 4 3-1/4'T LONG X 3/16"0 1x4 P.T. / FURRING 3/16"0 X 3" LONG / FURRING (2) ROWS 3/16" x 3-1/2" ; FURRING TAPCON, INTO TAPCONS STAGGERED @ 16" TAPCON 16" O.C. & 4" @ 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. „ 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16"' x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN,TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. , i f / 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ; f / x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & @ ' END w/ MIN. 2 EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wi 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 2 1/4" DETA L STAGGERED @ 12" O.C. 1-1 /d" nGTA11 x I BUILDOUT a@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE {NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �t � 114" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. Q_V SECTION A -A 8" 1/4" x 31/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN, OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX.$ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 E'. - ±5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES : A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS,) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL. REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING, J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" _ � I� I— .D _ II II — • GRADE Ill :' M D• z • CN (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ,R ♦ fHE e S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/2-12d NAILS (**) I #5 REBAR (TYP) = STD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE C� STRUCTURAL SOFFIT S F01 SCALE: 3/4" = V-0" (*) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-41', INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X + + <�NCTN + + + + + + + + + 2X4 SYP r ®; EACH TRUSS CONNECTOR �® SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO `� + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = 1'-0" SS CFI= CI-IFFT m Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8n DI A. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,_ - , z O a O w H U @ FIRST COURSE ♦ s 2N BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. IRSES UT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11 -0" 51 -0" NISH >, � ° ° > .. #5 BAR ;p ®' b.P ° ° CENTERED W/ 4 D•:' IN TOP o ° p •' KNOCKOUT/ N ° CHAIR BLOCK -- I MONO FOOTING I ° .� e SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► ° n DIRT z A. °ffTANDARD C, #5 BAR 1N ' HOOK N FILLED CELL, It A .� skf�• a��s•.1 ��. s• � ♦1 s• a7✓s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO Q EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY t. 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C= c C= as -a N N R G a ev L 9 c.f W � II C� .Ix •`= >-1 = E a /N71 W$ • C2a� 1A 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 a o 8 0 0 " w- N /tyit N O xk Q C u_ LL w o_ Z _j w — -v a z m r-" _ Gi yaC? 5 'Fu N F 0 0 W m us Z rn�O' 0 w N NZ Q J Z OU U w pp z(D — H o �o z N (D z o � N M 0(D o 4-1 L w a V 0 N �N � o Ly N _ ru U LLI J �- e � V _ U o y C u tic e M m�M W E o zo oo � >� Z" 0 f0CIL �� ga C7, B cli h r ¢� W N L ¢o wg m rp U) C - z 0Y UZ o of z _ Cl) J W� <W �w rp w 3 F 8 Z Z g° Q. LLa W Qo �LL �_ _ 0 IIIIIIIII� O � a� ° O L LO m co M CID co U) N m LO _m Q a--+ O N "Q N t•- Ln M QLO M r m c O z z E M iri a 0 _j ¢ o JOB NO : 22-06461 SCALE : AS NOTED SHEET NO. SS 3 -v m co M LO v cn �".. 0 T C> 0 t m M M LO rn J I N LO LO lzr U) 0 0 c ;-R N N C a E !6 N E O `v c c J 17 v L 0 Ut y 'o a 0 0 f N N LO 0 a N N un a' 0 b k 0 m A 5YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" \\ NAILS) / ---I— I EW "A" SCALE: 1" = 1'-0" SECTION VIEW "Bit SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ON ZIZZ. 14 E 7 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (14) 1Od N MTS12 w/ D NAILED TO FLOOR WITH GLUE ) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAI SCALE: J,, = 1'-0" WALL \ / NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' \ 61, 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER /, 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU L// NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �, = 1'-0" SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 314 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — At STRINGER CONTACT POINTS u 0 2x4 SYPBLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell. 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER -� FOR DRYWALL SPACING H E SECTION VIEW SCALE: �, = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH FSTRINGE / \\ SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 J ROVIpE MOISTURE PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/ 4" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. / G-1 SECTION VIEW licit SCALE: 1"= 1'-0" TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G .-2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 -- FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER a' EDGE GOLD OSS OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gli. SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN F SECTION VIEW SCALE: 4' = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST m OCKI NG SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 1 \ 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R 11 VARIES ECTION VIEW "Hit SCALE: 1" = 1'-0" r• 'r s w a� zcr x" S= W% wu its. �X� o "C m L7C L a. �a o 114 -2 '.; E t 6 cc o . w CD ,J..„ d c o >c •� T a' mO 4 a w �47�SEiefP�O ix���:�c�269 d. r�el S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I- 4 c� E o m 8 0 0 =�� (a a � 1 � J �M� u7 =� w w 0V w Z m `7 r�o z 3 .c 7 �NCD O O W0�°,rn Inc: UmZ C "'Z¢0 N -j OU o W oa M a�- z N M 00 Z W NN z O Q J V) M z a V/ o a-1 � —� O vz W U L � U o c C0 ¢ �Q N of a l� o � c7 M m ¢ oo z z < U- E zz Z® E CL _° °� z C7 E d8 ap a z �w (DN L Ae fu C � � a ozY U m o � OZ z J e ° � z N � LL Z So a W Q w nw o� w �3 =r o J w (7 a o IIIIIIIIII� o q- V' oa za 'a o o3 C O 0 = LO rn Q cD � N T J Y r '' ^7 v 1 CN m Ln T Q �~ N Q) N N( -0 N T am) Y M Q co) T E6 m LO z z E M w a��i ro _ a0 E Q o JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. ST CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vv/ G-1vu `W 4llVl 1 11 xwVV vvLu 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 �3 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. —IG—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'41 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5Aw/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d L COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATE SSPFTOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° SECTION @ ENTRY,/g SCALE:NTS SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO, SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON NITS 12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON SM. SCHEDULE/PLAN OPTION C MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON 4<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE: NTS 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" Q.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 1 2X0 #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 LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--" Z- (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS sa. CU CIA X p � CV � N d °i = W o y � 3 � U d _ C' a v �)1IIrd ��R•� tiq;ale V i�,lkrey` g" ��SEe e"e M1 �$ C', _ , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W 0 E 8 0 (0V - 0)Io � N tN N ( O 712 cnO ° * I 4 N = 14 � 1L U- J W cLLU_ 0. ,n Z CO C OCj •� O 1-pj6' W�� Lu us Z m '0 NZ d J N O U v Z W ❑o z N 0 z N ti a � J r N0M M z0 c� o 2 M M O,,, Un g v wrs U c 11J ,— EEo L J I ' =� U a � 0 Mid Q N C7 o w M zo� z dz U_ E zo T 6! C1 20 a< 00 oz Z CD L 0 wo 4p w w (a C � ZZ UY m0 U Zz - Nm <w 'n J 3 a ° 0¢ z z 5° Q o �w � wLL J w j r od <M L T 0 O = z j. J LOCD LO 12 Q ca a CN Cr�• Y °' L0 _m < O I N O N LOT CIO� Q c` M r m Z' LO .. 0 z z E M ca a-U Q p JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. D 1 w t'j C`� 3 m to M 0 0 0 a 0 J 0 I z m N to LO L V) 0 rn t LL 0 5-4 Q 9- 12 0 s i tL O �t 8 .o a a 0 c Q 0 d N cn M 0 0 a m e (1) SIMPSON LSTA30 w/ (22) 2 - 12dGABLE () END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP 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 FACE OF HEADER/STUDS FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR @ 24" O.C. EXT. SHEATHING MASONRY WALL ® BELOW AND ALT. CONNECTION, 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE ,/ �n 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. END OF SILL. MAX. INTERIOR HEADER DETAILS LO FLOOR + STUDS wl 10d @ (2) - 2x SPF TOP PLATE (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER 1 2x SILL PLATE W! 2) 12d TOENAILS. () • • •; SURFACE Uq 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 OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1!2" CLIP EACH SIDE (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END _MIN •°•• CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK 2x CRIPPLE AT EA. INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE A :�. 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 wl10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE 2 O WALL SHEATHING (2) 12d TOE NAILS TOP 7 10d NAILS & 4 1/4"x2 () () TIE BEAM @ 8 o.c. FLOOR TRUSS! I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE SEE SS FOR RETROFIT 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 j 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. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP JAMB STUD REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OSIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" PLATE SEE PLAN P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR 2x6 WALL, USE SP8 (P8 FOR 2x8 WALL) 24" O.C.EE PLAN FOR CONN° TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT (1) SIMPSON LSTA30 w/ (22) 10d @ . q TOP PLATES LENGTH ON STUDS W/ (11) 10d HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. �D SIMPSON SP1 w! (10) 10d NAILS ° INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN COL. SIZE FOR CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B �� SIMPSON SP6 w! (6) 10d x SIMPSON SP4 wl 6 10d x 1 1/2" (USE PRE-ENGINEERED O O C `� W! (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG° (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. C B H B FLOOR SYSTEM -' SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL(MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, (BLOCK SOLID) JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/tN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w! (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 2 x 2 SPF STUDS 1 4 #B O INTERIOR HEADER 2 x 12dTOENAILS. 2x SILL PLATE W/ TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER O.C. U.N.O. (1) (2) (2) 2x HEADER G EXTERIOR HEADERS :: FLOOR TRUSS/ I -JOIST SEE PLAN a°� •• ANCHOR BOLT w/ (2) 2x TOP PLATE SEE PLAN E F TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 O 10d NAILS & (4) 1/4"x21/4" TIE BEAM :; MIN. 6" EMBEDMENT 2 SIMPSON LSTJ2 w/ 10 1 O ( ) 0d NAILS WRAPPED UP AND 2x CRIPPLES @ 16 O.C, w/ " D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONSOVER PROVIDE BLOCKING TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. H� STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ° ON SP1 w/ (10) 10d NAPS AT BASE SIMPSg" NOT REQ'D TO HAVE CONNECTIONS. '. a • ` "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 FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO HTS20 PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w! (2) SIMPSON w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2STORY WALLS ONLY. 6 2 STORY COL. a� GIRDER(-77-� (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. .o.°.u. .o:-1 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 NAILS (2) 2x HEADER SEE PLAN SEE 80-2 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 OVERTOP 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'-0" 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 MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" O/C xrF <,e�r tip 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @ @ END OF HEADER. SEE F 2x „ 2x STUDS @ 16 O.C. W/ 2 12d TOENAILS T/B O INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x 48„ 4 TOP SPLICE 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) E END OF SILL (MAX. OPENING EXTERIOR HEADERS ( ) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF 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 g 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 " 2x4 BEYOND @ 3O.C. DOUBLE W/ 10d NAILS @ 8"o.c. a AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �o 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. c� c C=,. d W 7CD ® N to a Ua `� QV .d d so , y w sa a /EfJ��r ¢� f • �fr�'%: " V ,O Vp �eetij�t 'mac. �l i"i f N• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M WAN oak g �E 0 $ W F�Lqs o 0 W :t:�fh .0 �a °� N - r " ° � N rn LN+a �v 2S2S � C Q J 5 LL Lu u- u- 5 Q/ .,gn. Lu W N O $gym°' m mz a G 0 Z N O U � 00 Co W 0El Z N �o O a J Ln - N M Z a V! � 4 � U —� OLlj g L7) N c_ 1-- CA U) U i L" 1O _ E U o N N �0 L Q � o m �m N �W z oa w z ¢ E =o wz >� <o Z® a o cc �a oa UO (fl ~C1 0 U O� d B CV I az o °do az L _ m� O-� zfA a aW -' � sw � z z go cl- �0 az c� zF o w� = h �° 10¢ a OU 0 = O = W J L0 LO H �... co M N CV T Cr ) N m m r Q � Q N I N N .Q N T i Q CM�.i r E � o Z f6 � M N CL, U J Q Q J JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. D2 2ND FLOOR STUDS USP LSTA36 STRAPS SEE 5/D2 EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS /BLOCK OR ool 2X BASE PLATE 2x4 STUDS W/ USP NAILING SCHEDULE RIBBONS SPT22 @ BASE SEE CANTILEVERED J/S6 FOR MORE FLOOR TRUSS INFO. MAX. 8" CANTILEVER 2x CONT. RIBBONS W/ (4) 16d lop 2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM GIRDER BELOW @ 16° PROVIDE SOLID BLOCKING -------- ---- ---T O.C. BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR MIN. (2) 2x6 W/ USP JUS26-21F TRUSS TO 1ST FLOOR WALL EACH END BELOW DOUBLE 2X TOP PLATE 1 ST FLOOR STUDS 16" FLOOR SYSTEM FLOOR GIRDER SEE 5/D2 SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" 77 CANT. FLOOR TRUSS 2 STORY WALL 41 SCALE: 3/4" = 1'-0" N N N O � , � W ri_ t O v-gmx N C LL C.L. Sfl_� CV t C, CD s 45 m _ eVV011111I6ttiltl� a` vw ' $�ko F<vw�° \x ��'�lrr!!9 9 t t I1 tt°��lrrrr 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 Q o 8 E CV p N VY N c0 # N cnNo M �mv J L w In J LL d Vz —a�� li Y T C Wi 3 Iti5 N F Wp��p�pjO, m w� Z g3 N Z Q H Cl)J LL IL N Z L W pp 0 z z a J - N M N z � U W o fC3 w E m I�`� V v` 0 N �y N � a: �N (e3 f— rn U c t w m L winE L N U o c CD T a o ° �Q 4m o z opS- z <ce) � aWO ®E o �9 R° � z�o N @ ao ¢o ogaE L O ¢z m z<O ym J �m QW gZ fn oa go 2- d m w U 3 ire o zG tiz i3 CD o0 c CD o T y J L ! LID Y , aD CD Q Co 0*) co c r m m LC) Q O N � I N N N�/� T L1 / M CIO r E LO � o z Eco a. 0 U J Q Q c J JOB NO: 22-06461 SCALE : AS NOTED SHEET NO. D3 v m N M LO 21 G cn LO 20 .n 9 CD 0 N m N M M 0 cn 0 Q M 0 J 0 I LO Cr C 3 Q d E rn E 0 J N E2 U e 15 c3 i .o a c 0 -0 0 0 0 a N 0 LO M LZ Q 9 n THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK) e 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 rnl I-. I m WEATHER ✓E BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI,c UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING- NAILING FLANGE 1 Q 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING � I u EXTERIOR DOOR WITH DECK I LllVl IIIYV I L/lVl IIIYV / () SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN , SLOPE V-4" PER PLAN T-0" PER PLAN SHOWER SEAT �l SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Lu U) Q 2 110 DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1 ' BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. / WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied am horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 , R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended t0 drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING JI M EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` � (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO ED(DHESIVEASSHo N) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING - 1.3 1.3. In accordance with other approved methods. A3 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/VVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under <:> stucco copings. Al Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in Clutters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 Z Z E uu�uuu �Iv Lu LU PLASTER STOP - W CONTINUOUS BACKER - U ROD & SEALANT W LLJ = CC C w �a A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER �I 3-112" INCH FLANGE THIS I NATUI DO N( DRIP 1 ACCE SOFFIT/CANTILEVER a er esls an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" 0. S. B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all - o "'111,o a> =o:/ o� c-3 cs c coc�id g m 7'< y:b m N N w CV 0 CV M LO Ca 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 �r E 0 a 8 G�°' N� N N CnNo J di 6co 'T J 1L Q C J it W J l p - o a 0z°o 0 Z m c � ' (V CD o 05 Z M Z UMW J aN O U Z W ElI� z N Cl) o � z Z � Q J Ci N n M U L,/i Z a Q) 0 o i 4--J to w m � m U O W s (n G VN U w L L I U o o N O1 Q co M 1� o z Q U_ E Wo � <� 4 Q o Z® oa gz - XO a� 00 W O o L Qo <O �w M U fl� 0 O ¢ Z Z- N tim aw ii 0, go W oa W <o a N1 oz C> C7 w =3 �r � O c0 10 a �O = E J LO Lr)CL m m Q c� Fes" � co N J r Cr Y �-- m LO }+ T Q p N O) I N cal l d7 M Q CnLO r o z z N E M C6 E o a m U Q Q a)EL JOB NO : 22-06461 SCALE ; AS NOTED SHEET NO. WP NRounting Brackets (10 Gaul-; +v..2'x 41 d2" xZ-1 tr' ss5qvm (inlay be cut ire W) See Aincll4rSOedi iig 1 irr'ft A32- (Typ. 1 t Brad(W16IGau49) p G N 4rrGi 4 6A ugel •#14Se1f-0rt1iri9ScrlBrac4tets BacckCri S 1pparitlrtto A!C Vnit W in Side (Typical, 3 each Ol for hurkane Lose) INSTAILATION INfOAMA1104 sptzifu 4cat3�aaaa,:.�r+arrtrmsuelgmatl�iW"isxf i r.rncaieAir t � rvaildile dgaea mqudt SelfUrilling Screw$ ittoiTi Edge Florida Department of Business & Professional Regulation Page tui Building Cotes and Standards 12118/2GZT Pro luctAppTovat Application Draw 4q-dgentity or P41 . 91 Date Pill R4 'Na Version. Mamrieeiurer- contaot.. enalnesr4, Wearse Validated By OYa " aubmitted FBC'Aporolai flporow '. os". Afftm,atlon 2020 Smart Vent Products, Inc, Michael Giahem Hermes F, No erc F.E. Locke WYdao P.E. 12KIliz2d 1211MO20 12M81Z020 Apprx>2d Ca66gorstStructural Components (877)441-6388 FE-73M M47300-1800 subcategory, products hiroducedasa'ReedIll infotDsmaitYentcorn N-Terhmology compllarrce Method:- Evall,.b..Report from a Flodi Reglsterod ArohW ores Licensed Florida Professional Eggheer ,:f:t#d1MYt13fiuWa - ,.. - t}uillty Assurance AnoroyedYor Use Approved for Usa - lglp&4I Design -. - AMA: Product lUladet: Numbaror Name Product 0escrlofion contract Ekoirattan pat. in HVHZ Dutsida HVHZ Resistant Prassure 1 SmartVete Model #1540i DW Function Flood and VentOahon Vent 12/1: Y. Yss N/A +1001.1.0e_ 2 SmariVilnt Model 0151 Dust Furl Flood and Wntill Vent I Minns, Yes Yee NIA +1W100: 3 SmartYAld Mate,#1540520 nsulatPdFloodYeni: 1Zr31R023, Yes Yes NIA +100i 10l) 4. Sinadvant Mode)#1540i521 hsgietadFloodtit 1214112023 Y. Yas Nil +106h'go. 5 amartVard Modal oo*4 5'4 16&qubt Garage Door Fhgd Vent 1M 12021 � Yes Yes NIA NIA 6: Sma�Vant Mcgde11tt54P570 wood Wall lltaaieted Flood Vent 1213112023 Yes Yes .NIA +"IODF10l)' 7 a V ntimd A15 em M1 e del 44S%4 14 & 'al Flood 7 23 8 qu, Garage boar, Vent 9213 RO... -�es. Y. Yes I: NIA 11A. a .. Florida Department of Business & Professional Regulation Pan 1 ar1 BuildrngColes and Standards +n4/zort Product Approval Application Detail code '�� 1 !laze Pahlgam;, ]y;ge Version Manufacturer �antxt Emineeraucei;4: Vauaat:a riv Vahaawd Slicimrttaq I'Br)Apotoval ggpJgepg ..swlua- Revision 20zo OrAxei Metals. IN. ,Jason Shumate .Zachary R. Peed Locks nolydAn P.E. pamano2a; a§Atat2b2a offlice 20 10113r2020 -Approved Category: Roofing 1502)303-1111 PE7101 0141300-1800 subcatogory: Metal RoaRna Ishumaial$rlmxmetcani Capa11)anca Method: Evalualton Firl 117 A` Florida Regls{ergdfvchBebRara Licensad'F�ndO' Ri'olnssloral Engineer - r s aualavAseurance Approved for -Use April for Use ;mead postal Product iiiiii liuirl or memo Prod let Desttlallmi Contract Exalratlal Date S In � Ot"Illel lM : r Reslata rl P 'r' rescue 1 Drakal Mete) Roofing S"bemg DMC 1a0NS,, DMC 15085, DMC'175S, DMC: 2006, 12131a025 'Yes No NIA 1(v 18G. -. DMC $1f - Florida Department of Business& Professional Regulation Bullding Codes and. Standards Product Approval Application detail Paga2 d.#:.. 1/25=22 Tine V9rslnn Martutracturg Contact Engrrreer&Lidensis Validated By Valldaleil' Submfttoo FBC:Aoomval AOpfaved' Status, Revision 2020 Thermo Tr Car diction ,p a Ua son- L ndop F 5Wtmkdt. P.E ?oak Y _.. _. Ryan J Kln P, E. Y U4I1 21' 1 _.. 0 212 1 �. 061 021 -� A' Moved .pp .. CategorytuG-salon Dopy „ {B06)Bh°7828' PE•d3-0Dfl.. (800 (Si3)767-6565.... subGatagoy,8mngrngF-rtariprpoorAssamp A sjasporsoneihermatru:cts Cgml711ance Mathbd: Evaluation Reportfroma m Florida Registered Architect are Licensed Florida Professional Engineer iwality Assurance Aohrolvadfordsa ApordWdfor Usa Impact Datum Praduet'Modal (Dumber;m Name- Product Oesenotlpn CaMtact Exodratlon Date -1n HVHZ Outside ll '• i s n pressure 1 a. Therrrm hu Fiber"?,be icand Smooth -Star Nominal8&"#3g�8$quotlmpact8quot Opaque Composite EdgsFibarglass Salgle [5aor 112131f2(i22 No Yes Yes WA 2 b. Thermal Fibar-Classic and Srncico-Star (InsvAng/Outa+xlrlg; X,ibndgtua6on) . Ndmin's, 6&#39,8&quotinlpael&quot Opaque Composite Edge Flllerglass 3ingle Door W tit 121312D22. No Yea Yes WA 3 c. Tharmil Fiber-aaasicandS tira^ter ma moo S'i40Al (s) {Inswing/f2uts+m ng XO ON- OXO conflg .,shoo ) Nominal 6&# S uotim ct uo Opaque, a t 0 &q p ult .. paq Comptiske Edge Fberdlass DoubioDoorwiihw [722 IM112 M No Yea Yes N/A 4 d. ar •Tru F1be - ss'c an S r: Th ma r Cla i d rYlgotti�Sta whhoutSdeliness onswing)Dutwill )Oor OXX© conngurationa) m el Ii&#39, &qu t rip #&qua _ Opapu Nominal 0 a I ac t _ aqua Composite Edge Fiberglass Single 15.r - 2131 1 l21y�12. hb yes Yea NIA 5 e Therml Fiber-Clasaicand ShfttnimStar . (Insv, 4,0utawkl8, X tpnilgueati lj Norrilnal b&#SRO &qu6t,lnlpapt&quot Opaque. Cumpodt§Edgs Fl bergies85hwith Single Dua 5ldald2(sj minivI /Outbvnn_q: X,p, OX 12fd120fia Nd Yea, yes; WA S f. Therma-Tru Fiber -Clack and Smooth -Star jl or OXO conk ureaons g ) Nominal 8&#3g,0&quo;lmpact&quat; Opaque Composite Edgo Fiberglass Double Door Wth w Yxor Oxxo 1211 No Yes. Yes WA 7 g. Thermal Fiber -Classic and SmAath-Ster Wthout.Sidatltas (InsvAnglOufisvnng; Canflguratlona) Nominal 6&#39'8 Squotl rripa ot&qugt, Glazed Composite EdgeFibergleseSmgle Door 121312022 No Yes Yes WA a h. Thernla-Tru Fiber-C.Aare and: Smooth. -Saar (InswanglOutswirg; X: configurahmj Nominal fi8#39;&&quotinlpact&quot Glazed Composite Edge Fberglass Strlgle Door with 12t3121722 No Yes Yes WA 9. 'i.Therma-Tru Filow-Classio mid Smogth-Star Sidelde(sl flnsmt7glOwtsw111g, XC,10X or O)(o oonfigurations).. Nominal 6&#39;8 &quotlnlpact&quot Glazed Compossta Edge Fberglass Double Door with w 12MI12022� -No Yea Yea NA 10 1 Therma,Tm Fiber -Classic and Smooth -Star VAthoutSidaltes(1DswingfOulswing;XXa OXJCO comigurallona) Nominal uotl c o GI No a O a u} Glazed &p , mp tQl Composite E tber a I: r a F I se Sal a Door 12 022 l312 No Y ea e Yes WA 11 k.Th 'aTYu berZa a'dSmooth, air Thermal F sip rt .. S1a (InsvngKiuts ving, x;mMigurati n), ... Nominal 39D uotl uo' Glazed In 3&# &9, ,Fr4ract&q t 1131 22; 2 120 'No Yes es Ya.. A NIA 12 I Therma-Tru FlIber-Classic and Smooth-Sl2r XO, OXcrr OXO port uiatipns) Nominal 8&93BW08,quott^Impadt&quot Glazzed Composite Edga nFiberglass Double Door with or 12(1- No Yes vas WA 13 m.. Tharma-Tru Fiber -Classic and Smooth -Star withoutSdielites OnswinglOutheiviiiii XXor OXXO win red amity a18&#39;8 &quotimpact&qupt; Glazed Wiled Open Composite Edga Fboolal Single Door 92/31f2022 No Yea Yea NIA 14 n. Thermal Fiber -Classic and Smooth -Star - (InevdngfOutsw(hg X-configurration) Nominal 881 &quotunp?et&qugt, Gla ea hioldso Open Composite Edge Fib" aasSinglo Door oath Wiled Open SideIWs) 1213112022 . No Yes Yes WA 15 o- Thenrai-Ttu Fiber-Gasarc and Smoc&-Star Glazed (InMng/Outw&V; XO, OX or OXacanfgura5ans) Nominal 6&ftl&quottimpaetilliquot Glazed M iced Open Composite Edge Fibllrglas Double Dow with 1D3112032 No Yes Yes NIA- 18 p. Thermal Fiber-Claasic end SrrN iti-Star - or wdtiout G lazed Molded Open Sidelites,: UnoWngOvibilY,7Cor-OXXOs seuratioris} Nominal8&#39;8 B4iu"otln>fract&srtrot Opaque Composite Edge Fiberptass, Si Vio Dootiiiiii irolded. 1211 No Yes Yes WA 17 q. Thermal Fiber-Classioand Smooth -Star Open Sidelitill (I nsWingl0uts4ving-. X0, OX:brCil configurations) - Nominal 8&#89;8 &quotl mpact&quoE;Opaque 121312022 No year Yea WA QRA 1111e. Vender Manufatti RiMelpn 2020 PGTlndustritls Category: 15ierior Di 1IubCaA,4o 8lidhg E;dWdprI)N1Aaserf0}Ilss Compliance Method: CtrrulfEaBon Me,% or ListlnB AMA fWoduaf Modal. Number or wens s' SGD-s@701L' *'Mlasifa lmpsaO Florida Depart nel'd of Business:& Professional Regulation Building Codes and Standards Product Approval Application Detail Pace t oft 1fK1411 t<putY dr gain. 21, pill Paadi Dadi contactBigelow &I.Iconsa. Valldaitedby.yatlow aunitted PsC'Aporoval Approved. milli Jana Rosoirskl Mlant-Dadn:9GCO-: CER Mlamr-Di:BCCO-VAL 11/10/320 1Lf2s12d20 1V241202C Approved: l9111411-Ot06 (746)318-2594 = _ roo.sidepolinduai. om product .D ecrlotmi Vinyl sliding Gists Door Quality Assuraneo,. Confiacl Exalrsllon Deio;.. 04M442b21 Imil-d-. cil lam. Remittal PPross . Cate orlSUb tory Manufacturer Product Des _ Apprc !Tunberg) Test Pressures Exp.gate 1. EXTERIOR DOORS 1TbermaTru A. SWINGING Fiber -Classic and B a h-Star ('�JC�1"�4MP ( FL 04 1,.1' +67.0// 67. 1 / 1/ 02 TheryinaTru Fiber -Classic and Smooth -Star (IMPACT) FL20 + .01- 7.0 psf 12/31/2022 Therm aTru Fiber -(Classic and Smooth -Star (IMPACT) FL20 70 +80.01-80.0 psf 12/ 1J 02 B. SLICKING MI Windows and Doors Series 420 FL15332.1 - FL1 332.5 +40.4I-40.0 psi 12/31/2024 PGT Series 5570 NOA 21-0205.0 +38,71-38.7 psi 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) FL8248.3 +31a01-35,0 psf 12/31/2023 Wayne -Dalton Series 8000I810018200 #1123 (16 7) FL8248.10 +30,0133.5 psf 12/31/2023 Mayne -Dalton Series 80001'810018200 ##1124 (16 7) FL8248,11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRB i iV Cur Divisic � ADGInc807 ties n #A t i 707 727 747 and 847 Single 8i Pairs of ors 1 n f � g FL11537.1 i N/A see nst stet ( } 1 1311 02 2 2 5 2. WINDOWS A. SINGLE HUNG MI Windows and Doers Series 185 FL17499.2 +60,01-60 0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL153 1.1 +55.01-55.0 psf 2/1612024 C. FI)E D MI Windows d Doors Series 185 FL15349.1 .01-60.0 psf 4/3/20 3 PGT Series 5520 FL24 m5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL153512 NIA 12/ 11 024 PT Series 5500 FL201.1 NIA 5/2612026 E. OTHER 3. PANEL WALL i Prod. �I�irrl�5 Hard Building ii+~ e la k La Siding and HardiePlank L Siding mp n p � � FL13192.1 - FL1319 . 2 A. SIDING Ill 12/31/2023 B SOFFITS Alside i d enter Vinyl t Solid an �fli FL15272,.1 �- FL15272.2 75.OfI 75,0 1213112023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54 2f-54.2 f 7 01202 3 Ca OTHER 4. ROOFING PRODUCTS A. ASPHALTSHiNGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2022 B. UNDERLAYMENTS Tamkc (for Shingle Roos 151b Felt Underlaym+ent FL12328 NIA 6/2912023 r le Rio Plyglass USA, Inc. ( Ti POL1YSTiCK TU MAX FL52 59 NIA 1 1 312023 2 2 C, ROOFiNG FASTENERS NOT USED 0. ROOF VENTILATORS Thompson Arch Metal Comp. Off Fridge Bents FL16918.1 - FL1+ 918.4 NIA 910J2026 tInc'e Florida Metal Products, in ,tit RV"i 10 F , .3 L21a80 i�lA 1 1312 4 2 1 02 Lomanco, inc DA4 Exahust 'ant FL17202.1 + 97.5!-97,E oaf 1211012025 E. ROOFING TILES Baal Tile Villa 900 FL7849.27 - FL7849,28 NA 1213112025 B oral Tile Saxony 900 F L7849,.18 - FL7849.20 NIA 1213112025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONSr DMC 150SS, DMC 175ST DMC 200Sx DMC 5V FL17879.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Products Ic�k�al Protection Rrlut Galvanized 'S eel Storm Panels e L5076.1 - FL15 7�6. F 1O 2 A 1 1311 02 2 2 2 Glass All American shutters a Galvanized Steel Storm Panels F 859.1 L17 A 121311 022 2 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strang -Tie see chart B. TRUSS PLATES T�1I u Icing Cl��ripcirien l Building Components -Alpine Truss Plates A in u FL 9g0 1-FL199.4 1 NIA 1 1 11 0 2 3 2 24 MiT+ek Industries, Inc. Truss Plates FL2197a1 - FL21 7..5 N/A 12/ 1/2022 C. ENGINEEF�E[? LUMBER Weyerhaeuser Rim Board, LV PS L LSL r F L�6527.1 - FL55 7r 5 2 NI A 31 1 023 31 2 D, MATERIAL Cast -Crete Corp. High Strength Concrete Lintels h1G,A 20-0630.15 NIA9/11/2023 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 ti e �f inspectiorl these rcducts1 the foll owing infcrrratlon must be available to the inspector rri-.n the jobsite 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation page of Building CDdes and Standards 1f28YH12z Product Approval Application Delta 11 it all 11 'iljlj'jj1jrjR= 1 Entity or Do •net. Gate Penulno MI Tyl Verslan Manufacturer Cantact. Engineer&License :' yalldatedBv Validated Unttted FSC Approval Bggroveg status Revision 2020 Therma Tru Corporation Slave lasperson Lyndon F. Schmidt, P.E. Ryan J. King; P.E. 07/23/2020 07/1272020 0712912020 IQM312020 Approved Category:' Exterior Dom (WO) S43=7'628 PE-43409 1813) 767-6555 subOatsgory-. En vging Erterwr Door Assemblies- slosoe,sonCthemlall Compliance Method: Evaluation Report from a. m Florida Registered Architactw a Licensed Florida S1ei7F2214Fe,R3ipfpdUmlF Prot'esalonal Engineer . , - - Quality Assurance . Aodrovadfor Use AporovedlWUse Impact Deaian. sea9 Product:Moi Mom bazar Name: product Deal otion ContraetExairatlon Date In HVHZ outside HVHZ Relabel Pressure I a. Therma-Tru River -Classic and Smooth -Star Nominal 68dil 88quotlmpaeE&quote Opaque 1213112022 Yes Yes Yes WA Composite Edge fiberglass Single Door (Insvnng/O tswing; X co}ifiguratlon) 2 p Therma-Tru F)ber-Clasaio:an4$xn -SW Nominal: Otill &gwcdrnpact&quot, O*ae 12J3112022 Yes: 'Vas. You NIA Composite Edge Fibargla ll Single Daarvath Sldelite{s) (Inawingl0utswing XO, OXorOj<O: Conriguralian9) 3 c.Therma-Tru Flberrvclao8lo-amtlSmoothStar Nominal ,&qucd;'Impact&quat•Opaque 17/31f20222 'Yea Yes -Yea WA Composite Edge Fiberglass Double Di Wth or without Sldalnes (inssvinglOuts,4ing; XX or OXXC) conhgpratlona) 4 d.Therma-Tru Rben-.1assic and Smooth -Star Nominal ailill liquokimpactaquol;Opaqua 12Y3l/2022 Yea yes YeH WA Composite Edge Fiberglass Single Door Onsxtingtfhltswing; X configuration) 5 e. This Tru FlbervCiassk and Smooth:$far Nominal S&93g;0 &q gcbnnpect&quest Cpaqua 1.213120W Yes. Yes. Yes WA Comppoosaidte Edges Fiberglass Single Door with Sdelte(s) pnswing/Out ri;'. XO, OXor OX0 cordigurafions) 6 f. Therma-TN Fiber-Ciasatband SmoothStar Nominal Sill litquctimpact&quot Opaque 1213112022 Yes yes Yes WA Compasde Edge Fiberglass Double Door with or without Sidelites(IrgrMn! lOutsArrg;.)O( crO)XO configurations) T g.Therma-Tru Fiber-Clossigand Srrrooth-SYsr Nominal6&*39,8-&quot;impad&quet Glued 12131f2022 Yes: Yes Yas WA Composite digsFiberglass Single Door - 1lnswinglOulsvdni Xcon"figurakony 8 It. TherrilFiber-Clan i wild Smooth -Star Nominal 17&#39,6&quotimpa&AqucrLGlued 12012022 Yea Yes Yes WA - Composite Edge Fiberglass Single Doi Sdeliie(@) (InswinglOutsvdng; )(0, OX or OXO- conhgurations) 0 i Therma.-Tru Fiber•Classic•and$mcoth Stag Nominal611 9:8 &quot:impacttili _Glazed, 12131=22. Yes. YaA, Yes NIA Composite Edge Fiberglass Doubie.Door ydtn or vi El delites (In0nlfngla-twit :AX of CXXO 60hPguratlon8) 10 f, Therma TruPba r-Classlo and Snrooth-ta, Nominal ibuctimacuoi Glazed #39 1213i21722 Yes. Yea. ' Yes, NIA Compdaiie Edge Fiberglasst& Suit [to Door (Inca. clutawirg,xconfa-ioh} 11 k Tharma-Tru Filler-PIlig C and Sffiooil5tar Nominal aA#3i;0 &quot;'121111qunu _Gtazad 1.21312022 "Yes.: Yes: Yes WA Comp'asHe Edge F@ejgl,ass SingleD.l ih sidelital (InaWingtOlitsmng: XO, OXDr OXO confgurations) 12 1.Thema-Tru Fiber-Classicand: Smovth-Star Nominal S&# O&quoulmpaet&quoF Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door in tit or without sidelitea (inemnaloutswing; XX or =0 configurational 13 m. Themne-Teu Flber-Ciassid and Smoo111=;`Yar Nominal 6&#3 Squotlmpact&quot;--Opaque 1MV2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth &quot;Non-Impact&quot; Sidehta(s) (li srringlOuts,Mng; XO, OX orOXO configurations) 14 n. Therma-Tru Flber:Classic:land Smooth -Star Nominal 6&039;& &quotlmpa-till li Opaque -12) 12022 Yes Yes Yes WA Composite Edge Fiberglass Doubts DoorW¢i) &quot;Non-Impaci&quota Sidelites (InswinaOulswing; OMO aonNurationt 15 a Therma-Tru Fiber-riassic=and Smooth -$Ear NominatS&#3g;11 U0Im p pa"'q };;Opagtte 121311ZO22 Yes, Yes Yes N/A i Composite Edge Fiberglass Singe boorvwtti 9( one. nNg1n4uItmwpiaXuOo,t.;-o611 pniiguraklans), 16 01. Fibar-Cla9slq and Smooth -Star Nominal8&#39,0 &quot,'Impactrirquot :Opaque �IX31 M22 ,Yes Yes- Yes NfA Composite Edge Fberglass Dodble Door with &qudt;Non•lmpacl&quota sweiltes(tnswing/O.tswtng;. OVO configuration) 17 q Therrna-Tiu Fibar-Classic-And Smooth -Star Nominel6&#39;8 &qudt;Non lmpact&quot opaque. '121312022 Yes- Yes. Nd NIA Composite Edge Fiberglass Singlill (Inewfngt0utavring; X cgnfCdurahan) 1P r.TheFiber-Classic and Smooth -Star mna-Tru Nominal &quotNon-lmpad&quot Cpaqua: 1213112022 'Yes Yes No WA Composite Edge Flbil lass Single Door W* Sidelts(s) (InavAnglOutewtng; XO, OX a OXO- configura9one) 40 A. Therma-Tru Filler-Claesic and Smooth -Star Nomnaf,6&#30;8&quotNon-impact&quot Opaque 12/31/2022 Yes Yea No NIA Composite Edge Flbil lass Double: Daor vacs W vAthout Sideltes (Irisvvng/Outsvilln ;: XX or OXXO conflg ura!ona), 20 Themm-Tru Fiber-Classlo. end Smorith-Sia t _ I Nominal 8&#38' Non-! not Opaque, I .0 &quc� mpac[&q.f20 1MT 22 Yes. Y Yes- N o WA Composite Edge Fiberglass Single goon - (InwAing/Duty, ing; X configurafion) 21 u. Therma-Tru Fiber -Classic and Smootk-Stai- Nominal ittki &quot;Non-Impaut&quX Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single DoorwiHl. - S1del'itill (Ine wngloubs ing: xO;OXa OXO cotllauraffons 22 v. Yherme Tpa Fiber-CI..oand Smootba Star: Nominal 6&#39,0 &quatNon-Impact&quof; Opaqua 12131,2022 Yes Yes No NIA Composite Edge Fitlerglasa Daubla%q vAol1 qr wlthout;Sidsites (lirswing/0utswang. XXa bXXO' - cbnflguratigns) - 23 w Thermal Fiber Clesaic. and 5mooifi-8far Nominal 6&#39'8 &quot;INolt•ImpaCt&qua1; Glazed 12W12922 Yes Yes No NIA Composite Edges Pibergiasa Single Door (InsWng/Cutswing Xcontiguration) 24: x. Therms Tru Fibar Classic and Smootti-Star. Nominal 6&#38 &&quotNon-Impact&quot; Glazed 1213172022 yes Yes No NIA Gompoelte Edge Floefgiasa Shlgla Door with '$Idel)t {e).0 nvAng/Outswdng XO, OX or OXO configurations) 25 y. Tnemna.7ru Fiber-Gaselc and Smootll-Star Nominal 6&#39;8&qudtNon-impact&quoi Glazed 12/3172022 Yes.. Yes No WA Composite Edge Fiberglass Double Doi or - vAthout SMelitos (Inswing/Outrding; XX or OXXO configurations) 26 z. Thanna-Tru Fibar-Classic and Smooth-5tar Nominal8&039;D&quoI;Non-lmpaci&quat; Glazed 12Y31/2022- Yes. Yes No NlA. Composite Edge FIberysew Single Door (InswinglOutswirm;, X cordigural 27 za.Therma-Tru Ftl7er-Classicand Smooth -Star Nominal 8&9l&quotNwr-Impact&quest Glazed 12131/2022 Yes Yes Nq NIA Compdsita Edge Fiberglas - Sri Door ith Sdelibi(InsvdriglOvita fng. XD,OX:.w OXO configurations) 28 zb-Thermo-Tru Fiber -Classic and Smooth -Star: Nominal 8039;0 &quotNon-Impact&quot Glazed 1213112022' Yes Yes No N/A Florida Deparhmentof Business & Professional Regulation Building Codes and Standards Product Approval Application Detail iiI nT 2 tl5/:'e21 C040 anUM or PAQ Pil(€: Cate Pendhio ¢ge TVM Walston Polanufilloinirer submitted FBCAoamval ygprgyp$ statrsr l i4sian 2020 MI Windows and Doors &ant Ganger Luis Rol Lana. _ - Steven bT Uileh, PE 1ar0812020 lWat2020 1011a2080 - 12I152020 Approval Category: EXlenor Doors 4717i 3m-33o0 PE62514 '(71T)311,8454 subgategorf. Gloing Exterior Door Assemblies bstingapQrni,vol Compllance:Method: Evaluelldl Report ton{a. Florida Rilgro fad Archdactor t Licensed Florida Professional Engineer - - ,- LLpatlfv A@gurans9 (approWdfor li Aowoved Tor Use Impart DB�lM :sale �9_ .FCC uct Mpdef Number or Name Product'Descirlptlen �orUract'Ezgiratldl,Care InNVH2-- 'Outstde -: NVNY " l;aslstarrt Pressure 1 BERIE3420 ALUMINU M SGD SERIES 420ALUMINVMSGD OXO IMI)2024 No. Yes No N)A 145,314&quot x80&qupt; ANON -REINFORCED' 2 SERIES 420ALUMINUM SGO SERIES ALUMINUM9GD OX.XO,XX i2f51/2d2A No Yes. No allA 98Rrµ ct 808quat, NON -REINFORCED '3 SERIES 420 ALUMINUM SGD REINFORCED SERIE3420 ALUMINUM:SGO (REINFORCED DXO, 1211 Pip Yes No NIA 1453t4&quo1x06&qua; 4 SERIES 420ALUMINUM 83P REINFORCED SERIES 42CALUMINUM SOD REINFORCED OX.. 12131f1024 NO Yes No N/A XO XXs%g4at.xs6&quot: 5 SERIES 420ALUPAINUM SGO. REINFORCED, SERIES 420ALUMINUM SOD REINFORCED X* 12F31/3024 No Y. No. WA 1438quol:r96&quct: Florida Department of Business & Professional Regulation Paaa i or Building CDdeB'and Standards lenoal Product Approval Application Detail Sr9AB �1SL ➢3I& �ls Date Pennnn Bgt9 Version Manufacturer Contact a L3ralneer Llceiise Vallaarod sv Y Suemlttea FSC A rev I pd A re Abp trod s �. ReNsion 2020 Wayne-DMRW, a alai of Overhead Door Dwayn.Komish John EScabes. Jeffrey P. Amnion', P.E. 10/12M20 avaimm IMN2020 1211.512020 Appi Corporation (330)763-8121 pE51737 (904)821-5200 CaregarY Ellarlor Dears dkonishitilwayne-daiaxl.c SulhCatleory: Sectional Exterior Door Asserrii ob Compliance "IllEvaluatim Report from. Florida ReglsteredArdnitector a licensee Florida Professional Endnaer - Ouaith.Aasurance Aooravadf tlw Np dforUsA a �# t 't AISSWU Seek Product A9odal. Numberw Nanm Product Pendleton Contract Cogitation Cates In HVHZ tluralde HVHi Resistant Preasore. 3 80004100'1#1105 a&#39: MexwNdr 148d136; Max height dazing 1213112023 No Yes Yes +3100f--35.00 Availlable In top or lntamledleta seatlan 19 8000B1oo18200#1123 i6&039' Mimwidth 14ilai Mathelght Glaang. 12151=23 Not Yes Yes '309011 AvellabloInY Intennedlate9 ion top 4r ec1 it W0018100I8200#1124 18&#39' Max width. l4 9 Max teen m Gfai •� lV3 M23 g ng i No. Ye s Yee +3440 f-3830 v lei 1 r e ate. a allab Inlop tll seetlan. . ap. ...nail - Florida 17opartmert of Business & Professional Regulation -Building Codes and Standards Product Approval Application Detail 11 tf1 1P41021 Fo en fir Date Dail Date PerrcAnp i TTa Version wanufecturer 3f1 Enoineer&Lmedse. VNltlamd aV vall Mad submitted F13C Aaa,bval Approved 9ttus Revisal 7D20 CUMas DlYlsim otPq(x?,, lOc, Tom Batley UL LLO- Trtry Bishop;: P:E. 12110l2oza 19'0.7r2020 12I21i1(120 Approved Category: Etienof Doors 1641)494-2e18 '(954) 247-oH0: ",CWOOOiry; Exlenw DoorCcmponetrta ran ralray�leaaaehlFy.eo Compliance Method: CartIfketion Mao or Listing m ;1SSY.NBTPr`bdU Ys ,. .,a ..RE_ "t -0, - .. cuaiMAsewrance Approved for Use Abaroved for Use impact Doi AMA Modal.N tear or Names DmiliaUon CO. .ExWrat,({l Data n1 NVNL- Ovate, HVHZ Resistant Rrassunr. 1 . 607?oT,72?, T49757777, end84'r�teentl Fens of g Fig �. Glazed,and Louvered single and pairs of 1Z31l2025, Yes Yas. Yes N(A Dra9gi h011yec tal doors. Florida Depaftment of Business &. Professional Regulation Building Codes and Standards Product Approval Application Detail Feel afz II 1 �z1 I Coda anti oP Date o#a meta. Pending oats TVba... tlenlon; nnanuraelurar carrant. Emrm&er-&U'catY.e: Validated av Vafid, gl Snemlhed IAoamval Agam"d will Rein 2p20 W WindWi and Doors &ant Giifnger American Arc lbantural. Steven M, lirich;. PE 11111/2020 1111 11/21/2020 Approved CatagOni:.iMndgws_ I717);'Wi d0: ManAfactprers-pse-og tfon 4T17) 31r-8A4; subcategory: s1n91a Hun4. bslu'ngarmind;sam. Compllane4:Mdthod: Ce illoa lion Mark or Usifing quality Aslurance: Apwal for the. AWIDYNd rxtill Ilnnagi Doerir, §gg,A Product Madill Numberd07001 or Name. Predolat Ceserimlon. conI Empl Milanoale InHVRZ tar RasLatant Proi 2 1Q6:SH 52x72 FInr0pnge From*IG1SG Single Hungy 3023- No Yes No +0-60 Urnn.ted Gieaa - C3� N N p U = Q� Q O .� Cu U - N CIO 0-0 O i O 0 O 0�. O W c .N O -0 `V E O Y Q w -0 Cn Q Z Z W J CM C O W C3 w�+ Cl Gt` o to vCc'i 'O 005 K C= fv y g, s 91 3 cc >r. 3 1v 1L rt u w G3 c N (t1 N !R. = E 4fi CJ a� cl IV s,a•= E EU 0 -C_ V J CIO 0 CL CL O O Sn� W V m O L w� W Z Z Q J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Building,Cozes and Standards Product Approval Application Detall Page 6 d 9.. i01422 Cade. EMl Eft Pendina 214% Ili Version Mandleaturer contact: F_notnear&License Validated Validated Submitted F5C Apimval Approve Status Revision 2020, Thorma Tru Corporation St6y.44sperscn Lyndon F. Schmidt;"P: E. Ryan) King, RE, I0107ii 09J18/2021' lgi1 t2021 lv15f2021 Approved Category: ENierlcr Priors (800j 64',,.•762 PE 4 409. t 13) 767 855 4094tatill Swinging E�rior DoorAsilembties_ etasperaora�,thermatru,co Compliance Method` Eftluatron Repot from a m Florida Registered Arch- or a Licensed Florida Professional Engineer rtt 6i81' 'l, ,.,,, ctd ,,. ualu A9aunift �..� Approved forilu A � A' omvad far flee ISI? Im�aan Deslan &etilil Product Model Num bar or Name Product Description Ctintradt Ezntratwn'Date in HVHZ Dulslda-HVHE Resistant Pressure 1 a Thermal Fiber,Claeaicand, Smooth -Star Nominat68s5,N9;8 equat;Non-Impact8quat Opaque Compbalke'F-dge Fiberglass S'rigia Door - 12/3112022 -. "ids Yes ;Pb NIA 2 b. Themla-Tru Fiber-Cli and'Snaoth-Star ltnsvangtOutsrmng' X configuration) Nominal 68*39;8 &quotNon-ImpacAquak Opaque Composite Edge Fiberglass Single Door with S7delrte(s) 12/3wom No Yes No: NIA. 3 d Therms -'flu FIbeT-Ciass(cand SmiStar OnstMnglOutewrig; XO, OXl exO,Jgurafions) Nammaf ti8#39 Buot,Ngn-In•,pad$qupl Opaque Fiberglass Composite Edge Double Door Wldn ar 1:2131/Z0^z2 'No Yee M11<3. IU/A 4 d. Tharma-Tm Fiber Classic and Smooth -Star wtthcut$aiwites (I riewinp/OutsAing')X m OJCCO- con figurati ) _ .. Nall:7&#�i.0&quvkNon-dmpazt&quot; Opaque Composite Edge Fiberglass single-: Door _.. Imil20Y2 --Nor Yes No N/A 5 s Therms-Tru FIBaY-Classic and-SmdotMlStar (InsYAhg/Outs�ndng, X configuration) Nominal 7a`#3y;0'&qubt Nondm'papl%quit; Opaque Compasitt Edge Fiberglass Ill e'WorWith Sidelitel XO '1glisial No yes No'. N!A'.. 6 i Thermal Flher-Glassto end Smooth -Star (InmrIgtbutswrng: oxor OXO opnflguret on5} Norihal,8&#39;08(JuokNon-Impad&gLkt Opaque Composite Edge Fiberglass Single Dogr 12131I2022 113 Yes No MIA 7 g, Thentri a Floor Cfaseleand Smooth-8mr - - (Insw rigloutavrng:.X configuration) NornnalW59;0 &quotNgo-Inninditiliquot Opaque Composite Edge Fill"Iloss8mgle Poor Ili 12131k2022 No Yes No NA 8 h. Thermal Fiber;Classicand Smooth -Star Sid-elde,(e) (lntsndngrnCO, OX or CtiCq wriiigurasWngrq(itions)' - Nominalsa43g;0&quot Non-Impaot&quot. Opaque Comps;ore Edge Fiberglass Double: Door print or OxxO 12131P21J22 No. Yes No NIA 9 i, harms-T- Fib rC asic S , th-Star T .... ru a la .. and. mod .... w•Afhout sidsites(Inawirg1011ora g; XX or contigufaeone) No ma'.- 8' , u I u l m . i $81139 &q okNon mpaot8,q dq,Glazed.- composite Edge Fiberglass Single (i .... 31 121 12022 ' ` :No.. Yes Yes o: N.. IA NIA 10 J. Tharml Fibor-Ctasslcand Smocith�,tar - - (thra*HWOuttivil -X6onfigutation) Nornha(;8&#99,88puotNmt4mpdct&quot„Gla2ed Composite Edge_ Fiberglass single DoorvAty 12131=22 No Yes No . MIA 11 k Therms Tru Fiber -Classic and Smooth -Star 5ldelde(s} (InsWng/Otnsv4ng, X0, OX or configurational . Noinel8&#39;88quotNon-Impact&quo5 Glazed Composite Edge Fiberglass Double Door vmh or dlXi lmTr2D22 Ne, Yes 14o 'NIA 1Z' IThorms-Tru Fiber Classic and Smoothi wlthourt'Sldelitas (Iftftkq(Ouhavirigl. XX or configurattions) Nominal-:7&# Iliquat;Non-lmpsct&qual Glazed:. Cotopcsite Edge Flkoglaes Single Door 12131t2022 No; Yes I N1A.. 13 m. Therma-Tru Fil-Classfaand : Smoot[,SWr (InswQngfOutswi X.configuration) Nominal7ffik*39;D$quotNor�lmpad8quo4,-,Gamed Composite Edge Rbergl-Sir le Doorvattr 12131I2022 TieYes No NIA 14 nThernw.Tru Fiber-Ckssiq and6mooth.5tar Sldelite(e) jlnsmrt#Outsvvr XO; OXor OXO sonlouraGons} Nominal Si6ii 0&quotMon-linpect8quot. Glazed rivro6 ibal Klbelgl a" ngr$ Door 1213112022 No Yes No NIA 15 a Therma=Tru Fiber Classic and Smooth -star -- 00%wilgfouhaVl4lg' Xconilgr¢YlonJ u Nominal b&#3g;0&quntNgrrlmpact$quota Glazed Composite;=dga Fibarglass8ingk Doer arith. OXwOXO 12/31I2022 No, Yes - No, NIA 16 P. Thermal Fiber-0lassicand:smooth-:tar Sidelite(s) QnsWing/fhdsvving:XO conflgurefiCii, - Nonthal;B&C39,D BquoNoulmpact&gr4oti Glazed. cornpgsite Edge Fiberglass Doable Door with or 12C3112(S22 No Yes No: NIA 17 q Thermal Fiber Classic and Smooth -Star - without:$Idelrtes CI n"ing/C ut�irtngbXX or OXXO conliguiatignsl Nominal 6&#39,88muot:NonFIrnpad,&quoii Opaque Composite Edge Fiberglass Single Door wBh 12151=22 No Yes - No: NIA 18 r, Thamna-Tru Fiber -Classic and $mgoth-Star - - - Transom (Inev;rWOutawing: OIX oarifiguratiorl) Nominal S$rY39,8 RquokNorrimpact8,quot, Opaque Cam ib, EdgeFiber lass Single br Door will 12/3112F)22 - No Yes No NIA 19 s, TnermaT Fiber -Classic and Smool h-Star Sdelde{s} andTransom (Insrving70uisvarig; OlXi2; OioX-cr:C/OXO configurations) Nprninal8 ill &gSwt hlon-Impact&quot; Opaque. Composite Edge Fibetglasa SeglaDooi Whh 1213112022 No. Yes No NIA 20 LThermairu Fiber-GFass4c-and 5mooth-SPar Sidelite{s) (ImrvAnglO.b.Wng_ XO, OX or OXO Continuous Plead and Sill weiffguradensJ Nominal 8& lilquot;NarrAm ,act&quot Opaque Door w-th Composite teE.dseFifbe.r. lass Sin (a'_D. lW`L`202P No Yes No N/A 21, Th "---cliss. ... u ar q Tm FlbaY ass c and smooth Stei 9ideldes(nswing.OutewingXfX or ContnuouslHead and Sill config„uratiwis) I r' u- n .. of Glazed Nam nor. 6&#39,8 &q t t Sa t g ao&qu _ GI Compdshe Edge Fiberglass single poor with OX ..,,. 1 1'2' 2 3 1 Q22 :.... Na; Yes No, NIA 22 v. Therms Tru Fiber-Glassic and Smooth -Sitar " Sldellhel (InslMnglOutsnvlr XO, a OXO clmbluaus Head im Sill figurations) NominalY38d%:n&qugkNon4rrV,ad8quok Glazed Composite Edge Fiberg lass Single Door with 1213112022 No Yes No WA 23 w, Therms-Tru Plber-Clasalo and Smooih-Star adelhe(s) (I nsW ngtoulawlrlg, XO OX or OX0 Continuous+aeod and.8111 configurations) Nominai,84030'8 &quokNon-lmpacl&quok Opaque Composde Edga Fiberglass Doc r Panels with Yented 12131/20g2 NO Yee. No. NA 24 x Therma-Tru Fiber -Classic arld9mood Star - Sidelits(s4(trtgnMnglOufaviv iX&XXXorXXXX configurations) Nomin fish fi iligr Non-hricact&quok Opaque Composite Edge Fibeglasa Door Panels with Vented 1213U2II22 No Yes No NSA 2• yThermanim riber-Ciaeaicand Smooth Star Sidsiite(s) (I risw4n!)lOutill XX, XXX or XX)0( 4'Nnfiguratians) Nominal6&#39,8&quot;Non-lmpacAquot; Glazed. Composae Edge Flaarglese Ooor Panels with Vented. 12)3772?2 No Yes No NiA,. 28 zTherma Tru Fiber-Claasid and Smooth -Star adelil 0nsWng1Ouarrring; 5 X XX7(or X)O0( Conftquralions) 1,16millS&I30:0&quokN9r.IirgaIXSquot'Glazed Composte Edge Fiberglass Door panels vft vented 1213112U22 No Yes No NSA V za.ThermaTruFiber-Glassioand Smooth -Star sidelitai (Inswingloub.,wtrg, XX, XXX or XXXX comiguranans} Nominal 6&'#39.8&quotNoff4mpaat&quotGlazed Composite Edge Fiberglass Single Poor with. 311 Sider "s i0'u fs ' XO"Ox OXO 1213112022 i#t No Yes No NA 28 zb, Thermal Fiber-Oassk and 'Smocith Star son win o C.) inn rig 9, X t configurations) Neill 65$3918 IuntNon-Irrgract&quot'-..Glazed Comp- aE a.Fifiar'la Double Odor with Compost, dg. 9 OXXO /2I3112022 No Yes hb' WA 28., = Th®rma-Tru Fiber Classic and 6mooth-Star 3&#39;P Sidellbas (I hswingloutsriindi oonhgurvi Nominal88#39 0 8quoh,Non-lira acts tuot Glazed Composite Edge Frbergla4e Single Door who 33#Bg;D. 1213V2022 - No Yes No WA 30 zd. Theirma-Tru Fiber -Classic and Smooth -Star Sidelhia(s) llnsw rigtoutavving XO,.OX or CXO oonf ul"tl6#1 } Nom�eiai 6&#3A;0;& uotNon-Ion - uot;,Giazed Corn. _ _ ' Edge Fi Ian Doubla 0owtvldt- Poslte g b6r9 ;.oaao 12f3112022 Nib- Yes No MIA 3 7 a ma: F e•04asil dSmoath.^Ste z Thar Tru ib r asw r 311n739'U Skleldes msrA /outsmin ( rig 9, conft uratlon)' Nominal?&#39'0& uat Non -I -,Shaker i q mpadF&quaK: 1l"at12073 2 No. Yes I NIA.- Florida Departmentof Business and Professional Regulation Building Codes and Sbrldards Product,Approval Application Detail 3/15/2022 FL#5259-11ilt31 2241 Entity C PAT& 2" P-819 Status Type Version Manufacturer Contact gTg r r Validated ev Validated Submittedin , ARproveld Approved ' 2020 Revision P L1'G ASS USA Mau AI t lleense � L A er rY P Ja W. hn ID12 D 1 2212020'FBC 6YL 2 DI 4 512 12/1 -020 Cate" o : Roofing S95d12331330$mal e ` of lass;ar)m Robert:Niaminen gs g P �P Y9 Krtezevich; PE 811RE2YHL _59 SubCate cry: PE 188 9 954� 772-t322-0` t } 1 101 � ' 1 12020 Underia sleds y Compliance Rance Method: Evaluation Reportfrom a Florida Registered Architect or 2 Licensed Florida Professional FL#6259-R34 Engineer Products' QUalgy A-seuralles D 3MMIor-Uea e,lMyad Contract Fdarai)on in HYM Clu itle gr Ues Im229 HVH2 $gyisidtg Dasiain Pressure Seq# Produet'Midel.;Nurlbar arNarrie. Product Dia-digilival. Data 1 PolygtassRoofUnderlayments Rootingunderlagmelft/012172022 No Yes:. NIA +NIAl-022,5 1 Polyglil Roof Ufdeitayments{HVHZ) Poygliess roof urfdedayin i for use In F73012/2372023 Yes No NIA N t1VHT Judsidicgw s. 2 a ss Roof Unde ents noe-H P lass roof lindens ants fora nt :12r2ar2M P IY1Aa rMym ( VHZj yin se • No -Yes WA -lil 22.5 -- FBC non= 2 udsdic#lone, HWH ] 1 PolyltlassRoofUndedayments;(HVFiZ) Polyglassroofundedayments:for use inF801212312023 Yes No NIA NIA' HVHZIurisdiagons 2 Palygtass Roof Undedayments {non -Hill Polyglass roof underlaymollts,for use in '1212=023 No Yes. NIA +NIAI-0224 FRG non-HVHZ'jUdsdlctions; 1 PolyglassAnlofUnderiayments(HVHZ) Polyglassrod undedaymer&sioruse inF8G1212813023 Yes No. NIA N/A HVHZ junsdiotiors 2 Polyglal Roof Undedaliments (non-HYHT) Poiroof undenayments,for use In 12/231,2023 No Yes NIA +NIfU-{�22,5 . FOG d 'u' clabi - n n HVHZ ns s; !. 1 Painless Rolf n a� nt f ) r rider yin Ms s C 2 Una a a - s HVHZ Po yygaal: roof Underhill a :for use in FB 21 312023 Yes No f N A NIA :.Iron . HVHZjurisdiciioris'. - 2 Polyglass Roof Unde layments'{non-HYHZ) Polyglass roof underlayments,tor use in 12IZ3/2023 No Yes NIA +NIAI-822,5 FRC non-HVHZjurisdicdDna- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appllcatton Retail Pagan ON i0i ii Ili I Oat S9pS - :Entity or. .2" _Dffif glikagna". Dele Til ytiortlit: Marrulmturst Contact; Enakteara License Validated Or - Validated ::, submitted ,:FBC Anarcyal AD 9latus.. GT '" ti si Aftlnnatioh: 2020 P Induslriae Jens Ro. li ek- l4emb0ade 9 CO-CER :Miamll BCCD-V L rns lax ( I C .... A_- i' 20 1' M12020 iN9YL0.. .. 11 it20-4Approved ll ... 2.. :, r`.etegory. Vwrrtlovis. (941)486.Or0g: (780315-.2690. . 'nubcategmY single I 1rmw$kl@pgondusos:o compirancs sell Catitcaflon Meek or Usahg dm .. .., , . � „ ... .. ,.- . ,. , . .. „. D aI1h;Assurance �" a ficil Ose � roved ruse 8aa 8gg in {. Ymeast ^ .. , .. PsaLge Sao# Produei Model. Number or -Hams: I.iH'9te Product Deserlotlon: Cowell iatbril o InHVHZ. 'outside HVI J$P9Ee^art pressure` 2' GH5500 f1m impod) Vinyl eMge 4}lrgU4ni aVi 025:' Yea' Yes Yea NIA Pr lct M>�d. Nunbar or Name r�dget 11`9odon -5 PW1=,(Large West. lmpaal Vinyl Flxed,vil do. DrralW Aasrxanca Cnnba^l"EzdR11'1 0ao 047302025. Florida Department of Business & Professional Regulation Building Codesland Standards Product Approval Application Detail larce Boston Itilillithicarri :FSYa39t€' Yes, Ni pole_1 ai_ IM021 cell lintil or RM Date Rico Porldisl .alp.: liall Versl'on Plahufachuror. Enoinear&Lidense Vappated 6V Yana a0.-FaCAodraYei l400mrel :a" Ra2020 JillHarae,'-: uIding Prod c_Inc. Chad Ouaf V,Andrew Ton JI Widli r.d,:.PE. 0I,5/01V,IM2020 o1 , dingF Calai PanelWlls 9545-83% PE& i2)3$7.2528. ..of. subcat4all Siding ch.d disrcksgejsmeshsrdl. Compliance Milehotl: Evaluation Report tom a: ern Florida.f?id ..dArehft.1wa.Lieeng6dFlwiCa Professions Engineer 4181Midels dugltyA9aul8nb9. Approve for Use - Eared far.UB @PA .! 1mga4a. Design Spark 'Product Modd: Number or Name, Product DasaL Mn rrmrVract aNuaalgli)ae�. lBiii tl�' .DutaWo RVHY Realslmnt preeadre. 1 Ceaiplenk Lap sldvig 5ber-cement lap.ding 12131P2023 Yes Yes MIA WA 2 Herd.Plank Lep.Sidlag lbe omaatlap sidl 12 V2023 Yes Yes NA WA Florida Department of Business & Professional Regulation Build nq Codes and Standards: Product Approval Application Detail Pali irsnpfa _ _... _ EntnY or two Ad& Date Plibi . ;Date z) u V F±:ipn. Manufacturer:- Capitol Endnadr6, Liparize Vagdate it vandew submitted PaCAnam al: gpyrgygj) Status. -tl d " ReNsron 202o MIWIn Windows and Doors re or C ec.._ Steven 4 r E B m.6ltung r AmedCan Ar hot rural tit an td VItl1, P.. 1 WI0 .3u ON 20 10/0¢i2.0. 1011 020. 9/7 roved Approved Caeggy: Windows- 1717)35618300 Manufacturers Association (717)317.5A54: Subcategory: Haizontel Slider bxMling.torriNd- Clerlbb nca Melhort OWMEUor VArk a oiling - - - !<t.#15ir; did s r_,, . . _ M, QUallmillssulance r. : twrovetlfor Use i pnroved farUss A A t Imu�-. POau ARLI-' Prodad Modal Number ar Nam. Pmuuct Drsafptran. Gnnbact Exdrelipn Data: In HUHZ. Oukrda NYi12.. Ross tl Prossill, " e I HIS 180nn and FlarrgeFrem 0 4 73x821neulaled Gress b?l1822.. o: Y' N. as N. o 'r55/-55 -. _ Florida Department of Business & Professional Regulation Building Codes and Standards, Product Approval Application Detail Rage 1 ur 2 102021 Code:loony or ,Ewe Da. Dato Pendlna. fig. Z= Version. Manufacturer Gusted Endneors uaenc6 vast 09011 av Validated sirlital, nc Approval.. Approved Status vi51'2029 2 M11 'Inda :lend 13 i. t o r do n.-.:. T _.: en' Ik'-b E ' 1 V2020 ' 1 12 11'.&=20 "roved Re on '20 0 W s hors &sin 9 a ge :Amp a Arch. edural Btev M Iq . P 12 -0 1 22 .020 l2 2 j?FP. Category: Windows' t717)3till Manuiadu 0Assmtatidn-7717)3178454 Subcategory: Rued bsmmgerCmtwd.pem cwrvibir ca Medtod, cortirication Mi sr Lisong .laYi53b9:ii'181? dilate A C.�Iri Assurance �Annrwedfor use Anaroved or Use , i tln9agt ggAtkll.. am& Product NOW, Number orNOMA Product Daserindcrr CanNael Ego(fQIlplI Dale In HVHL Outside nVHE:.. Resistant Pressure 1 165 PW 73 x 79Ine al G o 032023 No Yea .hill d ed leas 4! No Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.1 at 1FX2021 Flor9da Department of Business & Professional Regulation Building Codes and Standards - Product Approval Application Detait P.D.I dr1 IMM21 9i Enlltvar 2& gajg Data pen ee D "9 Calls Aga Las Data Ponprna ll Type- le l trerruardurer yp {, EddrweiB License Va6"tlafed Hu .'Validated su mS b it, Fill Aoo:mvai Aooroved man Type,: Yer�lon. Allaulacturer afl�E Contact EfiolneerB Ll¢efxe Validated BY Validated F OO AonroYN Approved &taus Rdviefott 24,20 MIWlndoas end Doors ereiit'effor '' L.I. R Lexnas', PE ste+ten M, urch. PE 10m812020 101641;=0 1111.r 0120 12if5mpo Approved Astimation 2020 PIGTmdustries. Jena RosrwvsN 'Ifi-9-Dada 9CCo-CER' Waml-Dade BCCO-VAL 11mao20 I psm20 11/i v2I, 'Approved Caeg+sy:Wnd.vi {717) 395.3300 PE-B2514 ' ' (71T)317-8454i - - - Cateodry lMndovrs fg41]AG&910D {786) 315 2580: subcafagpgr Will ingerb rrlho.00m"- subcoh doer±: hol loss; I osowslde gdIvilUstdes,c Oompitcr Method: Evawatldl Rapod Naha. C-pillartdaMamed: Caitilesdion Mark or Ushnd om- Florida R.glehired Archgapi w a Licensed Florkh �_ prafes.ionel En4,0er f}jp[61.R:t3'FraGect3 _ _. _. .. ._ ._.. _ '�,-tr. -.. _ ... .`= ' '- - .-_- ,.,.. • -,-_.. ,.._... PL t:: ;_:. -, .::-: _ .., .:;:; ....,_ ..:...:.. ..,_.. .:. ..... i,. .. - :,' ;.: ` _ .....-. ,. ., _, , - aware. us. Oualr Assurame .A r aardrw rarus A e _ - ,.: :. ,.,.; �,...:. ". ,-;<.,.r - ,ts ...:...., - - :-::. -.; .:. ,... < , ,. .. ;... :Guiaity Assurance ,. ,, ...„ A-royidtar Uea' Allorovaaf ,.,.. . _. , -„ , --,:, Uss: pga&Et Damon ,. Sea#.' Product Model NumberName- _..:,. 1 Mall ta-All Doors anii':Wlndaes PY oduct Desortotlon ,conthact ENolrad on Dots - 64 Alurtilnum MUlllons' 451282026. Ye9' OutsldeHVHi Ye9. Baslsiallf Yes ai Pr s r NYA ill Product:Mcdst. fin nber or Name - ;Lbntrod Elgnklan Data. in HVHZ..: Outsido Ini lids antPressur 2, 6P9g V9rtnsal Aluminum.: Oda. 17J3112024 No:. Yet, 'Ye. WA Fonda Department of Bustness & Professional Regulation Building Codes arid Standards Product Approval Application Dalai( Pege2d2 1002021 Code at" or 23& 2a Dap Penana Jere T ! V" anutddfur .98D �t _.. rainear&Liee]ft Valklated sir. &eEifa� Fa Y�td9fA$ €Y4 � FBC:Appmval d 4R11[8Y$-. �t;it98 Rp vision 2U20 s tla AI I 21 1 Nia T- Lyndon F'. chmidt A. :. Ron ki P.E. 01512021 U. 1 srm2 k hcmpean yn .S ,_E. ye .rig,q 22min b2t2. 4nW 2i 20 A roved Approved Cat' :: Panei Wells' agaY 33 I922-2389. 'PE43409 a13 7a'7t8555 t 0? i f subchtegorY:'Soffl nthcmpsonlit.Wd.:cdm Cmr4rlloncaMstli Evaluation Report I. . Florida Ragislaredha rcirseet or Licensed Fill Praession.l Endnear jt'LitrY+k'u` P�f"eF"L aia ?' t A E* 4 cii t t r . p ,,s Y = Y z a:,sw <, -. _ .. S. w,'+z' , - .,.,,.W„< > , ry 11 ,.„.-, F„,<.:+Y ..Y :. ..,.,-,-,,., " m :y ..,,..:.x., ":. 5-'.*..n. ) <- „).. >, ::. _"i , .., 1„. 4ivalilu Assurance Aoptoodforllse: Approved fic tu.e. Imoad �0-d- 844#' Product Mal Numb.ra Name Product 10-rldton. GpMratLEMI.It r, Data In HVHZ. Oulsldo'KVHL Resistant Pressure 1 a. dquot2M.i 8011 Vemor Sdidivinv9ofdt Iwili2023 No Yes No MIA 2- b-liqUict;NuilmeT4bgdd;Sott Vent-sadvw-Asora 1=112023 No Yes No WA 3 cAgva1:1�40ilirkr:Vintage aeaded&#39 iota. Vent or sold ViiiPer ra I2131=1 No Yee No WA 4 d. aauetc5Sw04giant vent or sold vayl som 12/3112023 No. Yes No NIA 5 is. Lqu-:.Charter Detagyp, Sdtli Varttxr solid Vinyl", 19312023 Na. Yes No MIA 8 f Bqud!Super Spsn&quah, SogH:. Venter bdis Vary) S.Fal i2131Y20123': M. Yea No MIA Florida Department of Business & Professional Rggulatlen Building Codes and Saandards.. Product Approval Applications Detail Page 1.ft lo,srztrei Florida Department of Business & Professional Regulation Building Codes and Standard. Product Approval Application Detail Pagel sri I li'imil Code__.... _ Entitvar _ Rit, oil a _. Date Pending :ate.... Pd* _ I Emllvar clato WeDana Patrol. - Dill Tye Varalpn Manufacturer •. fipmgg Endrreer&Lremse Validated vaudar.a 4iuMnittad FBCApprosal (And v edv �rgt�, 7 V - �r�l _E:): M aqua.aror COMaet E n lri ucans. wildarad Na -_ dated J3mmiNea PAC A -rota'. rAoo or mum in Reuston -2020 7AMK0 )50rdmg Products LLC -.' o 1 4 0912 020 Kanl Eden Rmaf Niennnsn John W Knezevktn, PE OA. 12020 912 _. 101122020 _.... 12/1 20 Approve d Revision 2020 ompsm. .. P Ararat L_V. Th 10c, dol Thompson Architectural o Christman ac -R. Pr - Steven.- nkith PE T Fly2, 11 kit M am 7rh= ow.8`2020 d -- 020 9222.. 12n S/2020 .... roved Aperoved Flooring t417l 62A�a4d PE-50196 (tt54)772:fi224 MetalS.Campamy (TAMCgj, i8131248-3498 PE71021 r717)317=8454 Brtbcstegmy: Uriperlaymonts kam saes@temko:xgrn Category: Rooting omehin, t. mY@g. osig:cdrn Compliance. Metifotl: EvaWatialReport torn a ISuloCateeory: RooArl9. assones that are Flied. Raglstarad Archliact:ora Used Riorld. Integra(Pan ofthe Roofing Bystem Compliance Method Evawetim Repot rom`a Prar-wrist Engineer Florida R.0stsred,Arrhttect ore U-sed Florida __ P1drf25#6.Na:pidduets _ - - - - - - PfdasalanBl -ear Engineer nualiLV Assurance Adds d dTorUae. I(anrovad -r.., fa Use ad iIErL Operas s fL/dt159{tg:il"vase ,,::- ,., : ' is ^;.,_ -1. ^ '- :. ,� ,. ,L: a.. - - Product Model: Niimberar dame-. 3tH:A P ic'tream Date:: Pradud.Descriunea Conh Ep 1u11Y>J3'- _till -F[023.. outside HVHZ- s':: J;esi tent Essa9m ., , .. .. ,. .•. .. ,. 4uaIIrM.Assurands� .. AUW ovetlfor _ Use: Approvalr.Uss.. 4L-. ltll8&aE ^ e_... !.. 1' TAMKO Roof Underl ants HVH2} aN'n { Rcofundeda:"-ent9fauho lnFBC HVH2 0829 Yea ..Yin M o.. 'N1A WA �naL' Product Medal. NUMbar m:Nama: .-.< Prdtluot Oaacriplidn Cahtrad Exolr.Hpn-Date -..-.-,- 'In HVHz. ,.... 2' � a Resistant P" -marts ID, jurisdidtlon$ 1' TAIVICO Flec Tqp O#-Ridge Vent ixlth9aige for' TOO 269A; statin'roofveMfiat with bafdo OSM12M Yes Ye MIA MIA 2. YAMKO Rod UndenayineMSSNON-HVHZ) Rodundede"4ri is uhelh FBCnm4fAa OSMS 033: No Yes: NIA NlA 2. TAMOO.r3gosenedkVant 2(i 0309/2026: No Yes MIA +Of-52.5 Junscict�ls. 3 TAMI Off Ridge Rod Vent with Bate 26.I state roolvrnlWtor with integrated beffe 0910112026 Yee Yes NIA WA 4' TAMCO Round Top Of-Rldgis Vent with -Bark fg Tile 2e-Ga- sladcroofventibtor with baffle 0910sam Yes Yes NIA 'WA Flodda Department.I Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fels of I 11(1202f:' Florida Department of Business & Professional Regulation Building Codes and Standards Product ApprovalApplicationDetail Pagel cod In ii Cod¢. t o 2Sig 00 Dgs Re tlB.111 p' rig ... Groh - Aa1I0L C. NOVEMENINNIAM ,Mq .9kiq Data Pilli gal@ _ TY�':. Version NanuucWres .. E4laagt' t;09i neer&rL roil 40daledBy V FBC Aoamval.. aBdaetl. 1�.. 1va Manufacture SYg€ Y i,' �L4. Bl$ Bnal-Ri Lloanse Validated �t3d^ s Validated IN $ :PBC Anpmrai' d 8@@SgYtZ sAtgi9§. RewsiRn 2020 "i. Laments M Jell James L. 6uddlen P.E. Steven M. Undh PE Ka nor mtea eY - 1 312020- 11 3/2020 1f i 2 2 292020 .. din FI3C' g AbW R.vislo 20 awal Roo6n n ZQ g Anderson Rehm Uniform Ewivatbn G W: W Is b4PM0. a er mY i1.B32020 tiA2F2020 11/05J2020 AGpr9'+sd Caf llg.l, Robing (5D1)983-6163 PE-31242. (7171317-6454 - - - - CIA.": Roafli - (BDi)380-1 Servlas'LLC, (205).954-0160 SueCaa9otY: Real Aecessrxlesthet aeon welley4Mloinenco.con. subcategory' Rootng;T This RchlrtAndOrsonatlq^al.00 Integral Part oFlhe Roolingsyearn IaneeM a E elusion a C4mP grin I lath tl v R it m In Prance Meth d: Evaluation d:from2 Compliance o P a Eslue odu i lion Parity Flo*R lstered ArchlfecKora-LicensedFlorida s9 P ass mil Engineer rcr r d dude :`.Y r i -: 2t't,_.. 1i .r- . �._:., s , ai {.::,'� a ,. ... ,. , .... ,. ."....,. .. ,., ,.._ ,�.. ..� - . ,„ ,,, _, ,.. _,. ...,,-., . .hnoad „< ,r: , :r7-=kB:Wufttsts -;: -. _.:r -, ,;,: - .. .,::.,. -., r,. _ ,„.. _ ,,.. �, ,-:. ,,. .,: ., . .e .. ,�_ , _, s, - , .,..> .. :, -. `.: .,.,.., ,. :A)IW Aseuraeae ApurovM for Use. Aoproysdfar,..;lOuto- ,, :. >. ..: Prpdui! Matra tl�,rsber:a Noma odud D.aerionon Contract Emiralon Da.: Outside HVNZ RpsidmN pPraP s�sura Quality AssufaSca Approwtlfor Use Anurovedfar Use kndia4j � 13 Saxon -9iaNe Slate: Caul Slate Old En uh Fla Pr le-IMmnx. C4 12020 Y try Spit gi Qfl .. 12rd Pro -as- Y - NlA NIA -# Prciduct Male el-b Nahre Product Destrt tw Cslyd= Exdrdmn Date In Hill gillisid. NVML' lielislisi Fulacurq Thatch &i /rnPBEt ... . 1. Deck-tirM: DA-4 aTRll Deak-Wr: DA-4 Low Poach, PolyproPYbna Peek, Roof Vent IV10 o25 No Y. M. .V,5147.5 17:. Sabi 600 State. Shake Amp: Spilt Shake Flat Pri Stookton. CA 12/3112!)20 No. Yes. N/A NIA MsdhsnldalyAkaShedW Plyidoad Deed:. it, Saknn G60-Sfnte Shdlre Bain Sol shot. Y. p•60i Flat profile i2131 028 No Yea 'NIA -A W, 18 S.xony AbO- She ke, Slats &amp: Spllt$haAs- Fled.Proflb-Skpakkon, CA 12131/2020 N. Yes MIA WA 20 3eaorYy7�00- Shake, Net. damp; Solt Shake 27 Tales rspsnal Scroll 28 'Alta FletPdlle Ri.k.,CA 12/312020 Hal, Prelb- Katy, TX 12I311P020 Lowe-YoNe-Katy. TX 1=12020- No No I Yes Yes Yee MIA NA, NIA WA MIA -PUA Florida Dspa"nit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget df2 litY202i Code , .. J2rdR prig Date Pengrm PAR Typ_@ vorvoli:' Manufacturer Cant g3E 2rrakuer a License'. Validated av Validated Subrollt_od FBC Approval Approved status. Revision 2Q20 GAF Micii stkh Notent Morrinen Jdn W Kneeevroh, PE 04*2020 DBiRV2020 10Ai2/2020 121512020 Approved .. Calloway; Rnole ; 800) 706-C4 1 PE-59166 054772-a224 .. ...... _ BuhCetegary^ Aephab'Shfnglas: msbohlillg om. Cersti nea.Method: Evaluation Rapifli Florida RegslaredAmhhactor a Licensed fill --. --. Professional Engineer Fiif7Rz as a `rrdd 8a' coalWA sUnem Aoirovdd for use: Approvedfor Use I$8$Si Geis §ne:A ,p,Loduct Modd. Numbaor: Name Rddudt Deatrinddrt: �ontrael Fxdrallon Data Oufslda•HVFiE to-tLi71b _ Resistant p+e.a,;re. 1 GAF Mohan Rod Shingles Floors sa lint fired 3i-leh, aminalztl. 5.tanand lV15t1022 N. Yes MfA VA ¢Ipaldge esphah shingles: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papet art i,s+2aei o� gg' 09b or. 21:1 Jos Date'Pendina alga 1-jr - V... I-: Manufaeturar Canted SnulnearA Ill validated By Validated Slbminad PBC Approval Approved atatua. Revision 2020 Floltle Metal- WIn., .- Products :Clark Jonas James L. Backar:E Steven .Urf¢h.. PE . P,.�, M -9272020 92 o 020 ribd c . 0 Sr2020 1 gAl2 iYt 2 20 Approved . Calegory: Roofing l%iti783-8400 CBUCK Engineering 1717)317-6454 Subcete9aryv Roofing Acoeaegl'ies that ane,eq dark@flamcd:com PE-31242 mogrel Pan Cfthe. Roosngayffiem Compliance hill EYduaticn Report f .own a FIcdda RegtareredArehitedora Ucansed €odd. Prdess]...l Engineer Eta ' s1=p#hud`udtt :. _ , :&laltlu Assranco. Approval for Use' proedfor Use -' A P y tnoact postal t NWnbar pr'NBmo Al :.Eca99s-.dtl9dgt CfDascr(ppWl Ce l a d" Produ Mrad Exn r old ode. Dutatla HVMZ @1 Sgrls,eiii ;. Era 3.-3-fLAMCO &gaoLRV1Q'RMge llant&egPgf: .. Alm!3d.02,Ridgesvent%1ar'.pdohetlrdq i6bHrAte"tl d213i1202'4 'PYo' Yes No 'Nisi from 0.025 Adummgni - - Fla Oda Department of Business & Professional RegulatloIT Building Codes and Standards Product Approval Application Detail' P.pe"I a 1 i1 izb2z ode... _...... _.. ... .,Entriv u.... _ Date Date... Data Pandirl Date Tape Vail frionlidilrer Contact Engineer& License Validated ria Validated lisp mttied; FBC:Aouroval Aaoroved .Status Revision =. Global Protection Produebill 'LLC. TlMRobinsoneninson Tilt Jr. E John W. Kr zevIcf[. PE 09/0812030 t791082020. 1070112020. 42/15'2020. Approved Category`:Shutters (954) 689-7545 PE-44187 (054) 772-8224 SubCatagon: Storm Panels tim.robrnacn@gppant:com Compliance Compliance Method, Evaluation Report from:A Fie )Spied Atchtad r Li s i n& F oa pan dFod �i g e a Professional F-ngfneer P LNpfdikYs.iisla'ue; - - f - flualitY Assu ranee Approved for Use A moved for Use ,.fit - S # Pratludt Model Number or Maine afa Prod Description Contract Expiration Gate rn HVF¢ - outside tle HVHZ a t pressure Rein Pressure 1 20 Gage Galvanized Steel Storm PanelslHVi-IZ Oorm"d Galvanized -Steel Storm Panels retained - 12I3112022 Yes Yes Yes NIA or notbytracketo provide hurricane protection.. ,. 2 24 GalGalvanized SteetSlorm PanelsiNIHVHZ Corrupabod Galvanized Steel Storm. Panels retained 121311202.2 No Yes Yes I or not by tracks to provloe hurricane protection. Florida Department of Business & Professional Regulation P.D. rat Florida Department of Business & Professional Regulation i lOf ' Building Codas and Standards 1012021 :. ,:. Building Cadas at d.Standard tn12bz1 Product Approval. Application Detail Product Approval Application Detain 2%0 EntiiV or: Call Date Peradfna Jam. Code ErrNN w-' J ,Dog Do"Pendina. ,�tQ C� Ill or a Date Date Peadlrm krak " T�-S version I n Manufa¢turar .. .._: Validated a Valtl etl SobmttEttl FBCA vat: Contact Englnaer &License al d tact 84 I al gam A roved. by S "r t�Nu _. a T„ypg Y�pn Manaindutar: .. .... �ydt96t Enolneer &.Lldahae Velidaed' jiag�4t}lj, $9gip1<tMl, - FBC Apomval. �� @gpDL4' 4p '1�4D i. raanuraatuiY 1,)(gg yera on wr&Ciceiase Validated:" i e" &g-g� Erkansv Va is tin. 'a". -7oyat Suhmue d FBC eon Anorov.a status: Revision 2020 AIIAmencan:5huttersandGlass Tr 1 20 1:..u12020 t1 2020 Miket3arblerl FrankLEennardo,P.E gy8isfmp,P.E. Df28f20 4I4. 1051 t2"512020 roved Approved Revision -21Y20 Aipl �.ua an ai P StuartSfucols ICC Ebel d Service, LLC Uvaban M Rental. err, E i 0i 0 Of3112 20 D221202 t0 i t 52020 1A/05!1020 App roved a cl LL-n par e. ReNeron 2o2g C mnor..ei or�tePrad (:In .a a el A. a n - 1 5 02 Rdxn ill :Same A reo berg John yr (z. a 1 di- F C z1rBr2g2o 12/29f2aZ(1 nor, s eggs cat'"", Shutters (5(31)112-988Z PE•0046549 (954) 247.0i Cstilli structural Canp.ri (321) 710-3377 (40r1661.1917 Category:-aa'uaturstconpoli (813)'069-3707 PE-34245 (352) 588.5311 - . Subcategory: Storm Panels mikeb@allamericanahude Su�efil l - Plde. mewk@ Iplr anvr.mm SubcaegoM PmAlas Introduced as aResuff of preceslgetwQyshco.com' Compliance Method; Eilekatan Repot from a. raven, - Cempll-,ion hc,d. Eveluetion Report horn a New Tachrwlogy' . Florida Registered AmhltectoraLicensed Fkirida Eva ttPf Product i egos En ComplianceMNhod: EveluarlSn Rer,od frgfn: a Pakesslorwl Engineer 9 'PL$°ks4,9xt`f``prtkPbdts - f -€ ?. ,,, r X 'k ,: , Flood Re IsteredArphlted ore LicensedFf acts 9 Profassi sal Fs n 9g �.ipaal #' pp 5' Y - r� s ^, a 7 1 ,., ., z , <, r..,. ." s ,. t, a . , .. ,. .. , pal 'O W Asswarwe AnprpvedTdr Use d vadlurU A nip i as Ion nag 0 s t rl `a , 'F .: " td=P(f3ltrad'faf ':i: 9 r .:. ': ,' "` ,` flya11N A,•gsumnge:. AaojQvetl Tor Use Approved tor:Use j(Dg+t: 1tgIl R oduatMolel. Number or Nam rotlua DAserintlon Conrad o " bn0 P raLt Ex sat nt. s. 1L1;dVl o IdoHVi¢. Yir, H4411i![iWS Prey 2 4 - -1 .., ,�,..", ,. , ,._..; ._, 'e ;.'. ,• ", - .. E.. : _ .,. .,.,. , :'. '`' _4 Product Model, Numberwf4ame. S�Sa _ :ti E CI EX01 On Date In HYFIZ OatsIdO HYttZ. Product Description Contract tali elatont- t� PfaaSufaA 1 mAr BCC/ IrreH .Shen H& -5 I ) amp Alp Ild,er lain ) .. - Metal Gonna a to 4 d Pia 12I31203 Y es YesD:b90 NIA NIAm,oaa Coal n ' rrnco ApprWad far. Use Apamyedfw Use . 1 -24ga Galvanized Steel Storm Panels 24ge Galvanized Srael Storm Peseta 12r31P2022 Vas Yes Yes. N/A 2-, 11W BCG1AiNne HRtge.lXete Metal Comepta Plana 12r312024 Yee Yes MIA MIA $esP Praarcl Moea: Nlmmerw'uaree prodtct Desenotlon Contract Emlretion Date. In HVIiL Outside HVHZ Resistant pressure 3. ITW8CGiAtp7rre TNla Metal ConnertcrPlete 12/312024 Yes Yea N/A NIA 1-Duality Pretest or Commerdal Concrete Products Precast and P-hereadCancrete Untels 05123.2024 No Yoe NIA MIA 4' ITWDCZ31Nphl Wave. MletalcornectPr.Pkte- 12(31/7024 Yes.: Yes NIA NIA:-:. Florida Department of Business& Pr(rlessiQrral Regulation Paget rn7 Building Code and Standar�]s 1n5rzG2z'. Product Approval Application Detail Florida Department of Business &Professional Regulation Building Codes and Professional Standards1g Product Approval Application Detail Pagan d 2 i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagan oft 6114 21 Florida Department of Business & Professional I Regulation Building Codesamd.Slandards Product Approval. Application Detail. FA9.102 926= Catla or Oae Penpliw ' )idst gffi& , 'ILL 1idi4 ,wit Fate pending ,ppS Engh nr, :Qaa4 Date Code nd .per, -sea Ti' version Mishure"ciu C4l:. Conrad. Enaklesed Licenx- Validated ev Validated Sribmfilad PBC Aocmvet Approve! Apo- �(q�i g-. jy�Version �tnutacturer $ynllir CbalneerS Uaense Velyda"ted:Bv yglWltflQ BygrNFffi FBCAmrmwl ore §rp�g Typg VgOjgrJ _ 'Co�tgr,8 Endnaer&:Ucroso- Validated By Sn Validated 4, ifte+i FBC Aornovel Aoaowed:. ems, FWAsian 2020 MITeklna Erin Weld" ICC Evaluation Gervil LLC ICC Evaluation service,. 0S)i IRD21 OGn02021 oan2R021 Approved Ro ion 2020 We I!Pieaser Rtb Beldyrin ICC Ev Il s wi 6z 11 a LLC ran Lehrer, PE. _02p2/2029 Iott3/3020 02/03=21 i'�.rovi d. Af imidbn 2020 Alpha Aluminum InE: Jose Sloe Lull-R. Lomas. eleven M. Urkh: PE 11r182020 i llIst-- o: 11/202620 Approved GMegaM 6Gvdprol Cmponerst. .. r952)898-a635' LLC. Carsgory: Stracturel Ocnponarks • 25 9 76 608 B39-3268' - - ( 3) 24b4 i.. 1 - Category, PanCI Welfa ". t . 140>1509¢006 PE•62814 t77T}31 89G4 autiOaugOy:Truss Plates: ewelden@mir.own 0051 5bbAaoi auhCoteaary- Enginal Lumber Rdaeit BaldwIrP_.eyerha aubcstagory: SoMts a IPheeinminaM1ro0_ aha CpmpltaneEMemo, BValuatfpn Report goon a:' .. pn+1r C-Pliarrce Method: EreluetlonRe f qma .I.K.-om Campllara¢eMsMod;:EvaWWm Rapodhams .seam. Product Evilu blon Entay Product Evaluation Entity Fldlde RegisisredArchnectara Licensed Fidlaa .w .z-,. . ,.:. .., :: ,: ,�... -. .5. , +. ', . - .. ... -.:� :;, :: :.. .':. w , . -- , a. fiR9ttitiaacPs - - .... , , , .::. ,., .. _,x .,_ ,::[ .. , - �»,,: ... dtlt3_91. -a , Prde%ionel FJr - ._ .. ,_.. ... . ... .. ..... _. .,, _. .. 1. Quality Assuanca A®ray.d TwfJsv Apprpvad for Usa Deafen �`jlkS.Prad(dta'-' 'I -. -� SoaR ,{�tgad({g2_Model. Number or Noma OUaW Aa5168nCe Redact DesttlMlon contract ttxdratl(sTdae Aoaoved Ta Use Approved t(vUUlias... io Use Outslds-t1t44L a a Pressure: e '§-9:� PI'odug.Motlel. NwNttr or Name: Roduct Caserlerion CettiraN`ENOIrarlonDaae. :Outside tNHZ' Itnoat _ - - -_ _ ss. are QvdHfV,A-_Ji. 2 _ Approved for Use .Approved for Us, -impact P s�S 1 ''' b118AH5 1899. alnh strength louse Gaineda Plate i2B12022. Yes- Ye; NIA N/A 1' marolam LVL Lemmead Veneer Wmtier 031312023�: No Yes N/A' NIA ' §p9.�' Product Model: Humber. a. Name - Product aeseration S�rrI Exgrill taste In MVNE-- DWsIdeHVHb r RaslgtaM, Pr, 2 M16BH6 suss)' rfUssaonnactor:plate. 12131202Z YeB. Yes NIA ':MIA 2 P,aralam Pill. Pere9el Shimdiumoar 00131/2023: No: Yes ,, , N,/A N!A 1� alAlum .V¢Pted AWm(num 9,otII Al ha RWm@Un1.3ofrd&am 'Vented fduminuia: O7(N12023 p D No 'Yes No MIA '. 3.. MII 1® Iftl 6la, iti ga isles xnneatorpiate. 12131F2022i' onnoctor pla Yes Yes MIA N/A 3' Tnmher,Slrend LSL - + Laminated Busnd Lumbar 031a12023: NP' YAs: .'. NIA NIA .A coo ddid:Bs CMU Bamp;Wood ... - '- � sotgv ChlU &amp;lNopd ... " 4 MT18HS 18 ga.highstrength Muss carrisdor. plate. 1213IJ2022: Yes Yes MIA NIA 4' TJ Won Board Compagito LUmtser'br Drlented:S(rend 031312SM3i bra: Vas hl/A PII. - 5' MT20KS: 20 I high strength -:truss connederplals 12/312022 Yea Yes. .NIA WA 5 Weyerhaeuser Rrrl Board polled Win lBbectl We'd Oriented Brand t3oetd RNmeaertl 03/312023: 'No- Yea. N/A TWA a. TLIS. Mila 18 go. tmss.oatnaclapiates i213172022 Yes Yes NIA NIA 7 TII MT20. 20 giLtusecgmealorpiatel 12t31t2022 Yes: Yes NIA- 'WA " May 27, 2022 -,,_.. N 0) � _ CB 0 N - U L U �. O r� M-0 }e 0 W ^O ICJ. n "� }, U -0 0 O 70 -0 © ta^� L L O co = O M -N 4 - Z W J C� C2 7A.-I 0) *,m Ci S► W 01 I I 0 CL = Cc LJ = � -0 On y-. -i = Li I N M CD s-. 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Ud tl i2/3612620: P ate. .. - Simpson Strong .Tie 2Ki2U ABC Approved Products Fordke6t Inks to' ail SSTapprovals Isted below,.CLICK-HERE., Updated `1: 736l162 A .2 - � Simpson Strong Tie 2420 F'BC Approved Products(1� For direct Inks. to all SSTapprovals Wed belovd, CLICK HERE.: Updated 12i36J2620 Q O r+ i f'1 ,. -F radtlttonal lnrrnnatlon regarding �at®w6e Product Approval fainand Mm-Da.daCntYN...ioeofAee tan.c.atNO :CLCK HHR Fa�a4dllonel kformationreard... Floada sb`dtawlde Prdtluct.AAProv.e.rto :end MaiDad -.0UntY N f o.e _ (N©A).. CLC H. sSt6le ide:Pra]uctProv8Ystamand. lDade:G t For-aU &larat frfiX atlatt a..r..d.,. ._. Ntfaa-oPAcCPte➢ca(N£A)..CLKE. .... - . FoaddlCiOnal Infdrmaonrog.a.r..ln Flor.da9$tdtew.id.ePrad ctAAPre_V.a.l.S tame d.M mDada"Coun.tYNat,o.il ofAd ePtone ;tNAy.gFIofI _ FL#2363-R7 FL#10446-R6 FLO04VR5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5W to 3- , Oil 6and heights ranging from 4atfr, to 11' Concealed flange Sec # Product Model. Number or Name Product Description Sec # Product Model, NumbRr or Name Product Nscription Ssa # Product Wde�lel_Numbar or Name Product Descril3tiun version (HUSC) available for model; having vAdth squalio or O O •tin 1 Titan Stainless SteelGoncrete&Masonry Screwy (TTNSS) 1/4" diameter stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ` BT, BTB; BTH BrickTies greaterthan3-9116", - 5,... 0 0 2 APA2I,APA4,APA6,APVA2I,APVA4 APVA6 Outdoor Accents Angles 2 CMSTT2,CMST14,`CMSTCIB Coiled Straps 12 IUS series hangers Face -mount hangers: available in widths ranging from l-718"to3- Q- = _0 3 AP844 AP844ft APVB66, APBi35R, APB88 APB8SR, APB1010, APS'1010R APV844, Outdoor Accents Post Bases 3 C514, CS16, CS18, C520, CS22 Coiled Straps 5f8" and heights ranging from 9.11,V o 16'. 0 L _ FL#9569-Rfi APVB44R, APVSW. APVBQMR, APV888, APVB88R, APVB1010, APVB101OR 4 CSHPiS, CSHP20 Coiled Straps: 13 LGU3 25SDS, LGU3,63-SDS; 1_61J 25+SDS Face -mount hangers (a is 16+- (Q 4 APDJT2?4, APDJT2R-4 APLUT2 6, APDJTQR-6, APVDJT2-4, APVDJT2R-4, APVDJT2' r, Outdoor Accents Deck Joist Ties 5 CTS218' Gompressionfrenslon Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers co 0 > # s%S,hangers Product Model. NumberprName ProduM Desertptinn APVDJT2R-6 6 DSP, SSP, TSP Stud, to Plate 15 LUC26Z, LUC210Z Face -mount .� O 1 8010112DR6 Qutdoor,Accents Connector Screw 5 APHH46, APHH46Ti, APHH610, APHH610R Qutdoor Accents Heavy Hanger 7: H1, H10A H2.5A, H3, H6, H7Z; H16 H16S H16-2; H16.28 HarnaaneTies 16 LUSsenes hangers - ,, _ Faee-mount Rangers available in +MdEhs ranging from 1 9ti6 to 4 0 L 0 +� 0 Q 2 SD9112, SD92T2,.SD10112, ST710212 Strong -Dove SD Connector Screen 6 APL4 APLB, APT4; APT6, APVL4, APVL6; APVT4; APV78 Outdoor Aacerits Land TBeam-to�G"olunvr Ties $ HGT 2,,HGT-3, HGT-4 Heavy Girder Tiedowri St$ and Heights ranging from 3" to 1015116", . � (j� 0 3 SD9112SS, SD9212SS S7ong-DrivaSD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH2efR, APLH210, APLH21"OR OutdoorAccetrts Light Hangers 9' HS24 Hurricane? e 17 MGU363-SDS, MGU5.25-SDS, MGU5:50-SDS, MGU5,62-SDS; MGU7.00-SDS Face -mount hangers � � ' ^ d r `-: SDGF22434, .SDGF22a12. St)CF22614, SDCF227OO, SDCF22858, SQCF221014, .Strong Drina SC7CP Timber CF Screw 8 BVLZ tic Wheat d r o "` eakor Wick Ve ee Le ge C nn 10' H S SDS1 5 WS 2 2 SQS " HSS S SSA. DS3. S 2 . _. , . S 3, _ 2 3- DS3 H _ S v d hoe Heavy Stu S 18 IU earl hangers M es ge Face -mount hangers evadable i width" ranging from 19l1 a- ang n s . g rig N � -Q . _ V J Q SDCF2217 34, SDCF221334, SDCF271958; SDCF272358, 9 C8T2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3 HST5, HST6 Straight Straps 118' and heights ranging from 13-15116' ro 19-112", 5 SDCP22434, SDCP22512, SDCP22S14. SDGP22700, SDCP22858; SDCP22912, Siong-Drive SDCP Tittbsr-CP Screw 10 CJT3Z, CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS1e, HTS20, HTS24; HTS28„HTS30, HTS30C Heavy Twat Strap 19 MUS2&;,.MUS28 Far,e-mounthangere SDCP221140SDCP221134,SDGP271400 11 DJT14 Deck Joist Tie 13 HTSQ1SKTZ-HTSQ2OKTZ. HeavyTvwstStrap 20 SUR:SULSURC;SULCseries hangers Skewed face -mount hangers -available inwidths ,ranging from 1- .6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 S'trornq•DriveSDHR Combo-HeadScrew 12 DS Drywall Stop 14 LFiA Light Floor Tie Anchor 9118' to 3410' and heights ranging from 3-1116"1n 1334', 7 SDS?5112,SDS45'134,SD525300xS0S252i2,SDS258D0,BD$2b312,SDS25412. Strong-0nve_SDSHeavy.Duty Connector Screw 13 FC4,FC1; FremingGlips 1a. LS.TApLSTA12.L5TA15,4&TA18,LSTA2Y.,LSTA24,;LSTA3D,LSTJi38 a^h`arghtStraps Concealed flange version SURC, SULCj available farad double t SDS25500, SDS2560D, 81)825800 14 FWANZ Foundation Wail Angles 16 LST149, LSTI73 Straight Straps 2X and 4Jf models; oh ly acute flangeis concealed. 8 SOS25112SS, SDS25200SS; SDS25212SS, SDS25300.SS; SD.S25312SS -Strong- Drive 5DS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles: 17 LTB20, LTB40 Bridging, 21 U series- hangers: Face mount hangers available in widths ranging#rom 1-9116"to 9 SDWF2716 SDWF2720, SDWF2724 SDWF2726, SDWF2730 Strong-DnvsSQWF Floor-to-FloorScrew 16 H2R, 1­12aT, H8; H1bR•2, HI OS, H14 HGR10 Hurricane Ties 18 L7812 LTS16, LTS1'8, LT520 LightTwlstSfrap 6" and heights ranging g 9 from 2.5/8' to'11.114". 17 HCJTZ Heavy Concealed Joist Tie 1S MGT Medium Girderliedown 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FLii10007-RB;: 19 KBS1Z Knee -Brace Stabliizer 21 M8TA9, MSTA42, MSTAI.6 MSTA18, MSTA21, M8'TA24, MSTA30 MSTA36, MSTA49 Straight Straps FL#10667-R6 20 1.30, L50, L70, L®0 Angles 22 MSTC2$, MSTC9Qr MSTC52; MSTC66, MSTC78 Straight Straps Sea # Product Model. Number orName Product Desaribtfan 21 LCE4 Post Cap 25 MSTC4893, MSTC6883. Pre-Bant Straps See !C Product Model. Number or'Name Product De Ali tan 1 ATR318, ATR11Z ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST12e, MST136, MSTt48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1-9/16" to 7- 2 ATUD5, ATUDB-2, ATUog, ATU09-Z ATUD93, ATUDI4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Star Stringer Connector 25 MTS12; MTS16, MTS18, MTS20, MT524C; MTS30 MTS3QC Medium Twist Strap 118" and heights ranging from 7-118"to 30". 3 8P3182, BP112, BP'It2v', BP..51&2, BP518�;:BP319, BP314 3, t3PRTUD3.4 Bearing Plates. 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28IRZ, L5SJ210LZ: LSSJ21(RZ Field Adjustable Jack Hanger 26 NCA2x1th-12, NCA2sc12 92, NCA2x$16, NCA2x10 T6'NCA2x121:6 Btfr9gmg 2 DGBF series hangers flan a ltian ere ailable i widths ranging from 3 0 7 Top 9 g .a vn th g g 4 CNW318. CNW1/2, CNW518, GNW314, CNW518-112, CNWV4-518 Coupler Nuts 25 LSSR1:81, LSSR2.1, LS8R2.37, LSSR2.58; LSSR2i0-2 LSSR410 Field Adjustable Slopeabfe/Skewabie Hanger 27 RCWBI2, RCWS14 Wall Bracing 118" and heights ranging from 1 114" to24". 5 CTUD55, CTUD65; CTUD66, CTUD75. CTU076, CTUD77, CTUDS7, CTUD88, CTUD97; Coupling Take -Up Device. 26 LTP4, LTP5 Tie Plates 28 RPSI $, RPS22, RPS28 Repair Plata Strap 3 DGF series hangers Tap flange hangers available in widths ranging from I -112" to, 3- CTUD98,.CTUD99 27 ML23Z, ML24Z, ML287, ML28Z, ML21OZ Angles; 29 RSP4 Stud to Plate Connector 5I8' and heights ranging from 7AX'tc 24" 6 N3, N4, N5,NO Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SPi, SP2, SP41 SP6, SP8 Stud Plat Tie 4 DGHF-series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD;3, RTUD3B, RTUD4, RTUD4B RTUD5: RTUD6, }RTUD7, RTUD8. Ratcheting TalIp Device 29 MMHC, Hinged Roof Connector 31 SPH4, SPH6, SPH$. Heavy Stud. Plate Tie 5/8 and heights ranging from 9-1/4" to 24*. 8; TUD9, TUD10 ... Take -Up Device 30 MMLU26, MMLU28<2, MMLV28, MMLU28.2, MMLU210, MMLUI211, MNiLUl39, MMLV1311 Face -Mount Hangers; $2 r SS1.5, SS2.5, SS3, SS4.a Stud Shoe 5 r BG3, E67, EG9 series hangers . , .. r.z „ Top flange hangers available m wMdtflS ranging from a 114 to 8- 9 TUW35 Take -Up Washer 31 RBC, RBCP Roof Boundary, Clips 33 ST9, ST1,2, ST18:, ST22, ST292,ST2122, ST2115 ST2215, ST6215, 3T8224, 5T6236 Straight Straps. 7/8 and heights ranging from 11 'to 32-1/2", 10. URS3 318" Uplift Rod Run Tiadown System 32 R5T-3 Roof Tie -Down 34 T620 T627, TB310,:TB34 TB42, TB48 TB54, T1356, T1360 Tension Bridging 8< EG4 series hangers Top flange hangers available in Wdtho ranging from 3-518"to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC227; RTC42,.RTC2Z, RTC44 Rigid Tie Connectors 35 TWBiO,.TW812, TWB14 Wall Bradng IN" and heights ranging from 11-114" to 37'. 12 URS5 518" Uplift Rod RunTiedawn System 34 ETC, STCT, DTC, HTC4 TrussChps 36 VGT VGTR, VGTL Variable Pitch GWar Tiedown 7 GLS series hangers SAddIs hangers available in widths ranging from 3-114"to 6-718" 10 URS6, 314" Uplift Rod Run Tledown SysteXn 35 TJO37, TJC57 T ussJack Clips 37 WB108, WB708C, WS126, WB126G, WB143C Wall Bracing and heights ranging from 8-112" to 28"- 36 Z2 Z4, Z44 Panel Stiffen at Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8"and heights ranging from 11'to 32". FL#10441-R6 FL#10531-RtT 9 HB series hangers Top flange hangars available in widths ranging from 1-9/16" to 7- FLiP10447-R5 112" and heights ranging from 8" to 39, ea # Product Model, Number Or Name Product Desohl0tion ea # Product Model: Number or Name Produot Dosorlbffon 10 HGLS=series hangers Saddle hangers available in widths ranging from 5-114'to 8-716' 1 OTT2 Hold-down Sou # Product Model, Number or Name Product Description I CBH2,37x5.5, C8H2.37x7.63, C131­12374I75 Concealed hangers and heights ranging fiam 10 T12''to 28'. 2 HDC10/4, HDCIU22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU DHU, DH UTF series hangers Feloe-mount (i]U DHU) and top flange (DHUTF) Bangers 11 HGLT series hangers Top flange hangers available in vsdths ranging from 3-114" to,8- 3' HDQ8; HH0011. HHD014 Hold-down 2 DSC2R�SDS3, DS02L-SOS3, DSCSR SDS3 DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9/10" and heights 716" and heights ranging from 7-112"to32'. A HDU2; HDU4, HDUS;. HDUB, HDU 11, HDU14 Hold -Hold-down 3- GBC: Gable Brace Oonnddlnr rangingfrom9-1/Vto23-15116"- 12 HGLTVserieshan .leis Top flange hangers available. in widths ranging from 3-114"to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81; HCP2, HCP4 Hip Corner Plate $: HG1.13.63-SDS 14GU5 25SOS; HG,U5,5OSDS, HGU5.62-SDS, HGU7,00-SDS, HG.U7.25- Face -mount hangers 118' and heights ranging from 14"to 33": $ LSTHDa;.. LSTHD8RJ. Stra"ityid hold-down 5 HHR02-2 HHRC42: HHRC42 2, HHRC411,81, HHRC44 HHRC5.251325, HHRC5.3713.1Z Heavy Hip to Ridge Connectors SDS, HGU900-SDS 13 HIT series hangers Top flange hangers available in Wdths tonging from 2-5tl6"to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUSsenes hangers Face -mount hangars available in widths rarigingfrom 1.51V'to 7- 9118' and heights ranging from 18" Ito26'. 8: MPAI32, MPAI44 Strap -Style purlin anchor ;6; 1-11301 81, HRC22. ,Hip Ridge Conrlegtor 310' and heights ranging from 5 116." to 12.718", 14 HUSTF Series hangers Top flange jelst hangers available in widths ranging from 3-118"to 9 PA18 PA23, PA28; PA35, PA51, PASS Strap style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU525-SDS, HHGU5:50-SIDS, HHGU5i62-SDS; HHGU7:Q0-SDS, HHGU7.25SDS, Face -mount hangers 3-9116"and heights ranging from5-SZ'tc 13-115". 10 PAI S, PAI23. PA12a, PA135. :Strap -style purlin anchor t3 LSU26, LSSU28, L'4,SU210 LightSlopeable/Skewable:U Hanger HHGU9;:p0SDS 15 HUTF HUCTF series hangers. Top flange nangers.available in widths ranging from 1 *116"to 5- 11 ST Q 0 STHD1 J H 1 ,, QR . Stra is h td'•;down _. p-sty o 9 - . TBE4 T E6 , � Truss Bearing :Enhanc_er _ g B: HHUS26.2 HHUS28-2, HHUS210.2, HHUS46, HHUS48 HHUS410, HHUS5 /10, Face-mounthan ers- g 112 and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24: TC28 TC28 Truss Clip HHUS7:25/10 version (HUCTF) available for all models having-widtl-I equal to or 11 THA2% THA213, THA218, THA215-2 THA222-2, THg413, THA418, THA041$, THA422, Adjustable Truss Hanger 7 HSUR, HSUL HSURC HSULCseries hangers Skewed face -mount hangers available in widths ranging from 3= greater than2-9116", THAC422,THA426,THA422-2,THA428=2 - 118"toy.IM". and heightsranging from 4-39'to'i5-3fA"- 16 HWP series hangers Top iflange hangers available inwidthsranging from 1-9/16"to7- 12 THA11.$1122, THAi2.06M. THAl2 1 f22, THA1222, THAI322, THA13522 THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSURC) available for all 118' and heights ranging from 5 318" to 28"- 13 THAL422. THAR422 Skewed Truss Hanger double 2X and 4Xmodeis; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in Wdths ranging from 15116"to 7- 14 THJA25; L7HJA2Q; LTHMA Multiple Truss Hangers 8 HTU261 HTU28, HTU210, HTU2622, HTU28-2, HTWIC-2 Face -mount hangers 112" and heights ranging from 5.318" to 37'. C=b 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU26-W .Multiple Truss Hangers 9 HU HUCseries :hangers ; Face-mounthangers available in vddths rangingfrom 1.9/16" to 7- 16 ITS series hangers Tap flange hangers available in Wdths ranging. from 1-9/15'to 3-. o 16 TS13R2-24, Truss Spacer-Restradit 112"'and heights ranging from 2-718" to 19.114", Obncealed flange W" and heights ranging from 9.118" to:IS' _o 17 VPA2; VPA25, VPA3, VP,A35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-91119' and heights v 18 )ITCR VaileyTrussClip greater 2-9/16". 9- rangingfromi5-318'to7=1/4'. #- ►,i-1 10 HUC01,8119-8128; HUCQ181111-SIDS,HUCQ210-2-S0S HUCQ210.3-SOS, HUCQ310- Face -mount hangers g 20 gars J13A series hangers Topflangehangersavailahlefnvadtho#T-9116"and heights {� SDS; HUOQ410-SDS, HtJGQ412-SAS, HUCQ5.2519-SDS, HUCQ5 25/11-SDS, HUCQ610- ranging from J-3/16"bs 13-118", C:) h SD5,HUCQ6f2,,S0S a r : ro ' N (n .0 C= - 3 a' 2 c: as 6 t • 08:7 CS. E cz C� :.. ,... Simpson Strong -Tie 2020 FB.0 Approved Products Updated 12/30l2020 . .,., - Simpson Strong -Tie 202Q FBC Approved Products UPdated,�rsol2ozb� • • _... T • .., Simpson Strong -Tie 202U FBC Approved Products Updated P . E'�� - - , Simpson Strong -Tie 202Q FBC Approved Products: Updated izrsorzozb For direct Inks to all WT appiovels Ned belowi CLICK HERE For direct Inks to all 88T approvals isted below,. CLICK HERE. For dlreet inks to all SfiT approvals Wad belovej CLICK HERE For d1 i Inks to oil S$T approvals Wed below,; CLICK HERE . ...... additional information regarding Forida s Statewide Product APProvalSytemand Man -Dade Notice f cbeiotanca (NOA), For inferma0pn ro regarding and Wal-DadsGontY Nouce ofAbePlae (NDA) ...-... s Statewide ProekcadditionalApproval .. Fvr: additional R,.rnal intwmaoon regarding t m and Men -Dade -ofAccePtari.c.etNOAl, CLICK HE RE Foradd alpnaI Information o.r.rlagard1n!FldsStatawine:ProducAPP waI5ysiomanil Nafro-0ada County Notice Acce Ptance tNbA), CDCKHERFor 21 LB series hangers; Topflarige hangers available in v,rdth of i-V16" and heights FL#1 l468-RS 18 51LBV1.56, 51LSV1 81, 511-BV2.06; S/LBV2 37, SILSV2.56, SILBV2.6$, S1LBV3,12, Top Flange Joist Hangers 5 SET_XP Adhesive Anchorfor concrete ranging from 5 V8'to 15-138":: SILBV31i6, S1LBV3;62, OL8V4.06, SIL13V4.12, _-4LSV4.28, 51LBV4.75- SILBV5,50 6 Strong=Bolt2 (STB2, ST824SS,.S782.6SS) Strong -Bolt 2 Wedge -Anchor for concrete: available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sao # Product Model. Numbar or Name Pmdug Description 19 SILTT20, S/DTT2Z, S/HTT14, HTT4. HTT5 Hoklowne steel and Types 304 and 316 stainless steel ranging from 9-3i1B to 13-118", i HHUS210 3 HHUS2104' Joist Han9 er < 20 SIMST60, SIMST72 Straps 118 mil (10 go) _ 7 Titan HD ('THD-H, THD-HMG, THD.H4SS, THD-H65S, THD-C$, THD-CS68s) Titan HD Heavy Duty Screw Anchor concrete and masonry 23 LEGS, 1.1535, LEG7 series hangers Top fiange-hangers avallat to in widths ranging firom 3-1 /4'ta6- Z HRSB, HRS6 HRS12 S1rapTies 21 SP4, SP6 Stud Plate Ties available vv[th hex head in carbon steel and Types 304 and 316 718" and heights ranging irim 9'to 33-112": 3 HUC42162-SDS; HUCQ210-21 SDS, HUC4310SDS Joist Hanger 22 SSP, OSP, TSP Stud PiateTies stainless steel or with Countersunk head in carbon steel and 24 MEG5,, MEG7 series hangei5 Tap flange hangers available in wiidths ranging from 5-114" to 6-- 4 THG82 THGB3 THGBH2, THOaHa THGBH4- Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9' to-32.1P2'. 5 THGQ2SDS3, THGQ3-SDSd 5, THGQH2SD;S.'i, THGQH3SDS4.5, THGQH4SDS6 Joist Hanger 24 T9D22 Truss Brace Diagonal 8 Titan HD Rod Coupler (fHD37634RC, THD50934RG) Titan HO Threaded Rod Coupler for concrete 25 MIT series Hangers , - „t., Top flange hangers available m wKlths ranging from t 971Q to 5 6 THGW3 3, THGW3-4, THGWd-3, THGW4-4 Joist Han;ge[ 2 5 J 7 C37 Truss Jack Connector 9 to H a' oil Hanger D 5 D 7 5. 2' . Titan D Thra dad. R Ha ge (TH 62 158RH, TN 83 1 SRH, THD37 12RH, Titan HD TfifeadedRotl HangeYfor concrete 118"and heights ranging from9-IWto24", THD50234RH TH010212RH) 26 PF PFS, PFDB. PFDSB series hangars Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge-AII Anchor for masonry rangingfrom3€3A to7118' FL#11473-R5, FL#ir3904-R5, 2T 28 RR WP saries hangers Ridge rafter connector Top flange hangers available in widths ranging from 1-9116" tc 7- Sw # Product Model. Number or Name ProductDostairipbon Sec # Product Model, Number or Name Product Description FL#1.6230-R8 : 118" and heights ranging 9.1/4" to 37'. 1 DC-TAL20 Double Embedded Truss Anchor '1 CC4M352,SDSH#3G, CCQM4.62 SD'SHDG CCQM5.50-SDSHDG' CCTQM3 62-SDSG; Masonry Pier Caps 2 FGTR; FGTRHL, FGTRHR Girder Retrofit Anchor CCTQIM4.62SDSG, CCTQM5:50-SDSG, C=10362.90SG: CCCQM4 62-SDSG, Sec # Product Model. Number or Name Product Qoscriotion 3 H10, H15S, H16-2; H16-25 Hurricane Tie, CCCQMS 50"SDSG 1 AT-XP AT.XP High -Strength Acrylic Adhesive for concrete or masonry FL#lWSO-R3 4 HETA12; HETAI0 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3-62G•KT, ECCLQM462G-KT, ECCLQM5,50G•KT, ECGLLQMD3,62G-1CC, Masonry Fier Caps 2 ET -HP ET -HP Epoxy Adhesivefor ma ionry 5 HETALI2, HETAL15, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECCLLQMD5,SOG-KT. ECCLRQMD3.62G-KT, ECGLRQMD4.626- 3 SET-XP SET-XP High -Strength Epoxy Adhesive far masonry Sea# Product Model -Number or Name ProductD ces lJ2U n, 13 HGAMIO,HM9 Masonry retrofit connectors KT,ECCLRQMD550C1-K1' 4 Strong.Bolt2(5TB2) Strong-Boit2'Wedge Anchor for masonry 1 65A44ABA44R ASA48, ASA46R, ASA66; ABAWR Adjustable Post Base 7" HHETAI6, HHETA20, HHETA24 HHETR40 Heavy Embedded Truss Anchor 3 HGUM525, HGUM5:50, HGUM7 00, HGU M7 25 HGUMS.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44; ABU44R, k8U46, ABU46R, ABUS•a, ABUS-6; ABU65, ABU66, ABU�R, ABU88, Adjustable Post Base 8 = LGT2, LGT3 5DS2.a, LGT4 SDS3 Gird r i dovvn e Te 4 LGUM26-2 LGUM263 LG11M26.4 LGUM28- LGUM2 3 LGUM2&4 LGlJM2102 ,, 2. 8 , , Masons Bearr;Han Hangars y 9e 8 Titan HD HD -Huss THDH6SS THD•CS iT `6.3s7 TrtenHDHeav Heavy -Duty 5crewAnchorforeoncreteavailanieln304 Y y ASU88R, ABU1010, ABU1010R ABU1212, ABU1212R 9, LTA2 Lateral Truss Anchor LGUM21`0-3 LGUM2I0-4, LGUM46, LGUM48, LGUTvf410 - or 316 stainless stee with hex head, and 316 stainless steel with .,=-... 3 ABW442, 1tBW44RZ; ABW462, ABW46RZ, ABWB6Z, ABW66R2, A$W7-7 ,.. , Adjustable Post Base 1D - META12, META16, META18, META20, META24, META40 Embedded Truss Anchor Strap r a. : r, MBHA3.1219.2J, M8HA3.12111.25, MBHA3,56l7.25, MBHA3.a6/9.25, MBHA3.56111.25, MBHA3:56/11.58, MBHA3 56114. MBHA3 56fi6, MBHA3 5Q/1.8, MBHA5,50/725, MasonryTap Flange Beam Hangers 7 Then Turbo countersunk head. Then Turbo Screw Anchor 4 5 AC4, AC4R, ACE4,:AC8 AC6R, ACES' BC4, BG46, BC4R BC6, BC6R, BOO, BCS2.2/4, $C52-316 Post Cap Post Cap II 12 MSTAM24, MSTAM38, MSTCM40, MSTCM60 MT5M76, MTSM20, HTSM16, HTSM20 Tie for Maw nry Twist Shop for Masonry MBHA5.5019.25 MSHA5.50111.25 MBHAS-50111 88, MBHA5.51Y14 MBHA5:50116 (TNT) forconcrete or masonry 6 C844, C646 OW, C868, CB68. Embedded Column Base MBHA5.50/18 R+� 7 CB5Q44-SDS2 CBS046-SOS21 CBSQ86-SDS2, CBSQB$-S1)S2,'C58088-SOS2- Embedded Column Base 6 MBHU356ig.25, MBHU356/11,25, MBHU3;55111.88, MSHU3,56114f MBHU3;5611$, MBHU3,56h8, MBHU5.5019;25; M13HU&SIX11 25,.MBHU5EW1.88. MBHU550114, Masonry Beam Hangers' FL#16937-R3 �� V > :a CC, EOC ECCU Series Bolted column capswkh WT ranging:from 3.114"fo9-VZ' and:. FL*1490-R5. W2ranging from 3518'to7-112" MBHU5:50116 MSHU550118 Sea# Product Model, NumberorName : ProductDawribtloin 0 9 - CC4 SDS2.5, EGCQtSDS25 Serer' S': column wi1hW ranging from 3. 14"to9.1/ 'and Screwed ao inn cape 1 ..nil. 9 m 1 2 Sea # Product:Moilel.Numberor'Name Product 1 X34B1016.5 X751016XiB1016.4 X415T0.18,XQ1B1b16-4K K , K #16-18Stron-DriveXMetalSetFDrillin Ta kr' Screws withfK3 g 9, PP g Sr W2 ranging from 8.518" to 7.1f2" 11 DTT1Z Deck Tension Tie Drill Point CL 10 CPT44Z, CPT667, CPTS87 Concealed Post Tie Base 2: HD72,, HD119 Bolted I-Icldowns. FL#13975-R6 2 XLQ114T1224 X1_Q114Bl224.2K 012.24 Strong -Drive XL Large -Head Metal Self -Drilling Tapping 11 12 EP844 1 EF 844. EP048 EP666` EPS4Z Embedded Post Base Embedded Post Base 3 4 HD3B; HD5B, HD713, HD9E HTT4, HTTS, HTT5-3/4 Bolted Hoklowne' Tension Ties Sec # Product Model, Numbar orName Product Description 3 XMQ114S1224, XMQ114BI224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12 24 Strong -Drive? iM Medium -Head Metal Self -Drilling, O 13 LG644,LOB68 d 1 Embedded! 5 L 19 TT . L TT ,L 20B, TTI31 Li htTensionT6s ,g 1 SDW22300,SDW22338 5DW22438,,SDW2245$ 3DW22500,SDW22800 SDW22633,: ,. , ._ - _ _ 51ran DnveSDWEWPPLYand RUSSPLYSaews 9 _ _ Tapping Screwsmth#5DnIIPorntandMediumDlameierHex 14 LPC4Z; LPC6Z Light Post Cap, 8OW22634 4 XQ114SI22d XQI14BI224-2:5K. X114S1224, XQ112S1224, XQ112131224-2K #12 24 Strong -Drive XMetaf Self -Drilling, Tapping Scream with #5 Drill Point }e U 13 MP644Z, MPI386Z, MPB88Z Moment Post Base: 2 SDWC15450: SDWC16600 Strong -Drive SDWC TRUSS Screw 1Q PBd4 P644R, PB46, P866 PB66R' Embedded PaSi Base FL#13f?,y8-RS; 3± S 1.. 1 0 B SD . 9 B, 1 DWH 9300DB, SDIfliH g4 QD WH1 BODQB,5DWH19800D . 5DWH 91D00D8 on - D M *r 3tr g DnveS WH TI BER HEXScrec G: XU34510 6 XU348 0 6-5K 1 1 1 010-18 Stroh -Drive XU Metal Self -Drilling, Tapping S evvs with 9 9, pp g cr 17 FBS44A PBS48. P2865 Embedded Post Base 4 SDWH27400G. SOWH278003, SDWH278OOG SDWH27l OOOG, SDWH2712DOG Strong -Drive SDWH TIMBER H EX HDG Screw #1 DMI Point 18 PBVB,PBV10 Round Past Base Aggg `i _Pin uct Model. Number or Name Product Description S6AnchorSolts 5 6 SDWS1"6212, SDWS16300, SDW516312 SDWS1$400 SDWS19600,.SDWS19712 SDWS22400,SDWS22500;SDVJV 2512,SDWSM3130; Strong -Drive SDWS FRAMING Screw Strong-Drive-SDWSTIMSERScrew(InteriorGrade) O 19 PC44-16,PC46=181PC4816P064-16,PC66-16 EPC44-16;EPC46-16 EPC48-15, Post Cap SB518x24 SB718x24,S81x30.' EPOS" -le, EPC86-18 2 SSTB16', S8T0,20, S5TB24, $STS28, 5ST834, SST836, SST916L, 8ST620L, SSTB24L; S.STB Anchor Boks SDWS22800, SDWS22900; SDV%S221000 SOWS221100, SDWS221200; SDWS41500 FL#353 RQ 20 PO4Z..PC4RZ,F'CBZ,.PC5RZ.PCBZ,PC6RZ,EF04Z,EPC4RZ,.EPC64EPCSRZ;EPC8Z, Post Cap. 5ST528L 7` SDWS2230ODB-SbWS22400DB;SDWS,22500DB,SDWS2260(7D8SDW522800D6, Strong-DnveSDWSTIMBERScrew (Exterior Grade) EPCBRZ SDWS221COODB See # Product Model- Number or Name Product Description 21 FPB"-4Z PPB44-$T Pbst Base: 8 SDW=312DBS,,SDwS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5 DSSCB48, DSSC048 DSHS Bypass Framing Drift Strut Connector (3) 22 RPBZ Retrofit Post Base FL#13872-R4; 9i. SDW3273005S, SDWS2740085, SDWS27500SS, SOWS27600SS. SDWWWOSS, Strong -Drive SDWS TIMBER SS Screw 2: FCB43;5, FCB46,5;' FC847:5; FCB49.5 Ft 8411.5 Bypass Framing Fused -Clip Connector SDWS27900DSS SDWS2712QCISS 3 FPHSD34S1016, FPHSD3481016, FPHSD3481016-5K, FPHSD34S1214, 410-16 and #i12-14 Strong -Drive FPHSD Framing to-CFSISell- Sea # Product Model, Number or Name Product Deserrtitfon 10 SOWV13400 Sirong-DriverSDWV SOLE -TO -RIM Screw FPHS034B1214, FPHS63481214.5.K Drilling, Tapping Screws TICU FL#108N,R5< 11 CMST12, CMST14, EMSTC16, CSI4, CS16, CSi 8, CS20, C=- Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSFC4;25, LSFC6.25, SFC2.25; $FC4 25, SFC6:25 Steel Framing Connector U -2. HRS6, HRS8, HRS12, FHA6; FHA9, FHAl2, FHA18, FHA24. FHA30, MST126,-M:STI36, Straps 97 mil (12 99) 5 LSSC4.25, LSSC6.25 SSC2.25 SSC4,25. SSC6 25; MSSC2.25, MSSC4.25, MSSC6.25; Steel Stud Connectors Sea # Product Model. Number or Name Product Description MSTI48, MSTI60, MSTI72, SiMST27, S1MST37, SIMST48 MSSC4.25KW M5SC6 25KW I FJA FSA - - Foundation Anchor 3: HTS16, HTS2D, HTS24, HTS28, HTS30, HTS84C HeavyTwrstStraps FL#1:5363-R3 6. RCKW4, RCKW5,5, RCKW7.5, RCKW3S, RCKW5-5S Rigid Knee Wall Connector 2 FRFP Flat Retraf:foundation Plate 4 LSTA30; LSTA36, L$T149, LST173, MSTA9; MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43 5, SCB455, SOB47 5, 901549 5, SCS4115 MSCS45.5, MSOB47,5 Bypass Framing Slide -Clip Connector 3 GH466 H46Z GH486 GH4,8 4 0-6 GH4108GH8&6,GHbe .H68 GH6& „G $, , GH 1 ..,. , G 6, _ Girder Han er g . 5 L8TA9 LSTAI2 LSTAIS.LST IB LSTA2i LSTA24 ST292 ST2122,ST2115.5T2215, , 9 , , , , Stra s33mtl.20 o p (. g„} sea # Product Model, P Pro D Product escrin= 8 SCS32-51 SC 62-5197 SCS - 118 SCS82.51 T8 97 5 6251 1 Bypass min Connector ypa Framing nose 8, G41()-e, OH610-8 -6 LSt BH3:251- SUBH3 25, MSUSH325 Bridging Connector 1 AS 18, AS i8S5, AS I8S6 1S go, Truss Pates 9 SOW3.25, SCW5:5 Head -of -Wall Sl de Clip Connector 4 GL 35A, GL6513GL65C, GLBSD, GLB7 GL676, GL67C, GL67D Givam Bearing PIA is 7 LTP5 Lateral Tie Pirate 2' AS 2OHS 20 go High Strength Truss Plate 10 SJC8.25 5JC10.25, MSJC825, MSJC10,25 Steel Joist Connectors s� 5, GLBT512, GBLT612 t�LBT518,,GBLT616; QLB752Q, GBLT620 Gfulam i3earmg Plates i $ L751 P, LTS16, LTS18 LT520 h Twist Straps Light T ns .trap 3: AS-20 2Q a, Truss Plate 9 11 SSB3 51 a XLSH7 $ Bypass Framing Slide-Cl'i Strut Connector yp g P XL S 6 HGLBA; HGLBB, HGLBC, HGLBD Heavy Gtuarrr Bearing Plate 8 &1STA30, MSTA36; ST6215., ST13224; ST9, ST12, ST1B, ST22, MSTC28, MSTC40, MSTC52 iShaps 54 mil (16 gat 4 ASHP Hinge Plate Connector T 2 XLSF134B1414, 61414 4- S n -D' S #1 14 tic g rive SH bouldered SelfDnihng, Tapping 7 HGT-2, HGT•3 HOT-4 Heavy Girder T'redow^m 10 MSTC66, MSTC78 STS236 Straps69 mil (14 go) Screw; LLJ 8: UFP10-8D83- 1Jniversal'Foundation Plate 11 MT912;MTS16;:MT818; MTS20; MTS36, ft4TS24C, MTS30C , Mad wmtwist Straps 13 X41S1i518 X41131018 4K, X0181214; Xf(?781214-35K XQ7881224, X0786224-31< 410-18y 412-14, and #92-24 Strong-OnveX Metal Self -Drilling, �� 9 URFP Universal Retrofit Foundation plate 12 S/61,56, SIB1,81, W32.06, S/B2.37, S/132.66, VB2.58, S1133.12, S1133.56; S1B3.62, 61134.06; Top Ffange.JoistHangers FL#t 130-R4 X0114SI224, XQ71461224-2:51<XQ112S1224,XQ112B7224-2K, X34151016-5K, X1S1DIS�XIB1416-4KX1S1214,Xl8121t4.35K Tapping Screws ¢ /W 13 "4.12,51B428,Si64.75.5/85,50 SIBA21218, S/BA112/10, SIBA2.12112, SiBA2.12/14, S/BA4.16/8, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Mode. Number or Name Product Description , Z J SIBA4:18112, SMA4.18/14 1 ET -HP Adhesive Anchorfor concrete Z 14 SIH1A Hurricane Tie: 2 GAC, GDP, GDPM-50, GDPW75, GDPM 100, GAPS,.GW-5D. GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 15 SIH1388; SIH089, SHD10S. S/HDIOB, SiHD15S, S/HD15B Holdcwhs 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT K, PINW, PNWP, PINWP W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 S/HDU4, SiHDU6, SIHDU9, S1FiDU11 Holdowyns PDPAWL MG, P8VL3, PSVL3-K, PCLDPA; PM, LDPA, PTRHA3;, PTRHA4 J IT VJCT, SIHJCT :Joist Hangers -4 SET-3G' Adhesive Anchor for concrete 0- SHEET NO. May 27 2022 PA 1.2 MIA 1 11k Jim wp-kE6v�iAXD- m—c-o'awk owv*o�l P-1,M) NQTIC1E,.0FAC-CEPlONCE 00—A) WW NorthlV74lAce, IFL 342-7-5 ME mdW&20rq)fbrspV"le3GDuxLk:soM des NOT" 1 � � e/— 44 n-1k C. IPAI L 1101-17 i- Z41m-L, May 27, 2022 > 0 C-) (D (D CL CD-0 0 cd -0 -L-f 00 0 = m = 0 .0 U- m> D -o E L- 4]? 2 Co cn -0 . = 00 Cf) CL < C-3 EZr.. r.::, CL -r_- of E 2 L�, cil in o cn E =:3 �a o > L- CDL O 0 - O LC13 U-1 Z a. SHEET NO. PA 1.3 -ate N M N > a-- U MIAMI• MAW-DADE COLNTY CONTROL SECTION F,6324 � Q 0 � �- O PRODUCT Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA. LLC m DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805,'SW 26 Street, room 208 ' +-' ai - BOMW AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 T (?86) 31542599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE,., EVIDENCE SUBMITTED NOTICE OF ACCEFTTANCE EVIDENCE SUBMITTED � U ''� Cn � -- NOTICE OF ACCEPTANCE (NOA) }�v,�,".miamidade.Qov/etonomv 1 . E ENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-"05.04 UI3 3- EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED TINDER PREVIOUS APPROVAL # 14-0903.03 O -0 C-) O � S— � N Cast -Crete Cast Crete USA, LLC County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C � 0 O LL � Seffner, Florida 33584 I. Drawrn Na. FD4612 trued Precast and PrestrexsedLrntel Details ,sheet 1 1, 8 , � 1. 17r"avUang No. Fl)4612, titled Precast and Prestressed Lintel Details" sheet 1 a, f 1. Drawing No. l{'D4612,. titled Precast and ..Prestressed Lintel :L?etarls ,sheet 1 of M .�, M r a, LT4 12 titled re ared h: Grit Parrinr�; P.E., dated March 24, 2003 and il�raw ngN b p Y g 24 2 � and Dra�wtn Nci. 1, prepared by Craig Perrino, P. dated March 00 � g . , " " " ,r 1, elated 03l24/p3 and Drawing Na. Ll'4t5?2, tiller. Casa Crete �! , 6 12 O C� � �- O > SCOPE. a ."ah essheets'I throw � rr 3 prepared Ir"Cast-Crete,r Cast Crete 4 , 6 & 12 Lintel Safe .Load _ Tables,". through f , p prxr y _. ,.,r 4 6 & 1 Lintel Sae Load Tables sheets 1 L?'4b12, titled f rr sheets I through 3 o last revision elated 06112114 all Lintel Safe Load Tables , af3, , O a_ O a_ This N4 is bean issued under the applicable rules and regulations governing the o construction materials. A _ g pph cool g ve g .use. f city m aIs .. _ 2 2 last revision i#1 dated Apr28 2003 both Craig Parrino, P:E, dated March d, 003, as p . gthrough 3 0 3 prepared b Craig Perrino, P.E, dated 24,.2003, last g f P P Y -g signed and seated b Crat Perrino �' E. a7a 0$119114, prepared, Y n � . — � O }, (a Q C)- The documentation submitted has been reviewed and accepted b I+rliatni Dade Coon RER Product Control p � � cravings signed and sealed by Craig Perrino, P.E. / ry�4 y revision dal ed March .11, 2008, all SigF2eE6 11%Gd BE`liled by,Craig Parrino, P.E., o .� M �"" Q � � ) v Q Section to be used in Miami Lade County and other areas where allowed by the' Authority .laving Jurisdiction' B. TESTS March 2Z, 2012. B. TESTS . �J (AHJ), I. Test report on flexin-al testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and B. TESTS 1' None This NOA shall not be oiled alter the expiration date stated below. The Miami -Dade County Product Control •Appliedsigned Unfd"led .�4ltadels, total of'(13) concrete lintel specimens, per T.L 52�'_.,p4, prepared.:: 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in;areas other than Miami Dade County} reserve the right to. have b Research Laboratories, Report No. 30404A dated 04110103, gn _. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform to the e1. sealed by Christopher A. Haman; P.E, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by C. raig Parrino, AE accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None, modify, or suspend the use of,such product or material within their jurisdiction. R.ER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE . this acre if rt 1s determinedMiami-Dade Co Prod ntro S r t platee, by County act Control Section that this product or material . - Cr 1. Calculationsfor Cas n _ , Cast -Crete Lintels, dated OSI29103 207 es prepared b Craig f �+ Peg .. p P . Y - �' D. , - QUALITY ASSURANCE . 1 B 1�arrar�Dade County Department o Regulatory and EconomicResources RER : y ty P f� ( 1 . fails to meet the:requuements ofthe applicable :building code: sealed b Craig Parrino, AR Parrrno,l'E., signed and se le Y g err a County Department o Permittin Em�iroriment ared Ile `Iato A airs. ,1. By Miami -Dade Co ty p'. ofPermitting, gu rY . 2. Calculations for Cast -Crete Lintels, dated 05129/03,140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS ._ This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Pa/r r•ino P.E., signed and sealed by Craig Parrino, P.:E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1: Nrme: DESCRIPTION: ( Cast -+Crete) 4", G" & 12"'Hitgh Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER . _ rr p APPROVAL DOCUMENT.. Drawing No. FI?4b12, titled Precast and Prestressed. Lintel Details", 1 of 1, - _ revised'on ,1. r `stem Manual fear Cast -Crete Machine Made Precast LintelsMay 1, �' �' F. OTHER. . i. Letter from Cast Crete USA, Inc., dated 0811912014, signed and sealed by Craig M „ prepared by Craig Perrino, P.E., dated Mardi 24; 2#lt)3 and Drawing No.11T4b1.2, titled Cast -Crete 4:. , 6 & I2: 2002. - Cast -Crete, 2 sighedand sealed ?: Letter from Cast Crate Corporation, dated February, 03, 20? ,sign an Parrino AK certifyingcom lrance with the Florida Building Cord 20,14 Edition. , p g e, _ _ ,Cast Safe Load Tables",sheets 1 through 3 of3, prepared b Craig Parrino, P.E., :dated March 24, 20U3, fast PAP Y S 2. Quality System Manual for Prestressed Products dot -Crete ed 2002.Lintel by Craig Perrino, P.E., certifying compliance with FloridaFloria'a Building Carla, 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- lade 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 -Bade County Product Control Section. A. DRAWINGS 4. EVIDENCE SI7BMiE `ED UNDER PREVIOUS APPROVAL # 13-0321.07 1. Noire. - p MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and .Prestressed Lintel Details", .sheet I o, j`` I,. g A. DRAGS LABELING. Each lintel shallbear a permanent label with the manufacturer's name or logo and the Miami -..lade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cant -Crete 4', 6" r3c 12" Lintel Safe Load Tablex', sheets 1 through 3 of 3, prepared by ?. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated.r'L�fiarch 11, 2008. B. TESTS, RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has;been nrs, 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERM11NATION of this NOA will occur after the expiration date or if there has been a revision or change in the L None. C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). mi any section of this NOA shall be cause for termination and removal of NOA. None. 1. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS` ADVERTISEMENT: 'The NOA number preceded by the wards Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. . Miami -Dade County Department of Regulatory arnl.Economic Resources (RER), 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be -done in its entirety. E, MATERIAL CERTIFICATIONS F. OTHER F� _ INSPECTION: A copy ofihis entire NOA shall be provided to the user by the manufacturer or its distributors and E. CERTIFICATIONS MATERIAL1. 1 . one. N Compliance Leiter with the Florida Baaildtng Code, 2017 Edition, issued by Ctrst- shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.1 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 � E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makkar, P.E., M.S. elmy A. lY1 ar, P.E., MS. Pro uct Control Section upervisor elnay •A, Maker, P.E., M.S. Product Control Section Supervisor elamy A. Maker, P.E., iVLS. Product Control Section Supervisor r� ,%� f ,%_ NOA NO.20-000.15 t" NOA No. 20-�0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 ev MLAMHADEcourn v �1 l7 .' p�' Expiration Date: 09/11/2023 Expiration Date. 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/M3 0 20 fie+ Approval Date: 0SI20/2020 Approval Date. 08/2012020, Approval hate: 09/20/2020 Approval Date: 08/20/20 0 Pagel E-1 E-2 E-3 S.. E "? o Cast -Crete USAF LLCI Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE g MMTTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None: B TEST'S B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS i, Norte. 1. None: D QUALITY ASSURANCE D. QUALITY ASSURANCE 1`. By A i2mi-Dade County Department of.Regulatory and Economic Resources (RER): I. By Miami Dade County Department of Regulatory and Economic Resources (AM. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1, Marie. CU F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Coda, 2017 Edition, issued by Cast 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ co s. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CZ 0 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of Q 1, prepared by Craig Parrino, R.E., dated arch 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables ",sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision darted June 12, 2014, all signed and sealed by Craig_ Parrino, P.E., on V January 22„ 2019. B. TESTS O 1. None. C CALCULATIONS 1. None. D. QUALITY ASSURANCECU �J � � 1. By Miami -Dade County Department of At gulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS Q 1. Noire. 0— I- F. OTHER 1. .Article of Conversion for a name change. O L CU w toy A. Maker, P.E., M.S. Cl Helmy A. Maker, P.E., M.S. � z (li Product Control Section Supervisor Product Control Section Supervisor NOA No. 2"630.15 NOA No. 20-0630.15 Z Expiration Bate: 0901/2023 Expirations Date: 0911/2023 Q Approval Date. 08/20/2070 Approval Date: 0&20/2020 —� E-q. E- d SHEET NO. . May 27,2oz2 PA 1.4 /T1 �---cms!L.1 Eram, 1Nc. TILLIT TESTING & ENGINEERING CaN3PANY WAT,TRR A nI r_ : ST,.Jk ; P.E. tilteca(aa1:eDTT NL 1R Cd Lceavc Na. d. NO. D 4314T - o?VIe11�i. PRODUCT EVALUATION REPORT` REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT Stl -CATS H tIORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PretecllonProducts LLC 4800 S.W. 51 Street Davie, Florida33314 1. PURPOSE .R'4SE OF EVALA 2.. This isla Pr oduct Evaluatkn Report issuedWalterbyA. TillltH Jr. P E: (System 1D # 1:906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method 10 of the Florida Department of Business and Prollesstonal Regulation. This product Rein issued a 1ss d o EvaluationRe ort 's c p g p a described herein, and has been verified for coni Ifance in accordance with the 2020 Severith Edition of the p tton Florida Building Odin Code, and to verify that thepr oduct It far the purpose e Intended at least equivalent to'that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2 EVIDENCE SUBMITTED` 41 pRODl1CT EVALUATION D TENT (F.EA:I: Drawing No, 20-176, titled "20 4ACeE GALVANIZED sTEEL$TORM PANEL", sheets I thru 26 of 26 prepared by T'ilteco, inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/28/2020, This drawing is an integral partlg1plisA Evaluation Report, ++ A ).l�0`", y _ 410ENSF % . Na. 44167 � 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Parole: (305) 871-153Q - P 1Wff IEYAI..IIATTON REXQR'L'lYD_1OA72A 01. 2 2.2, TEST REPORTS: L sl Impact Large rats le mpaT:t and fatigue load tests were perforated under Protocols TAS 201 20 3 as per section 1028 of the Florida Building Code. Uniform static lands as per TA S 202 Protocol. Test reports r' ` re b Hurricane ` p n p prepared y Engineering & Testing, inc., Reports # 96-569 dated 09/09/1996, #96-570 dated 0911811096 # t3 T30 dated 09/20/1896, all three signed ,and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04/1811998 and # 2126 dated 1610611998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 20W sealed signed and ai g by Frank Grate, P.E. T TU : EN C S1i{_ GINEERIN LATtONS:•- On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind bad, as weli as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, inc., dated 11103/08and 03/12115, signed and seated by Waiter A. Tillit, Jr., RE, 3 SI LE IMF!ACT RESISTANICg: Large missile linpact un d'ersectton 1626 of the Florida BuildingCode' , as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheeets 8, 10, 14 15 16,19, 25 and 26 of 26 of Product Evaluation Document ` P.E.D. drawing No. 2. D 176, Imam Anchor Max S Orin .shall be as Indicated C led on sheets 8 9-10 11 p. t g , 141 718 192 2 n 2 f2 5 i 0 5 and 6 0 6 of ProductEvaluation e a atlon Document (P.E.D.) drawing No. 26-176, 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7 10 thrun 2 0, 23, 24 and 26 of 26, of Product Evaluation Document. (P.E.D.), drawing No. 2D-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Prod Lict Evaluation Document (RED.), drawing No, 20.176, AHNIIH1N) 'le u' �vCENs�C` ✓,gs 167 — E LLSTAE OF +ANr4M!{NI11uTM1�At AM ERA -8.3) M CASE THAT PRECAST S10NE, CR PRECAST CONCRETE PANELS. SWCO OR WOW BOARDS. BE FOUND O! THE -� 8lOW H 0" FM 26 NADUSTING WALL, ANCHORS Shall SE LONG! ENOUGH M REACH THE MIN STRUCTURE BMW SUCH PANELS. I. STORM PANS. SNOWIH'KN TaS PRODUCT EVAi.UADW DOCUMENT (P.E.OJ TAS SEEN VMWM FOR COMPUWCE IN ANCHORAGE SHALL SE AS MENTIONED IN S.0 AND IN 8.2). - ACCORDANCE WITH THE 2020. (7th EDITION) OF THE FLORIDA BUILDING CODE. (C) 18 ExISfINO.Y/OKI1 (Agy SPEt9Ff[ GNi1fY 6 %ALjW.1 DESIGN WINO I.OAYS SHALL BE OiIERMINFD AS PEAK' BECTONE 162E Of THE ABOVE MENDONED CODE. FOR A WND SPEED � R SY THE NI)) (ION WME1 THESE SHHRTERS W4.L BE INSTALLED AND AAIHIORS, A5 MANUFACTURED B1' I.T* BURDEX, INC. - #14-10 PAITMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRIX110H PRODUCTS, FOR A D4hECTlOHHIJT,°FACTOR d+.086.lP.DIG ASCT 7-16 AW ShW,L NOT EXCiEb T!k^ MiAXiMUM (A,S;b:) DESWN :PRESSURE 1UITOROS INDICATED ON SHEETSS 7 TVW 12, 14, 15, 16, 19 & 20, - 7f^ # 4 X LRG SCREWS PER N.D.S. - 7/18'Ve WOOD BUSHING, AS DISTRIBUTED BY ALL P0141 SCREW, BOLT & SPECIN.TY to, IN ORDER TO VERIFY TENS ABOVE CONDITION, ULTIMATE DESIGN WIND D LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A S.O. DESIGN WAND LOADS BY MULTIPLYING THEM BY CA N ORDER TO CA) MINIMUM M PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2• FOR ELCO PANELMATE PLUS COMPARE THESE WY MAIL (A.S.01 DESIGN PRESSURE RATIOS INDICATED ON SHEETS 7 'Oft 12. 14, 15. 16, 19 & 20.. AND PANEL ALE FEMME 10, IN ORDER TO VERIFY THAT ANCHORS ON T,9S P.E.Q AS TESTED WERE NOT OVER STRESSED, A 331t INCREASE IN C2) MINIMUM MOMPEETRAATON OF tAG SCREW. NIO THE WOOD FRAME UNIT SHALL SE 1 1/2•. NO THREADED PEAIiMIXIN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE ACQUIRED THREADED PENETRATION. STRESS FOR WND LOADS WAS NM USED IN THEIR ".M. FASTENERS SPACING TO WOW HAS BEEN DETERAOU N ACCORDANCE WITH N.D.S. 2018, C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. NTO WAND SHALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S ADEOUACT FOR IMPACT AND WIND RESNSFANCE HAS BEEN VEXED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURMANE ENGINEERING & TESTING INC. REPORTS 98-569, 96-510 & 96-TW AND C.4) MIM" PENETRATION OF WOOD BUSHNO SHALL BE 5/6". 1/4' 9-20 SCREWS USED SHALL BE 1 1/2' LONG AWNUM B. NC. FENESTRATION TESTING LA, RETORTS. W32 & 02126 . AS PROTOCOLS TAS-201.. TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND 1` MINIMUM FOR WALLS WON NO STUCCO. AS WELL AS AM90CAN TEST !M OF SOUTH FLORIDA REPORT l0219.01-09, AS PER TAS 2D1. TAS 202 AND TAS 2O3 SIANDNRbS STOW, OR PRECAST CONCRETE PANELS �RUCNREUCGO �> WOW �PANEiS>BE ON THE COSTING Ob)WALL 2. ALL ALUAOIUM EXTRUSIDNs TO BE 8%3-TO ALLOT. AND TEWM (UNLESS OTHERWISE NOTED), SEE SHEET 2 SHALL 1 OW ENOUGH MACH THE WON SiRECAST ANC80FS iN D SUCH �� ANCHORAGE SHALL BE AS M16NTIONED It PA). C.2) & C,4) 3. A.L. ALUMNUM SHEET METAL USED AT CLOSURES SHALL HA4E 9105--1,114 ALLOY. (0) ANCHORS SHAUt BE INSTALLED FOLLOWING ALL OF TOE REOOMNENDAMONS AND SP%IFNCATIONS OF THE ANNOHOWS MANUFACTURER. 4. ALL SM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY MEL ASTM A-&53 GRADE 50 WNMUM, C-60 GALVANIZED STEEL DESIGNATION w/FY_ SBs W (Ai1ER ROLLED),THROUGH 8. PANELS MAY ALSO BE NSfA,lE6 HORIZONTALLY FOLLOWING INSTALLATION TANS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 6) EXCEPT THAT WIDE" Q) & Q SKILL NOT BE USED. 5. ALL SCREWS TO BE 51ANtF55 STEEL 304 OR 3t8 AM S3ii5 OR CORROSION RESISTANT COATED CARBON STEED, AS .PER DIN50018 WA SO YfftO STRENGTH AND 90 kW 70MU STREWTH A SHALL COMPLY W/ FLORIDA BUILDING CODE. 9. G SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOINDNESS OF THE STRUCTURE VAW SHUTTER 6 TO BE SECTION 241 .aT,*. . ATTACHEDTO N`.AX� PROPER ANCHORAGE THIS SHUTTER SNyl ONLY BE ATTACHED t0 CONCRETE, BLOCK. OR NK300 FRAME TTAC 165. BUILDINGS, 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL .OR A.0 304 SERIES STAINLESS STEEL, WITH 38 kW 1YOWIM YIELD STRENGTH. 10, EACH REGULAR STORM PANEL WnH LENGTHS OVER W-8 THROUGH Ue-4. AS PER swnoNs 6, a. 9 & to AND ALTERNATIVES BW, 7 ANCHORS TO WALL BALL BE AS FOLLOWS;. 9W & 10W ON SHEETS 3. 6 A 12 RESPECTIVELY SHALL HAVE A LEGIBLE AND REAMY VISIBLE MASKING INSTRUCTING OWNER OR TERANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURNO PERODS OF NWRRICAHE WARNING. (A) tt. THE INSTALLATION CONTRACTOR IS TO .SEAL/CAULK ALL SHUTIER COMPONENT SCES WHICH REMAIN IN CONTINUOUS CONTACT WITH 1/4.4 TAPC4OR ANCHORS AS MANUFACTURED BY N.T.W. allM . INC. (MA0, L'a=3192 p.a.iJ T14E S1ILDNh EVEN TO PREVENT WNO/RAN 9NTRU'EDN. - t/4' P A 7/r CALK -IN ANCHORS, AS WOUPAIVR D BY DERAV M. (MN: rc3000 P.RL.) - 1/4-e % 3/4' SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT Sp'BW. BOLT & SPECIALTY CO. 12. STORM PANE. INSTALLATION SHILL. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY :&RIDING AM MNNNG REGULATIONS (Wn, rc)400 Pal) PROVIDED 13Y THE JURM4OICTON WHERE PERMIT IS APPLrtD TO. - f14-10 PANELUXTE FEMALE W A PANELMATE PLUS ANCHORS. AS MANUFM.TUR€D BY ELCO CONSTRUCTION PRODUCTS. (MN. Yc-= P.L) 13. (a) THIS PRODUCT EVADATON DOCUMENT (PZD: ) PREPARED BY THIS ENGINEER N GENERIC AND DOES NOT PRDWX INFORMATION - 1/4.0 CF TAP -GRIP ANCHIM. AS MANUFACTURED BY TRU-FAST CORPORATION (1,a-3800 P.-L) FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVMTE MGM THE P.E.O. A.1) MNIMIJM EMBEDMENT OF TAPCON ANCHORS INTO PpU U CONCRETE SHALL BE 1 3/4-; 2- FOR PANEUVAiE FEMALE (b) CONTRACTOR TO SE RESPONSIBLE FOR THE SELECTON. PURCHASE NO NSTALL471014 INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PROVIDED NE/SHE OM NOT DEVIATE FROM THE CONDITIONS OETARID ON IHB DDCUMRNT. v AND PANEMALit PLUS AND 1 1/4- Fan Cr TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILTY. A2) CALK-N & SQUID -SET ANCHORS SW41 BE E}ASBOOED 7/8- NTO THE POURED CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMEW WALL BE CONSIDERED INVALID IF MODF D. STUCCO SHALL. BE PERMITTED. 1/0 0-20 SCREWS USED BALL BE 1 1/2' LONG MNQUM SHOULD STUB EXIST, NO I• MINMUM MR WALLS' CORN NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THRMAOFD SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGI REB ENGNM OR ARDMCT WHICH WILL . BECOME THE an WTN WINO NUNS, ENp9REER OF RECORD (E,O.R.d FOR THE PR4jECT' pND W4i0 WELL SE RESPONSIBLE FOR THE PROPER USE OF THE F.E.D. GTO OF A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANES, PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE RECORD. STNG AS I DELEGATED EFOR RI E THE T P.E.D, EHGMVL'ER, SHALL SUBMIT ro THIS NATTER THE SITE SAS A D L EGATED FOR REVIEW. EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENO" TO REACH THE MAN STRUCTURE BEHIND SUCH PMNV.S PIC1ORWA SHALL BE AS MENTIONED IN Ai) AND IN A2). (e) THIS P.U. STALL BEAR THE DATE AND ORIGINAL SEA. AND SINATIM OF THE PROFESSIONAL ENGINEER OF rum THAT PREPARED IT. (8) 701% 1A„OJII-ANCHORS AS 11M4OIUFAC7LRE0 $Y 1. T. W. SUIDEX, INC. 14. SHUTTER MANUFACTURER'S LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SETTER ACCORDANCE WITH SECTIO4 17 CODE. OF LABEL OF FLORIDAWITHSECTION - 1/4- P N 7f8` CALK-N ANCHORS, AS MARIFACTURED BY DEWALT M (CON, r-15OD P.J-) D EVERY O TO C SHALL SE WALED FOR EVENT CPENINC. IABEiNNG. TO COMPLY WITH SECTION T708•;9.2 OF THE 1 - 1/00 K 3/4" SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL PDOT SCREW. TKK,T & SPECALTY CO. FLORIDA BUILtiIE6CODE. (MIN. r-1800 P.61) - /T4-10 PANELMATE FEMME ID AND PANG ATE: PLUS ANCHORS, AS MANUFACTURED BY ELAN CONSTRUCTION Mt11lIHIMR/ PRODUCTS et-2D71' THS DRAWING SHALL ONLY BE USED TO OBTAN. PERMITS IN THE STATE OF FLORIDA I (MN. P.9J,) +MN - 1/4" 4 OF TAP -GRIP ANCHORS, AS MANUFACTURED 13Y TRU-FAST CORFORATWN 01WIA A . .., - 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS; ELOO PANEUMTES AND OF TAP -GRIP ANCHOR. INTO tiff '�• - '" FLORIDA BUILDING CAGE ,(HI h ve)ocI Hurmd a VC BLOCK UNIT SHALL BE 1 1/4•. • N0.4 y s 167 ', P'm2910.1EW. MG 20 GAGE GALYAN2ED STEEL SrtNDI PANEL , 82) CAUK-IN & SOUD-SEr ANp10Rs'H L BE EF ED 7/8. 1NTo Tiff CONCRETE BLOCK UNIT. N0 C SMALL BE INTO SAND WALLS 1/4' A-Z9 SCREWS USED SHALL SE f 1/Y GONG MINMUM S!W -LDHAL PROTECnON PRODUC.fS, U.C- 4 I FOR t7K5r, AND. 1' MIIALNMI FOR WN.1.S WITH NO SNCCO. 1 �T_ CTA +`r'•'�'�1 i{L: INTO EXISTING INSTALLATION QUAILS, POURED FOR REGULAR PANELS OONCRETE OR CONCRETE CD dE id BLOCK. STRUCTURES ism BMW" ON fONK;Rt1E ATRMM wem a TNACIICH 9) CO CONCRETE ANCHHOW+"'"`'"'j AMEC'te Nl TSKpWtf 9) 1 s=M9.1s a TIVIDOWOU EXISTING POURED 0) H-----E.D. CMIORMANCHORS 4 SNEIETB a RwcI19HN a) 4 E%sTNc PGUREd t �OU 4 � ) CRETE •rf" I_` ,f2• 1' MN. I iE F/2' 1/4CON r 4TTr L4. sOLTM rj Mar, EL UTIN'TE e I i^a.4n.n ` ty, i dot tj 1 I iCONCRMe! lk°t G 1 4 L� 1 ys' 1 h I ti T tiE3 F 4M"a. a 1 1 ,�11 atOn � I'"' j � t H I i 6NI,, 1 _• �a a t2 vow � i Mlap +I S of NKM .Ix�t� IFW W. m'L A 1 1 (r r I 1 M 4.�, 'v MR• I• f MW 1 EKiSSIW POUR�K.F £U. , H l Slth a i ! i iTX 4C,p Y. \A CAN SLID 0 Tj BLOCK t ,-. 1T FLIwr"WSTm f j Cw4 ! :E 1x til" O.G E10STNO PO E"'MA' ILr � EJOSTNG POURF,6 E £Cp. H t *a --) OBiROCK i I -........_ RIDXARED,six•a¢ , sN. +' OOR . Wtac CONCRETE ..,._ REQUIRED. is 1 1. Nam'' I 1" MN._ aNGfE11ED W/ STJD`� '"® CM.. ) a ' CONDRIMMt (� 5CIMONAE ON SIEEIS a IIwWH9H 9) 9CMfD4pE OV� %ms 6 Mom 9) MSOQIlWf i\ Grp. euOT9l 04 WELTS A DOMUCH 9) SILEPL a TNNNM 9) W" ON SCAtk 3/8,.1" QQIJNQ AND a A MOUNTING SCALE 31- SRO 911a MOM SCAS 3/8.1' No &MArE 4CRCLE 3/SN.}' � 1 1 ED. EDGE DISTANCE 1 (SEE SCHEDULE ON `,�Os a'"�'arneM°1Tn, 1 94EETS 0 A 9) i T d w AFClITML^.a; NOTE COMBINATION DENow N ,Net 1 a 2 I/r acT SEII A, TC1F' At BOTTOM MOUNTINGS CAN BE I STDAB LATION ANY WAY TO GUIs ANY ?', "�• Z � ti10EksiK' 9'a EXIBtm \ FLORIDA BUILDING CODE (NiOh Velocity NU he Zone CONCRETE I NxI cNx,E ANCi0R6 * = Sao IXXD% AG 20 GAGE GALVANIZED STEEL STORY PANEL tlwR SCHEDLILE ON affm a nemam"" w :, ATE 't' 0Ri0 ,• �r /► y�GLOBAL PROTECTION ' U.C. i �. E C 0 INe. 07 ML€: CERAG .F 4 fi•' .. 4;,,...,_�.. N11o9 1HW, eT STREET ANY NI. X: S F �tJ2!"', N ,"N° R fHN Pk% c004 TIN�5, `4 T 20-176 SCAIE ," N ,row.14 1 mtacA-afgeaV 1eam -'Rtt aRwaNt NHz °' tW4TTR A JN„ P.E. A •. "'.. •WWxI 4 9F 26 PR01ICT YVAi TrATION,REPOR'J' No.'20,0720 oY :3 B, MATERIAL CHARACTERiSTICS_ATIONS• Shalt strictly iaccordance_ G n , ' be n with) a General Notes and Components Indicated on sheet 1, 2 and 22 of 26 of Product Evaluation Document P.E.D, drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E.D.), drawing; No. 20-170, 7 LIMITATIONS AND CONDITIONS OF U$E- 7.1. Shall be stdotty in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26;1 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 prepared by Tilteco, Inc, and signed and sealed by Waiter A. Tillit; Jr„ P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as. defined on section 1620.2 of the Florida Building Code. 7.3. Productshall only be. installed Into poured concrete,: concrete block, and wood frame structures. P Evaluation Product Ev ua ion Report prepared b y Wafter A. Tillit, Jr., P.E. "(Florida License P P No. 44 16 President of 71t Inc.(Florida -D 7 4 tern o F on CA 006 19 . , ( ok" tAkn714N4/ ,1*,. s • c 41 7 .oh. STATE OF YVATILL DA TILTECOADMgN RECORDS I F. E. BHPORT.20 t G LOBAL PROTECTION PRODUCTS, LLC T:26 GAGE C ALVAN ZED STEEL STORM PANELS DRY4G ii 2O.178\ REPORT # Z-OUI:OS 2FOW L_ t. pma EAm L w/ Hlarum EDGE } 250''� )' ROUNDED CORNER iM ENDS OF PANELS END UP W/ HEMMED EDGE. (Mrs) Q rX7"X I X ALUMINUM ANGLE W "h" HfIM 'U" HEADER 1.4p7g.Si<83- - .Sail' KEY HtXi WNtLSHI� 0:036` (MFA1-) GALVANIZED STEEL NICKEL .1 .1876- WING NUT ALMATMRLNUT WIOUr M(N OUW WOO W/ ADDITIONAL • *11 ro 3/32. 1AAWiFR (6LMINH£i5 S,ffi OR MMxHEH PLATT3} i7&FY), COME RETE AN OM THROW"SHEETS a °" a) CONW= ANCHORS ( a1MKAU0o"H 9) SORE 3.'.L• ,k NEW I' WIDE s VABES x 1/6' THICK ALUM. TUBE OR 1" x� P.T. WOW PLATE SPACER e5 CORORM At Rs BMFETS a ttROU9N'9)) 1 L 1 ECO rtric' 7NG s ENGINEERING COMP PRODUCT EVALUATION REPORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PROD CT NAME: 24 GAGE GALVANIZED STEEL STO M.. PANEL MANUFACTURER., Global protection Products. -LLC 4800 S.W. S1 Street Davis. Florida 33314 .PURPOSE _ '�_ C?��LUATION: This is'a Product EvaIuation Report byalter A, Tillit, Jr., P.E. (System ID 4 1906) to the Slobal Protection Pioducts,'LLC, Rule Chapter No. 61G20-3, Method 10 of the Florida Department of B'usinesis and Professional Regulation. Thisissued Evaluation e roduct is being sued an Ev uatl n Report a dascri ed i and s R. ng a s b herein, a has P been verified for compliance in accordance with the 2020 Seventh Edition of the Florida k uil Ing Code, and to verify Y that the product Is for the purpose intend ed atieastequivatent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EMIDENCE SUBMITTED: sheets 1 thru 18 of 18 prepared by Tilteca, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.;.dated 0712712020, This drawing Is an inteR�� d+ti>�N a6+jJ�1+�s Evaluation Report. `xC� .,, ...•/r'�% 67 ' 6355 XW. 36th %eet, Suite 305, MamL Florida 331,66 -Phone: (305) (A E STOIt l PANEL .128' 7,�„�,fNY-20. t04:e-xp. --,1123• 3o4..O.0 iI+ETFD SS. SfW --1 .780' { I-- - TOAtk1E 1 a 70 ANfR.E s 111 14 tfY. 1z ifz•S1.C. 2.000 1.500• { tJIXI• Lwrft ! 939" 939' 1k7A L Y _ ....t ,125- @I. �._.®r-B• Mae,. Q Moir 44 ANGLE WITH STUD ANGrJ,�' WITH REVERSE STUD _lip TOP Wa D98• .374' ,086` — `0F PNiFi. ( SIRIVETED •i III* .fi2V 1 4 76 a .375' i .270-,858" .840" ANOME • 12 1/2. O.C. 7_.!3'1K343" R l , �1.1.oTs` 1. TRACK ANGLE 3 A" *r TRACK Q FIAT PLATED ..uM1MNHMw.. W1TIi STUD 1MSE A.l'!^V7" r.Agre r'r SCME♦J Nw1FxHaT CASE B [PLAN) 1H' SCALE 3/16—h iM II 1 t Z Y. i..RrY IM am � •E'L5 i w � HA'` R9�r1-wa, '�11W' ' I ti i weal 4 +i�'ec• i i 1 � I 4e C7?��-•, 1 1N,,.4A �4N..ki FLAN) +< � �'�� � 6„1• �� D (PLANT /4ayepS/,Mx• /4 1 MTT 4-e' 4L >♦Pn (Wn r W s ®r ,w�is n aRI aaRa, c rA nAii'R" y �y SCREEW1 E.D. EDfTE D6rAFK,'E (SEE SCHEOi)LE ON ° r C%°P� �$p1iE� CU i�iii(P iNi SHEETS 8 & 9) SGYE 3/18•-1' IHS1'N�JN.AE 4 IM�. Or1 ;, r EVAIXATTO RUM NO 2Q D7ZT 02 l�?:LG >u 2 2.2. TEST REPORTS: Large missile Impactload`tests were performed under SSTD 12-90 standard as r section1609A.2 o the F r Building f to ItlaCode:, Uniform static loads as per per Sec on 1709.8.3N per ASTM E-350. Test reports prepared by Am rican Testing Lab of South Florida R -0 t e ort#0814,01 ldaed03/11/02witnssedb William p e v R. M1 caner P.E. Boriz Maraz P andHenry ,E. H attem P,E: and Report No, 0219.01-09, dated February 26, 2009, signed and seated by Edrnundn Largaespada, P.E. and HenryHattem, P.E. Largemissileimpact and cyclic loadingsr Protocols pe TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared by American Tasting Lab of South Florida, Report: No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009„ s ed.;and l P I n sealed b 'Frank Crate as per ASTM E-8 g y E, p M and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jeciofano, P.E. as per ASTM E-8. 2.3. STRUCIMEAL ENGINEERING CALCULATIONS' On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind toad, as well as maximum anchor spacing vs. design wind load and: panel length based _an rationei and cam_p a_r tiva anal sis and.i. n accordance rdance with section IA 4 of Florida Building Cade, Calculations prepared b TiIt eo:- Inc., dated 12/18110 and 08127113 (for this revision signed and sealed by -Walter ( ), 9 s A. Tfllit, Jr., P.E. 3, MISSILE IMPACT RESISTANCE: Large missile impact under section 1$09.1,2 of the Florida Building Code; as per SSTD 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 1a of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 1E and 18 of 18, of Product Evaluation Document(P•E.D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. LNµuMNH7ry rCEi�y - 67 T sy �4T STAT —T F �� �+rrgN alAiital'��+ PADDIES("T'u`.yA],U&IJION R PORT Ro. 20.0727.02 3. 5.iN TALI TA 10N: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18 of Product Evaluation Document (P.E.D.), drawingNo. 20.175. Minimum separation to lass shall be as indicated p g h rated an sheets 3, 6, 13; 14, 16, 16 and 18 of 18., of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6._MATERIAL CHARACTERISTICS AND SPECIFICATIONS Shall be strictly in accordance with General Notes and Components Indicated on sheet n 2 E and of 18,;af Product valuation Document (P.E.D.), drawing No, 20.175. Anchd r Specifications shaiI be as indicated on sheet 1 of 18, of Product Evaluation Document (P.ED.), drawing No. 20.175. 7 LIMITATIONS AND CONDITiONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 2U-175 re aced b TlltecoInc.nd signed and seated b W prepared WalterA. Tllllt Jr., P.E. Y _y > 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on Section 1020,2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Wafter -A. Tillit, Jr., P.E. (Florida License 441167),P i Na resdentofTilteco, Inc.nc (FlordaCA-QQ06719). 1/4, 2/4, 3/4, 4/4. s/s, 7/5, 1W/10, 2W/10, 3W/10, 4W/10, s/s 5w/10, SW/11 do 7W/11 3- MAX .ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8.A 9 r MAX 1' MN. FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 1 MIN -T__ _I__T_-^ �i , t j UNBOLTED PANELSBOLTED PANELS W/ 1/40-200'- / /Ir' X 3/32" (SEE SECTWtNs As ! ,>�5• M.S. �T W 7 y+. APPLICABLE) (SEE SEC O EaA' APPLICABLE) ) it (SEE SECTIONS -. _1j ,- MIN.1/4, 2t4, 3/4, aia, slS, 7/5, --,, 1W/10, 2W/10, 3wj10, 4w/10, s/s j 5W/10, 6W/11 8N 7W/11 ANCHORS:. FOR CONCRETE SEE 504EDULE ON SHEETS a A 9 "-' FOR WOWSEESECTONS ON SHEETS 10 & 11 -. REGULAR STORM PEES & Q ELEVATION N.T.S. 2.67' 1/4' Mar. GAP (4WH OVIRAP -1 WHOSE WZlfY) a MAX. GAF 3,.' '���'•� ...-%� M 1 p•' 'P EN FLORIDA BUILDING CGpE (High Velooffty IN tone Zone) 441fT exm9 "3= W_ 20 GAGE GALVAMM STEEL STORM PANEL DOWN m " / /SECTIQN A—A! S•O•AiE GLOBAL PROTECTION PRODUS, LLC. am QKV SX 61 BMW Ov • OR & NNMe aNI NL mI14 20°-176 y A^ As. aL >,. WraT 94Iea a Na19wL, (NIs4-Hers: = ns+MOo-erlT hAA FS R,... ,. ONb eN-,eMI . w . ONB aIH-NMI 4p, w A4r. rll,er,s1 tw : 1AINMRo N,: N A MMM :. iG WWidh AYiw., P.t Nq!, IIM87 3 M 2ti b i�1=sjl�: 1`�7�!111f.Tlit+,[ i ILA, Nt1h F4R TioN oC SEE^nUNS: E.D. - EDGE DISTANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEET 0) COMBINED IN ANY WAY TO SUIT ANY INSYALLAnON. P T �dltlS 16 I I I }� k5f/s IS O BINS NM t/ FACN '-� �?wg8� 1b99AP. i LS I 1 I H X,T t M 0" T MULK ON ,__ESIIffi0. 00"PICIT OR ANCHORS, FORN' . CONCRETE SEE ON. SHEET fee. WAND SEE SECTIONS ON SHEET 12 I3• Max 24'Y omav_* .1 YA*4 W LM D'M" Is 1 ,1 . P I• - i f "K - !3 ft ppi 1 4's-Ic�rt' ! 'I 1` P I I 3 M l i 7laY43 : I) I 4 I I1M f 9'. 11 WOININIGL4P. j 1 T I ! 41" WM ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET B FOR WOOD SE SECTIONS ON SHEET 12 REGULAR UM Eft, n k ELEVATION SCALE 3/32'a4— 1/4- MAX. GAP 2.97" (MN CMDAAP _1 WHOLE WANLY) l¢S i f4• MA%. L fTA SE��A SCALE 3/32"SCALE 3/32"-11 N Cv C_ 0 +� U W L_ - co-0 ++ 1..1..E to .d% t.:, N � C6 U C6 • — O L Q C O ( tI 0 O -4.— CO U_ �,- O _ CU > -� Cn — -0 Q) Cn L Q A7� CU L Q CU `R �A Z Z W J i sV ! l fi C > W � G Cam. CLI t`d GS , 'Z] � N CU CV 3 mA C7- � 62i E 4r ,iv lam•. 40 4,. 11, ^W O I� CL U CIO 0 L_ t� Cl) W Q = Z Z J CL SHEET NO. SH 1.0, MjLMM 1.3A4 ON 4 k� 1, 3.A1 NOTE: MULUOR CM NSO BE #W^10 WIO SBORM PANEIT ON TOP (OK PANEL 4POUTNOIT %TV T � AT )t1DTF01R of CPO". MULLION_ WIEDULE IHVAUAnoN - ALLTERNATt11E JW SMALm. Ile - I• SPAN (R) . TUW MULLION " 4 4•,-r 2' K r s. I/Ir > 4'-B' TO W-B' 2". 4' x I/8" i W-8" TO 11`10" 2 A S' x .4-.5( 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS. WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p,6.1. AND PANEL'S LENGTN UP TO W-W. 2. FOR NEW WOAD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, WJ SPECIFIC DOWN OF 0,55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT. ANY CONORM ANOMRB (SEE SprE01AE OR slMt, ,t) POLM COMO IE CONCRETE MOM SKEET 14) O4/E 1j 1 O.C: VAL MOUNTING IMULLATION WALL AND FLOOR MOUNTING IWAUATION — SECTION 1 SCALE: 3/0• a 1' — SECT[ON 2 SCyE 3/8' - 1` NQTFS.ON LEE gaa•TTY e_iYNNm emu _cmmy INU&J.ATON 1. LIFE SAFETY STOW PANEL CAN. BE LOCATED AS AN END PARED. (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PAtEI. LOCATION N 13ElY1EEN END PANELS . LIFE SAFETY PANELS MAY O R MAY NOT BE INSTALLED ADJACENT TO 11 PANELS (W/ OR W/0 REIILAR TRACKS.) 2. LIFE SAFETY�f°ANEL C�ONSSIS OF O.OW OAWANIZED. STEEL. STORM PANEL. AS PER COMTPONW .. SHW 2 O DRAWING. TN15 PANEL ITSELF TO BE REMOVED OR INSTAWETI FROM THE IMOE OF STRUCTURE. A UFE SAFETY P REQUIRES TOP TRACK TO BE COMPONENT(V& BOTTOM TRACK TO BE COMPO AS PER SHEET 2 OF THIS DRAWING. �0 OOMPONENI� . RE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I & 3'Q�41,: 1 2 ON iPNO . AS WELT. AS DETARS 1 & 2 ON, SHEET -14, S3�i.:. ryi, 4. Min. LENGTH FOR COMPONENT IS IS'. Wm ANCHOR SPARC FOR CO�POlF3R I�-ANCFWRACE AT BOTTOM 5 GIVEN ON S SCHEDULES s 2, SHET:T 14. * COMPONENT }MAY BE PERMANENT OR REMOVABLE ; ���•"'• S. SEE DEWS FOR INSTAUAVON UNTO WOOD FRAME BUILDINGS ON SHEET 15. �F. & SEE SHM 4 FOR OVAIL, APPLICABLE M THE NECESSITY FOR THE WALLATION OF AyAA SPACERS AT TRACKS INSTALLED AWACM AM BEYOND TOSSTJCW/WOUB BANDS SECTKiN Y—Y SCALE 1/4*- 1' " .1 "LL+:... �T. cauma a n.00g noun m WALL & FLOW Mouirn INST TT E TM LTIMUTLVE dW INSTALLAMONIS ALTERNATIVE SLY (SECTION AT TOP IS LIMITED TO +55Z-67.0 MAX. 504M Ile 1• AS.D. DESIGN PRESSURE RATING) SCALE: 1f4' • I• f110 f q 1f3• fiL :.b7 . L• •ITV .�11f'• r■■■r■■■r■r■wELEraIE�rEr■r■1w r■rl.rErrrli■r■rurr■5 W/O-RE01JUNit TiA�-.. .s��TlQw a-e SCN.E 3/32`e1` MAXIMUM A.S.D. DESIGN PRESSURE WHO ,(RAI) XNR CORRESEONDINQ MOM.UM, WEL LENMI "0 SCHEDULE AW.5 MY FOR PAWMA't kYi —1.100 tlt — PM 1tpR!t1nN3 1 TAR„ 1n OW S,CETA a A A .1 M,RRONt LSO. A . Mbv. IS'�TN (9EE �N�µR,1 td per, RIB OF ilgdt 463A, -72.0 7'-51 OR -LF95 2.1/4' 04"YED I TNNU S t 7 +WA -72A 37'-6' TO r-8" Mbx, 2 3f4' I new Be I +45A -no>B-4'• TO 11'-r v— 2 1/S' BO7UNDO{LTED ' R a1R7i� 6 +43A -4BA Ir-4" OR LESS 3 1/2' ' WAR9,41NION 6, B a t0 • BOM W/ t/04-2fin* 5S: IE4 k TONE 91NE W k i1RO M CF PA61.. NUD MLY MR PINELSOU Q INSIALUGIONS AS PER SWDCN5 F TFM6i 7. ON SHEETS 4 AL4r4IUN ABA. OE4Wt1 AA > MA W A+C#A'MS vogm FOR Ea.. 3 ,/r ++. APPUCABUE TO 9ECTCN5 f k mkvwm PANEL LbWRN Y' (14) LH'COH CF 7AP-OmP CNA-I PNAESAIOE F11MYE O PAINELNIs'E iNd+S TO CONCRETE Cif TO tWICRETE 70 cO,CRETE C� m COIICPEtE. t TO CITE OONORM WA N/A WA ai' WA 6' NIA S" # A _ . I {TOp) 6".:. R' 1 (FIdTTOYj a- NJA WA W/A r WA 6' WA r WA 2 r N/A NIA WA 6" N/A S• WA r 9^ 2 (IDITSNQ +ftIL -710 Ir N/A .NIA WA. 6' WA. 6• WA "' WA.. 3 k 4 (10P) -. Y-S" OR LESS CR LESS IV6• - WA WA rr r r 6' r 3 (BLR10N11 r WA WA WA r N/A r WA r WA_ 7 (TOP) r) S•.... WA WA B" r r Ir Ir 6' 4 k 7 MOTT04) N/A N/A 12 11r 6 1/f" 12 IIr 6 Ile 6 1/4` 6 /1' 8 1/A': 6 T/4` 5 (t�,/erirlc4q SEE MEETS 10 Ai It FOR / TYPE k SP.W7610 TOR INTO WOOD fRNAIE BUEDNO. WM * A 3PACOAM A4O MmNMA6 EVOE MSTANO AGE W101TE0 ON IRS - f1iR EA GESv". TIM WIMP ON 9OI6ORE R!$LCC ACTOR SPACAP BY WWWOM OACOM SNOAN ON !$I> AE BY THE FO 004 FACTORS, FOR INS OPEWION TO BE P089MlE, R SPAONM @BLtMVFO uSH$ FAOTOR siRAl Not km THAN mm"m 904018 PMN+ITEO TOR EACH At O '". AT AO.iMNg LOpOO. A'10 7Wt 1/1'• ,/4L t/'r+ t/4'Y 1/414 t 4•+ wpm EF W sw .. ZMIN 01 tle Ya. 0"m 90014 _. 3 3 •+p4PYYACE ttwnM.p.} s 3 a s 3 3a!# 31/E. ADRIL SIL am 11111111311 1011010R - 2 3• I.OD 9m --� Im �43 a I h iT •L + i4! . T F., - !2n t,MILL 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WBH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEi."S LENGTH UP TO 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY No. $167z % Yk ` 62aso TLUM Px 20 CAGE GALVANIZED STEEL STORM PMEL. -. FP. WAIN RC .����...,......... MOBAL PROTECTION PRODUCTS. LLQ. �m B.R. 61 sT/rtT TOW. pte64 76 S FNP. 40i54NNE-6767 6TI ST . FL .CAn..: OF �"'"�.,_ ii%�' •• 1���G `S R"'"'N•••• �R d IN� 4a 3m, tl. r a a1tY 20-176 Y■lR1YE'7■wJ. � , Q 4 F ■ x F �S) ALTERNATE . ST Mk5 0 V2 1/2' O. �e Nan N. (G9E 0 (CASE R) m, P PANEL (4A1 OR IL.-.7' _ _ I sI3 uE SCZUU \...J NNDNOR M�SP�76 R � 1 1 3' Mln. QETAIL 2 1.1,; R iEiQ NjI�J(� IIMAUATION (APPLCABLE TO SCHEDULE 2) SCALE. 3/ir - r MBA M IM A•S,Q. QESIGII� C411R 4 13A #NCB (2,51.)-AND CO �F,3POND MAXIMUM P �NC'(_H "C HEDUL twFu.'' J^".r TO SEclNaxs I Ac 2 PIWA= 81B IRE A.= MW >,►E, CNN PIS- vmw O UP -CAS rt1[K-�RN PAti�wm MOM 0 PR6EMME PMb h �1 i �raw M/JODUM FAMFL ItNOM i•(N.) CONCRETE aN10 �EIE TO ODOR TO TO TO 7.0 SSA-72,0.- S' N/A N/A N/A t' WA 8" WA B' N/A 1 & 2 (TT ] b'-0' GR. LESS g• 7' g" g" 9' g" 3'' g' B". r I (fiOmoho +55.0 -72.0 6- N/A N/A N/A 8' NJA 8' N/A 6' NA 1 & 2 (TOP) 5'-0• TO 7'-G 9• 5' g• g•1/2' +SRO -72A 8' NJA N/A N/A 8" -- N/A 8' N/A 6' N/A 1 & 2 (TOP'} - 7'-r TO 8'-8' 11AMMltM AS,A I (36A • 3IE' wN. Crop TOR iF AwxD 06£ F (;7W 13' MWe TRae TIT° O NICHE) SECTIOA9LE TO -SECT�IOµS' 11 & OF TRW MAXIMUM LEN43" -V ((To fLj TO TO _ am _ +49.2 -61.5 3* t 3" 4 1/2- 4 i 2" 2 (BOTTOM) 7'-6' OR LESS +52-0 -06.0. 3` 3'... 4" 4' 2 (BOTTOM) 7'-8" OR LESS +S5A -72.4.E 2 1/2" 2 1J2' 4" 3 1f2' 2 (BOTTOM} 7"-e OR UM +56.0 -72.0. 2 1/2' Tk/A N/A 2 (BOTTOM) 7'-8" TO 6'-0" +SSA -72.0. WA I WA 3" 3' 2 (BOTTOM) 7'-W TO 6'-6' Y,101AAI A.9J,L OEINI ""PIT Yon !N®-,PNE1I1 I g1,) ) Hem To Eo�N°an" +ILO. -1" NE»r s 3/i' iYmiitg. SEE $ROT 15 FOR MMORS TYPE k SWCNG FOR INSIA LCIONS WO WOOD FS AE MONO. ANCHOR SPACNOS Am TANNa1NN FADE AF#M. INOGIE,WAffi GpSTAT1LO* $IMWN ON SCI VOWS 6Y 1HE FOUAYW /C 11-700M I% TIE OPERAAON 10 BE PO%04 A OM WWM OBTAINED USW FACTOR SHWL, NOT IE LESS THAN W A.4L SPACING 000000 IN EACH ANCHOR TYPE +W M OMRS NJA. A1NMAt T I/41, 1/4'R Ile. 1/4.i MOON Cr NR..OiEP D"Ran Ott" ,AA ANNYWm WASNO(h) 3 3 3 3 +eAAe rnYN�N (M) 3 3 3 E 3 BANAn! B,Rk 60.) 3 3 3 }R 3 I'm 4 TOR. F3a am 11111011211FA0IDIR IRO 1A0.. (YAW ONLY FOR PANELS ()& 4A}RbiN1AMNS AS PER SWTIONS 1 THRU 10. ON SWM 4, S & g) IA.ASSANr 0000 SPACIIG FOR LO.. 3 I/r •+ AI&Oq DM1GN TAPCON CT 'ffF-ORW CALK-4N pmawaE TAKE toPmvAm Pus Sam SET APPUCASUE I4 SECTIO"s / A. MF%INWM PANEL PRESSURE PATRM (p}f.) TO OOBCRM 10 COCR4TE BIDOC 10 CONCRETE 70 OONCREm BLOCK TO CONCRETE TO CONORM BLCCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE TO OONCRM BLOCK ANY COMBN4gl - 7NFA1 tENOTH "L• (H.) 6" N/A N/A N/A 8' N/A 6' N/A 6' N/A N/A N/A 1 (TOP) 6". 4' N/A N/A B' S. 6" 6,. 8' B' N/A NIA I (BOTTOM) 6- N/A N/A N/A 6' N/A B' N/A 8` NIA N/A N/A 2 (TOP) 5" N/A N/A NIA 6° N/A 5" N/A 5" N/A. N/A N/A 2 (SMOM) 55.5, -72.0 6" N/A N/A NIA S" WA 6' N/A 1. N/A N/A N/A 3 & 4 (TOP) >r-5" TO 6'-8". OR LESS 6` 4' N/A N/A 8" 6" 6" 6' 6' 6' N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6" N/A 6" N/A 8' N/A N/A N/A 7 (Top) B' 4' N/A N/A 6' 6" :8" 6" 6" 6' N/A N/A 4 & 7 (BOTTOM). N/A N/A 121/2' 6 1/4' 12 1/2' 6 1/4' 6 1/4" B 1/4' 6 1/4' 6 i/4' N/A N/A 5 (TOP/WTTOM) SOT, -53.3 NJA N/A 12 1/2' 5 1/4' 12 1/2' 6 1/4" 6 1/4• 6 1/4' 8 1/4" 6 1/4- µ/A -N/A 8 (MP/BOTTOM) > '-8" TO 11-2' 55.0E -72.0 N/A N/A 6 1/4" N/A 0 T/4" N/A 6 I/4' 6 1/4" 8 1/4" 6 1/4* 1 N/A 'NIA S (YOP/BOTTOM) '6'-S' TO 11,-2`. N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4" 6 1/4" 6 1/4' 6 1/4' 8, 4. 10 (TOP) 43.8E-4&0#4-, N/A N/A N/A N/A N/A N/A 6' 6" 6 1/A• 8 1/4' 8 (BOTTOM) OR LESSIr-e 6`N/A N/A NJA NJA NJA N/A 6" 6' 8 tf4" 8 1/4' g (BR)1"1'ON)N/A OR LESS N/A N/A NIA N/A 6 1/4" 6 1J4' fi 1/4" 6 1/4` TO (BOTTOM) SEE S1EZIS 10. 11 AN 12 FOR ANCHORS M & SPACING FOR INSTALLATIONS INTO WOOD FRME BUILOM WNLRMa ANOMR, SRACIN06 AND MRAMON OSTNLGE Ate NOICAT£0 ON THa SCHEDULE. FOR E.D. LESS 1NAH NVOIOATEO 1711 9CIFAUlE' REDUCE AIONOR SPACREN BY MULTMLYIO SPACING $HORN ON SCNEOULE By THE FO AWW FLUOR$. FOR INS OPERAMON TO BE P0591ILL REDUCE) SPACING 06TANEO US M FACTOR SWILL NOT X LESS %W We" MOM INDICATED FOR EACH ANCHOR TYPE AT *000" LEGEND ANCHOR 7YP[ 1I4S- 7/ii t/4'A 1/4'A 4/C6 1/4'R TAYCM O1Nhdw MAW 0 r PNII'm MIKMi .. saw-W LN5 NCICR 9A1Y.W ) 3 3 3 3 2 t/2 3 4f ,,..LQ ca8..r dJ s 3 3 3 3 3 ,/2 IER.,4M4 OPsob ima �,,) 3 3 - 3 1!2 3 t/2 N 3 ,/2 RRCIm BCL fm DI.3FW F A•C 10 R a• 1.ID 1.RM - iAO m - 3I • FAO - t.tl0 TAD plum RIgALLATION AT Y DVMTN OF P SCALE -3/E-1 SCALE 3/8-1' 1� 1. INSTALLATIONS FOR ALTERNATIVES SIN, gW COW ONLY VAUD FOR BUILDINGS WIN AS.D. DESIGN LOADS UP TO +43.8.. -48.0 P•8J. AND PANEL"S-LENGTH UP TO 12'-V 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC D5 6nY OF OM OR EQUAL NnTF F�1�HATIDMI aE cxcTloN,: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 01 I1*(-j 0 WAW,1111 M 1-111..11.* 'x`I_fl I 111r1 Na N N U) Cu O O U N O Q O O C .� CU U N n- W (D =3 - p CQ ,0 U) .a O �� L a) O LL CAIW -0 EAl L O � Co L CL ICU . � �-1—/'�0 U) CL L cis ,a o C9 O RC C, Cn Z7 = c � � IL © A- N � � N E +- c Q L) 3 3 d CuCu E CC C7 tr so IN51ALLATION DETAILS FOR QPT)ON f j FOR U E SAFETY STORM PANEL TEM SYSTEM 11 YASCkMi I/4/,2LAGBC& INM EXISTING WOOD STRUCTURES Wi Cn -4--p iED CR C `^) C EQ EO ROOD RWUBND I I TEWII$D PE1TIaRCO O 7/e 6RM API -.12. 17.A. � sRm � ALTERNATIVE i ALTERNATIVE 2 t 1/b' JAL 1 74'Nbvfw'12 1/2 tl Yz 1 a.C. I ON 14 FORK I . SEPARATANTO CUM t E ♦rJ E0 I Ec °� �• i 1 ED m ,t , l J -0 [ I ! 5 1-4— I I ) ,PLNE t \ LEOOYED O j i L't l 8 C.L ALTERNATIVE 3 ALTERNATIVE 4 CU rNSED } i 14.•N WA mm" PDRTNAr1MRm11RR! I t/rTHREADED ■ I E� t/410.Pw LONG WAS w"No W/ /swgi,2' su YS a D$ OR MOD CONDITIONS A LOCATIONS I/4Y_20 PAELIKIE IEwAE M OR ,ALTEkNATIVE P.O.. PWS m r O.G N L. 7%2` WL ,NRIFADIn PENn'IRATKI ,0 ,N000 :.FRAME gpgE; • - ,' -ANCHOR �— ✓L j„J �}(� }� WALL MOUNT I�Y.-.IN ALTERNATIVE PIATE Sj&LA7ION i W NOTE: SHURER Tw4a ROT swm Ftm CLAAi1' ITE,E rr . 1/ w BENS ••` 4'" ? FLORIDA BUILDING CODE NI h Volooffy NurT'IGan6 Zone) °AN Tam 20 GAGE tTALYANTZED STEEL STORM PANEL i at. z 1, N#TALLATIONS ARE ONLY W4A FOR BMLO S WITH AB.O. KKR LOAN TIP TO +s3s. -72g INK NMi PAEL'5 tENMY1I UP 76 W-a'. 1 FRAE LIEOt.W- TO SGUD#S#N #� �� �t R4d� y (%''^., • tiL!E �r O LLEe_GLORAL PROTECTION PRODUCTS, I600 SLT, 61 0/s6/200 Z FOR N. ROOD C DDSIIOIKIN M O 14tE Na 2, RI SPECIFIC DENs1r 0>SC EOLNL h �y ti h 7YNFANIIN 114 ! ,:oiNANY 14 GAME. FL ST3/{ PI,01L UI06113-7646, FFuc (04yEB6dF97 20-976 14 /NME'WIi �w�-tm .fa MO-� Pt wN.TNRCk00.O971 .. P.E id ea, rY oar Nasrao •Po RP 01111lM Iq 6NL % O E3 a SHEET NO. SH 1.1 DESIGN PRESSURE L {ti:} RATING (p.s:T.) (SEE SECTIONS) TO GLASS CONDITION +55,D, -72.D UNBOLTED N N U) U N 2 Q7 Q T= O ORS (5EE'SECTIOM ON SHEETS 17, 18, 49 R 9tl}----- C_ � V D - 3Aft7, A{/17, 5q/ta �e/Tr, 4b/n. sN+s 3" Max, EXISTING POURM �sl �R CONCRETE EIL=K MUCIURES SIORM PANEL SYSTEM-� U 4- U) � i' MAXMW SAw/1B" 7AW/1B t aW/20 mrlra rawftB: aBW/m r• INTOINTO EXISTING QUREQ CONCRETE QR GO CR E BLOCK STRUCTURES � � Co (D -Cn D.M.or •{ ,mot/a` TAPCON IY9CtKNTS �4" TAPCON ANG2�R5 �a'TML1KfN X[K#�S �4' TMCq�F ANGWR:. i�a TAPCON AFKxIdtB � U `� O O O O O B' D.C.• to O.C. f 9 B" FC t� O 9. O) w OR CONCRETE1, a POMED r. BtpPK REpUWET! _ SLOCK REQUIRED = BLOGc fa:OWtEO BI,Ogt REWMm 1 OR 4�RETE Bljl=z oR wN[3iETE BIOIX( } O E 11� {� „a• I i!{• { �- ,la. 1Ir-[ , a, REQUYED .r. I / Co 0 4• � � t!a• O � 0 O t } ' ED.s i i EO! t EO.a I C,pa I j -7 o > a FEW- +W9r "i-�+CL A 1 I , #t MamJ�t utc A MAX wu+EL i a ts1 "° ! i wrA ,a WaR lb I a ew r ar i o " " MMe Ntrr (PAN SCHiDULE) t i j i. E'✓aS) i:,j I EMtStit;Q„,i �. I i q N �` lam. cuss 1 arAss c xwsT' i ! n¢.e ; ` �" _ . 3•�� _ _.. _ aA,s puss ; 1 "-t._ _ - T r - r i W� V� -- �-•� �' ��_ f-_ g- E t f` lfs'.-aa„' j 's' !'� tf4w'-amr• -r'- +' t'-�'_.. v. ' � e' tl r r �I i i Flv8 aafTON CDWM i 1 j A i `� fYRiO NUF • ' j. i I 1 j� j Y: *..«,1= I 1 1 ; 1 1 i yn � a ' r , , i 31 -we NR R IST t Naa MAX. 3A(17" 007. Some ]8/17, 4S/iT. 54/T; 3• , } t , - I"MIN. a roll% 714111/19 t SAAW/2o &JILMUM 88w/1a, Taw/ 0 S NW120 t• N,N.. r, ---,AFACHORS (SEE SECTIONS ON SHEETS 17, 19, 19 do 20) I fc ! I OPTION 2 FOR LIFE AFETY R PAN ELEVATION I FD ED. i j r i .-_-_____�' � �.T9_M.��.Q���_ # E. f E0.a Cfl 3 I I d a SCALE 3/16--1- 1/4` w,C ev, C� t 1 • y y''� 1r2" '• ' 4 a"}-, 4'SS RLS W/ t/2' 1)4'P-2De314-S.S. MA& W/ '�% oMt M MiStE wtM '+•i W NG NUt NNS}Nli �"'Tls"Az3%J2' w9laa :NUT wASitiR } } t U F+NaFA.: 7 a"4 w :3r32` wYAG NUT- j 7 t �3/32, Wff#p 0 12 tfR' O.C. (gEytBO) :_._._..-.... 1 anL O 12 11r O:C, L Nlff W+LSkA'Ft (9EY'tKWj r th10*0 PANELMATE PLUS Wf i S {ihto-"W PAIXEWATE PLI15 W/ , f -TT'Sh .. 3/92" WINO NUT WASHER "'" •' '"""%!8 s . i/4 TAPOON ANCHORS. ii/A` TAPOptt A#KIHaRB i 4' TAPOON memo" t/4- T�APOOR 'p ' 3l32"' WMC NUT YP311ER a.+-rsa=+gym: _ 1 "_:..""'.'_'6 a tf2' O.C..tl2` ax. R'S J 041,14 "..p.C. i taEl'ONa7 (STMi6ESFA w/ STUD) (STAptl p W/ SflW) tt O 4 T!2" O.C. L,__..EOURED CONCRETE RED Ca4tx'tEIE k-._..PptBtBt) CONOREIE !.._.-_ D CONCRETE 1E BLOCK L-m t� It C BLOCK REQUIRED ERE BPApL REW SLOOK OCONCRETE REQUIflu"REQUIRED SEOUItiED tff SECTION A -A WALL uo A)1^.r(nra SSTALLA1'ltRt WALL I�IQuN��ySf6LlATM WALL MO eLL6IION SLATE 3/fa:.t" s rtEGut AR PANEL !ZU%�EE � aANEL SEQIl :t�41i WALL �+nSERF14lLUMTINA1.LaTlt�t INAtouSEsi7l�RildTlbN MAXIMUM A.S.D. DESIGN PRESSURE MUNG nit 4 RffGIlLA�A X LIEF PSI. a p � RG �i((t✓� SCALE s!$'-t" SCALE 318"-1" Soka SCALE s/B'-1" SCALE s/a•-1" ts��NA� rt sCJdE 3!a".1" s 1Mt1euNW .......�/r N0. 44167 TG(jll� SIACM r ta+STMIiAms"� wOW ° w+otoBmt wmK S1,a ''�jGEM a �_ ` MNNW ANCNDR tip me WOMAN -"•---`- Z * * ` * FLORIDA BUILDING CODE NI h Vs Nmtwna Zane EN ••� FLORIDA BUILDING CODE If VWI Hurricane Zone oeEo+ce ARE AAACAaFa oN TIaS 4M«m A,, a4,w,N 00 s a = iGO. 44167 a FLORIDA BUILDING CODE 14 h Veloc Hu one Zone O'•., Fj QP ; r 11TIO), we 2D GAGE GALVANIZED STEEL STORM PANEL ' 4t _ s ., OR1 ,, RNw ar a n w c 20 GAGE GALYANIZEO STEEL STORM PANEL t a : AStMa s0 racB¢a3 gCal = *a STATE ? = Dram m1Eca aK 20 GAGE GALVAN)ZFlD STEEL STORM PANEL F.P. n Coca scraaAE FOR eD Lcea aewr FworaaD ax tFA aW P.hnw.,r eNek as ) a IlaIT MAI t rs� m/afmae 4 - "-""e mlaBlmw o�P�ma�/%4 � Pcsaets.` m ?'o� ' . ORt m/alma GLOBAL PROTECTION PRODU N. �� G3`LOBAL PROTECTION PRODUC U.C. BE um All j _ o F GLOBAL PROTECTION PRODUCTS LLC. tNC: " a"a' - .. T,s co aPACaq OaTAOBD tpRK+ FAL`foll BFNLL NOT. a 1/Y ''a ' I�Nc,. € °� ! a WrLB'ssmi ittf) z. i1B1an+'# i1PE aN F s ,m ,aa hirq ONAi t Ai'aals't�r �_ - NNIu,N1 P, ,yAna w w MMFW tassNuP ae�B nw ta,3ces-e+» 20-176 ••••,• N.. se"W. a,. soA, vaattn Fs,OND <wMx,M-rate. pat: LiM)ima-s;<8r 2()^1?b ;r: sx.., peN sn-esln. n., °D"iKP°i''-,n aw 24-176 _tw _ ! awaDar,o a +r oNvstDNW taw aAA W. wNlu. R w PNdNE: SsewMNYB-T',1ks, five tAa)ABB-a'+➢7 s't� ii I{. Caw v t1"i m.-ow w. , , .," sx r. s fituaMo Nc P,O, >wNj4 61Ti1RFlS1iE ek.1eR b TK4ft M P.B. e s ow.»,.lmet 4rl-tum.,.,'pag11°�°i-No-Wi' - WAL s1AV1JBA7C WN,TSR1ka P .. f +" - . M wW.Me Mae. FN N4 t tBAI/ffiY7NaTtMM/CA$E. h TdAfi. P.G - iNttr M ar 23 - , mawT,s a nt aFm ra or se mi INSTALLATION DETAILS FOR OPTION_ F2 OR U� j*En STORMPANEL TEM INSTALLATION DETAiLS EQN O�'Ti�?,N � FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTiNG WOOD �7,�UCI RES IP110,..EXISTINQ W0012 STRUCTURES .-. FffJ10FR x.:: wbOD.HEAPEN ; ,. NFAtNR 4 4•e TAPCON w S' O.C: �' _i 4'e TAPCON O e' :C' 0 G^.5 1 ARGON 0 t 4 TAPOON O.e OA. ,t. 1 4 4 ,. e .:. A TAPODFt 4° tLC i 4 YMWN a 6 o.F N { / .... tt I t Ali . THREADiO. ; 1 1 -, 2 A1W TFWEADED W. IHPFAttED >'r P�TIa4 UT WOOD � ,�.-PENEitiAR0F1 AT WOOD i t llar AT VY006 i ON AT W000 , .:, w AT �. 1` \ HEADER MEMER TION W'000 HEADER . 61FMER t k f ✓'• 1 tVj t� C 1 lf2' 1/4' af2- tl4. 7/2' „4. A/2' 1 a' , a.1/2` ,/a' O } Max. / g t ., it RM ,t t -L7 / ' r - � L. 2' L wDoo t1EAOER 1 ,� i WOOD siFIDER •- I M" j 11 f 1 REouaED ) I REDO o D ! iIL I {� I } j © i CC C-) O-k t7a5ialc A,a amwaaetr. OLAIS, , i I" 1 y 'O 1.1.- Cl. ti YIm. 1 wa,FL IEIwTN I PANEL LENGTH! CAM co ;Ae s - I sc Ma.a I .:cc ca ._ ' oB 9!a£T f ' (SEE N01E i tEIDMT 7' Ya,t: >b k7 I i PANEL LENGTH w SRAWAT" i 1 (SEE FKri 1 eEloW9 ; i PANEL LENGTH tom: IYRGAIN ' I I OL "` ' i Z1 iSEE 1107E t am" -ro' aAA , --- ' --. (SEE tml'E , eFLON) ma I ; RANtE1 LEitQTlt I ' PAt 7. LENGTH (Al w0-' N •.O� 'tn lV � cTr Y R , a SS iH1'BxOai'-ts) , i (SEE NOTE 1 1/a`e=20w1' ; (SEE Nft1E t O 9GWD1fANE I. i!4'P-2f r I + 1U 11 1/a�-'ipxY I r 7s�/�aeNs, W �fgy j aLA5s I SB M,9 w t a7 G ._. R 1 ! I rr QO N �! I YMI, TNREON PEAwiRATlaa AT � i r + } O v N 1 } 111DYADD, OF 1AIE r } 1 !G s , , l i I 1 1. j I I i t _ T ' et � a• i � ' � i i j 7 A a I I i I 1 i i - i 1/4Y-26ws/4'SS M.S. W/ A I f 1 1 4'b2W S.S. MA W Ij conk. I I t I. f cart. I /a -,- tme0 Mrt I j� f}2�WpX / I i { �Sj$'a w s/s2 W NO x rt 1 . a/u WMG WASHER O iz t o C ;j 12 tr/SFER (eETDxD) j$Y i� „' I wAstxR • 12 oJ2' o,F } } t'f17f watR ww-) , f .I i • i 4*0 TAPCON O a' O.C. t - wI1K Mff { I d I t 4'f TAiNMIt O a O.F �1;1_ P TAPCON O a O.0 s t i} t,Snro) 71} t t ABFt. }1gRACFD y 1 i i tV!a'0 s s/32. WW0 Nut _ 1 t 2' MN. 7FFFMED '.�j 4 # '� OF %ATE1NiM AT tYDWD7H 4 i' 2•xRE0U1 ! ' 2"z i I 'I �����7fffeeB • % s (BEYOND) I i WASHER a e t 4 Q.e. j WASHER e OF PLATE AT YAM6TH I of PLATE710N AT tlbaDTN r { I i ' YeD00 MATE ( aCOD MATE j74-k0 PMk1.WTE F I t ,- (Ii4-ID PANELAMIE P ''"Y`. } � Mm PLATE - 1COB MATE • WALL a 1/4- O.C. PW)1 i7 a , .-O a Ir4. O,C. w 1 7 , AM ATLCCYADTN OF PLATfi TiON ) F A7 ATH ON NDIM 'PLATE I �. ,,.. ALLATIOM ALTERNATIVE,SWShAiE S/B"rt. I '' WALL Um ARM pm"SCALE 3!S-.i:" milli SCA1£ ifs'-1" SCALE 31e`»1" uT!(j�j� SALE als -a" T v ENt "fr SCALE 31e.l* PANL sF `•. FLOmDA BUILDING CODE Ht h Vetoat mu arts, Zone ,•' t�C FLORIDA BUILDING CODE h VeloeN Nurlioane Zane I. INSTAL4ATIM ARE ONLY V,tl,O FDR BUIUDMo9 WON ASD, OEM LOWS -. W i0 tsaa, -i2:h P'SF Aim PANfO.`S LENGTH tip 10 sl-r. • mom iRttW,.wc. 11QIti" ` _ Mmsa A1Lti:'Q % : FP. 0. 1 s V PR. go 4416 20 GAGE GALVANIZED STEEL STORM PANEL N k - 2D GAAGE GAL AWMD STEEL STiNtY PANEL tm01N an 2. FOR NEW WOOD FRAME GM6TRUC(101k WOOD IwA1BEAS itl aE SOUMERN = - - ..,,-. OAMI W , T. *WALLATKNIS ARE ONLY VALID FOR BUNDMGS WITH A.$D. OLSFCN CODS .A, 11f _ OME'ND, $ w/ svEcs,c OENSfIY aF a.5 OR COWL z •k a •r.r m UP TO +53.5; -72A PST' AND PANEL'S LENGTH UP TO a'-$'. S *: SS AL PROTECTION 1'RODUCiS, U,C. °me a' "i GLOBAL PROTECTION PRODUCTS. U.C. °ram y i �. Ns, aoo aw a, STREET . {i OR1iIt{k' i 0 48M S.W. ai STMET !' • ., P ` 2. FOR NO. . 111 FRAME tA1ENS41YTOFb 15 O MEMBERS TO SYIFFTFIEIGt =P 1•� 14 Ir V fNc. �'4�FSS! Atiti. f aw a w. w mreua w e v s oN+ m a vmA eMtBa4kBa mar PIKE NO. x W/ sPEdstc DEr/sm OF ass OR t krAL yi `c A. s s ma vwW a„ma w « n am Ne4 aa,� a 71sfa 20-178 20-176 4 } .s yeaa w rAo m4kd aTaT >>Hr$ N ... .a oNUR+BN- Rai ,e:l.- aY .a- ewal. a.t CA-00087t9 - IIFMII fA-a9amla _ _ rA/At LNM ��ft 101LYER A 1aN N' P.E as-,H4r • flIR1 tk !Y N Y14TFn A. - Jr:, P.E ae >,.W , own era COMPONENTS EQ8 SERIES 2000 1000E-Z HANG STORM PANELS (SCALE 1/2-7 ) 25a1 - ow - 15.199' (TOTAL WTH) gg--2.23D' 2.597^---j.a,. 12.500' (OTEC!M wmtN I t 2.250' I �B ' 1 4" n1.354'•--I f�\ .07Y Ilip W lhKX HELM '. 3..9Q0• 2.2' §- ` �' I v j 2:SOC 2.000"• CALMwrED Sm Etl6E �f ' A25 I , So t 'Ll TYP. ASM A-=. 7• tA. + 23I4 { EDGE - GLACE so Ufa" MAL AT { 'j 1 v. L.t2ETALA -.--._._-_------ g r 1 'C,r . i ? + L«--...•.--- -----a.23D` 2 §---2.470" 041. (� STORiI PANEL � i . I3EIl#'B _h' TRACK Rf.YIw=Q 'II" TRACKIV- O RANEL'S ENDLip r/ NEMm EDGt � �. -.7sa r " 3' IMCAL 250 1-7Z HANG STORM AR _tl Aw 3.750" ITr ISOMETRIC VIEW QETAIL A 2.000' zatr ROUNDED CORNER O ENDS OF PANEL'S 1 END UP W/ HEMMED EDGE. 125' .750- I O I L 0kxt' •--••9" Haw. CL 1 i a ■ '^ 6061 TB A$Am, AtiaY F N11 ICK Cn ON a 7 ass irn.) d�?EN r✓ L1J ii ND 44167 ' 1 Q *; FLORIDA BUILDING CODE h VelocityNurrlcane Zpna j-•--•-.75D' rmm llum ND, Py Z y y' ATE flF 20 GAGE ZANIZED STEEL STORK PANEL $ 3' Mu.� O000 F T 3" 3"3Wx. A=. ANGLE g %,��9/ ^p �w /► GLOBAL PROTECTION PRODUCTS, U.C. iLhm- >ar TEAL ,r 4= s,W, st S SEr Z Tt' LONG ''/ MtNNss{ f : aAaN. FL. iiit4 Nb w, sw eawR 4c saw tY9gia (aa4Tt�.:r,sts, FA>A Na4k-mar 20-178 Q 6003-'M AIM1tt. ALLOY wn:,. m-,aw.w, " w_mr.: PE kf4WE '1A6 - �. OPAMFM A. OMAap0a7tJF„ PJE 1 t •. ANDS � or 26 SHEET NO. SH 1.2 MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL T LiiA LIFE SA GLOBAL PAbu MR 'm se VIEW Ove" TWO L SHALL Bf AS FOLL[TwS: 5 TTHIS O i SITE SPECIFIC l�xZ,,FOR REVIEW SA EFKYHELR To THE P;ED. ENGINEER. SHALL W. - f14-10 PANELNAIE f't)IAE m AND 21M. +/4•a 3EE toRET ,e ! 7A FOR A,K.s]ka IYPF a �� 1faE �,�, aPAmta PxI .anuArtas WIv woaD FAgi tnitaan AIA1pt >.rtsp 0#T s 4y1Nt+! � �. 1MMNAA ANt210R satuas Arm NamRA, EOaE OSTANCE ARC MDlAi6 W Tttla "mimsst tAeoe4 Cw.) 3 sa,mLaE FOR E0. LESS iNN1 amaxTCh ON tLnMr,1 am.,. roes Ba3 a sn�At RmwE ANCHOR SrACRta er ML171PI:YY10 aY•A,pND StKAWi ON E RCRM, FS 9140aalj RtN01F ND. BY TIS Fauawwa vAcTala. FqR TNW 1Rfl41TI0N To to Pos�E. RFDIkiO aBMFtaa IANW FACi+M SNAu NOTBE I�TFKN MWMJM BP,OBID arDOPA7E0 r[Nt LAW ANC1tOR'7YPE'ON ttlW 817NEOLiE s r xi yE" 3"fZ4 bYE NOTE 2 aAVOW) a W/ aR r4'/1'4� saF tE ANC#t0� 1iYE (SEE t+atE s 't. 3' Me.: 2'/24 T'f2a NDi'$ s a�7 tt'f24 W � I ,ihaa �9LE 9EOn� p 91EEt'�a �� Nm,. � g t" � $CNFaIAE aF SIWET �) {_ t Ma tM' 3.NS p END ifF91 1(2' , t/2•--, trr I � I I (N PAtCJ >Y� (arrepotF PANDJ ! P A 11 IeR� NLIIE SEf NafE 2, 3. # BiLIxV �FK11LBBAYAP'4 !f 1 2 laE1�6L, N6TEFt: VALE f-z MANfi 5TEx421 PANEL Svs11:Y1 1. E-2 HANG STORM PANEL SHOWN ON TltS Pff00UGT EYALl/A17a4 DOCUMENT (P.ED.) HAS BEER VERIFS� FOR COMPLIANCE W 8.7) tdlNo+UM EMBEDMENT OF TAPCON ANCHORS AND PANEINAIT fF1A.NF 2! h PAI4EUSATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2G2O (7tN EDR(DF1} OF THE FLORIDA NJIEDtNC CODE. BLOCK SHALL � t if4". DESIGN WIND LOA05 SHAL BE as PER S'ECDDN ta2Q OF THE ABOVE MENTIONED COt7E, B.2) MRiSItAF EMBEDMENT 4F T!4`e x 7f$' CALK-W ANCHORS SHAM. � IS 7fB"OdTO CartC1TET%. FOR A YRND SPE£0 AS REQUIRED BY THE Uil�a`DK7i0N WHERE Tl^tiSE SFtUII'TERS wILL � INSTALLED ANQ tsO EMBE[M4ElT' INTO ANY FINISH MATERIAL 9F%N!. BE,PERMHTED: FOR A a ASIDE -1a NOT RECibWAi1TY FACITM I1d-O.BS. � 7 AND 5)MiL D Fx THE GEED MAtDMUM 1/4 B-2O SS SAlEVIAtIt 90LTS USED SFUal BE LONG TiNOUGN(SNOUID ANY rF#NISk! MATERIAL E7$R') TO OESN;Fl PRESSURE RATINGS INDICATED ON SFIEEFS 2S & 2B. ENGAt� ,3f4' INTO ANCHORS. W ORDER TO VERIFY THE AlTZNE COSIIKi&SN, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWE $-tB HNAt4. BE FIRST REDUCED TO AS.O. DESK:$t WORT LOADS BY MULTIPLYING tHELABY a,B IN ORDER FO 8:3j tl4 CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wAti TO COMPARE MFSE w/ MAx. {AS,D) PEEK$# PRESSURE TUTIN0.0 INDICAIW ON SHEETS 2S k 2d% AN!'H. ORS SHKL BE kONG ENOUGiI TO REACH THE MAIN STRUCTURE. BEHIND SUCH PANES. ANCHORAGE SFN11. ERE. AS MENTIONED W B.7) AND W B.2). IN ORDER TO VERIFY T COMPONENTS AND P THAT ANCHORS ON IRS ED• fs RESTED WERE NOT OVER STRESSED, A 337E INCREASE W ALtAWABtE STRESS FOR wtNO LOAM WAS USED W TFIEai NeALY515. FASTENERS SPAf.RlO 74 wGW HAS BEER DETERMINED W ACCORDANCE WITH NA:S,: 2OTS• (C) 1FSTA,Itn FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECR7CAltONS OF THE ANCFR7N'S s4WitF'ALTUlZfR.� STWiM PANEL'S ADEQUACY FOR aiPRGT AtW) FATIGUE RE515TAf4CE HAS BEEN VERIFIED W ACCORDANCE STt11 SECTION 1626 OF THE ABOVE MENTION® CODE AS PER FENESTRaTHIN TESTING LABORATCRtr', INC. REPORT iF 2032, AS PROTOCOLS TAS-2Dt. it. R SFMLL BE THE RfSPONSfBMY OF THE CONTRACTOR TO lffitlFY il$ SOUNDNESS OF PFtE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203, 6 TO BE ATTACHED TO INSURE PROPER ANCHORAGE l)f15 SHUTTER SHALL q�$.Y 8E ATTACHED TO CO1lCRETE, BLOCK OR WOOD FRAME BUBDINCS. 3, MIS SYSTEM FMS BEN PE5M.dm TD BE 9VSTALlEO ON Try OtltSiDE OF Ttff OtsENM4C ACCEgSiNG 1� OPENWG FROM 11sE R+9oE W/0 THE ILSf OF A tA06FR fKt I.aT• TAG APPLIGTKNI IS YAUO WHEN INSTALLATION IS INTENDED TC BE PERFORMED IS. THE NSTALI,10.71DN i:4rtFFRACCTt)R IS TO 5£AL/CAUI}C All SHUTTER C6t;IPONEHI' EDGES wFMa1 REMA9i B4 CONTKFIl0U5 FROM 1HE 1N51� OF STRUCTURE. WITH 1T,E 9UB.Da46 TO PREVENT WIND/RAIN INTRUSION. CAtRFS AND SEA. SNLTRER TRACKS A4J. AROUND FULL 3. SERIES tOOQ INSTALLATION Li APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WWD0w5 WHEN W"iTAlA71aC IS REaUWED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE i3. STORM PANEL WSTAIlAT'pt1 St{ALL COMPLY wffH SPECS INDICATED W TFOS DW1WNaG PLA1S AN'r 1)tntOMG AND 20NMIG REGULATIONS PROVIDED 1Tt T7� JURtSD�iION WHERE PERI$t IS APPLIED T0: 4. SERIES 2Q00 INSTPIJXTK)N 6 TO SINGLE Ax10 DOUBLE FRMG AND 1�RIXOMAL SOBERS STYLE wlrti30W5 WHEN INSTALLATION 44 REOUNTED TO iTE PERFORMED FROM THE INSIDE OF 5tRtAGttR4E. f4. ATRIUM Wai00w5 AND DOORS, W. E - 2 HANG, STORM PANEL SYSTEM- IS P1tiNtT P2)dlq- 3. ALL. ALUMINUM EKRTUSKTN5 TO � aQa3--TB ALLOY AND TEMPER. (UNLESS OTHERMI6E NOTED)' TIaS PROWGT EVAJ.iIATIQN DOCUMENT (P,E.D.) PREPARED BY 'iti15 EtKiWEER IS 1dENERIC AND D�5 NOT PRsyVIOE M!F(liNIATION ECM 4Ri SPEOIFlC A PR CT; i.w WHERE THE SITE COHORi0t45 DE`.YUTE FROM it1E P.E0. S. ALL ALUMINUM SHEET METAL USED AT #OSURES SHALL HAVE 37(M-H74 ALLAY. (a) CONTRACTOR TO 8E REBPPNStBtE FOR THE SELECTION, PURCHA9E AND MLSTAIATIDN INGLUDING LATE SAtxTY OF 7: ALL STEEL SHEET METRE PANELS SHAit. HAVE Slt$rCiIIRA• 41IALTIY STEEL. A51M A-653 GRADE $D Min,. CALYAN2ED STEEL THIS PRODUCT BASED a4 THIS P.E.O. PRLWdDED HEfSHE DOES NOT DEVIATE FROM THE CONDITION DElASED ON 'DESIGNATION w/Fr« Sa.S Rai (AFTER ROLL®). THIS _ , CONSTRUGTION SAFETY AT SITE iS THE CONTRACTOR a. ALL SCREWS TO BE StANiEs$ STEEL 30# OR 3ta ASd SERIFS di CARRpStON RESISTANT COATED CARBON SfEEi AS PER DW (c) THIS AROLxiCTEYAkUAT1Gi OOCtRAEWf WILL � CONSIDERED INYA.LID �• MfliNFtEO. SDDtB w 5 f SO tal W D Na YIELD STRENGTH AND TENSILE STRENGTH d, StrMLI COMPLY FLORIDAFLOTIIOA BUAARIGG00E SECTION 24111: 4 ! / 3' � (d) SITE SPECIFIC PpgIE0T5 511A11 8E PREPARED BY A FLORIDAELORIW REGISTERED ENGBiEER..OR ARCHOECt WHK:H WILL 9. BOLLS TO BE A51M A-307 CALYANt2E0 STL'£1, OR AE17 304 SERIES STAINLESS STEEL, wgflt 3$ kai MINIMUM YIELD STRENGDI. BECOMEIRE T?KAHEER OF RECpRO EA.R.) FOR THE PROJECT' AND WHO wiLL. 9E RESPONSIBLE FOR THE PROPER tO. ANCHORS TO WA CONQa1E McMdw - aDxOW.1c p V �• � W1H1' LO) 4. cra �ppanE �� apM�1{ � tGf� �E l� >R�jnly{Ea Dw tsesl nl �,4w,• fuAs� ,xIKIRw a eaET >!+i # ��ti� 4 ppL t sAr-�7pm�(C FAt § �-•- T"n rat rouMa ,T - 6i wD a ii l $ wnealE lA}L R lLe41 'S ` F a � -I f�4rHe � 'l11VA ��P erd. NPE 1 i I,�iaa'WTe �Lwirc t 1 aN WNE1 23,Ta j ( 10 t3A33. F p!#M-asl/#' !1 N I aN 9lIFkT 9s j YNYat1eN 1 1�[/-#p9•pwaR�WWry �W #• TD 0lA,dC � ) �#4-aas/4• Rf °GW�I I � t �(+1 � � Ilgk 1 9riW�o e T O.ERIAP � s410 M1f • i iF I^'�jpq� � i 1 { «• t 1, r* et 1 T fi �s�swaT., _- IAAxaAUM AS.O• DE Max. tat T- M A ro T9iGP Per (sEz 466A -75.3 70, OR I.n$ '2 D/itr EXXLTm.• i•. 2',.'26'. 1'W. 2'W & 3«4 +64.0. -1S_3 70' OR LESS 21.1. 80LTfD • 4' & 4'W YSASIO iRDM ~BOTTOM PANEL 8 WINORA/f A7 0+1ERIAP k 401w OF PNi2: LOGIN '_.-... r -;«!.,3 N; h; "'T _. a IVAI',4..� .w «. !+... : 71 A;t, .:.: i ' =; }:•I, ywa L+wE i3i- A MNXBAUMDESIGN AS.D. YAXmw ACHORIE SPACING FOR 6 M- - 3 1/2' "• IPPUCAPIX TO 9ECIIOB e ANY CG1mINH11DM or THEN MAXIMUM PANEL � HILL. TAPOONs CALK-INPAl21.M4TE FOOLSq RAMIELAP3E PLUS TO *70mu TO CONCRETE% Ta OWCREIE 10 OWQRM: 10 COK NOTE 70 CONCRETE ti7 CDtNCf1ETECONCRETE TO IKLW 12` N/A 12• N/A 12, N/A 12, N/A 1' & 2' {TOP) ss.v, -7s.3 it* r * 10' 9' S" 4' S" 4- 1' (BOTTOM)SEEKS + 70' OR LESS 12' 3' 12, 51 B' 6• Ir 8' If BOTTOM*am IQGO f N/A /A NIA --- N/A MIA N/A N/A 12 t/2` 11' V (B4071010 7• N/A 6 1/2` N/A 4 1/2• N/A 4 1/2- N/A 3, (TOP). I 12- N/A 12, N/A 9 1/2" N/A 9 1/2- N/A S (BOTTOM) 12' N/A 12` - N/A 12' N/A 12` N/A 4` (TOP) t2' 9 1/2- 12'... 11" Ir 11" 4' 0--ow-1 TO 66.0 µA.t. A.S.O. DICLON PRESSURE RATING. ♦SEE INSET 25 FOR ANCHORS TYPE & SRC FOR NSTAUAMIS In0 WOW :RIa1RKt ANCHOR FAGS An MWaNUM FOGE WBiAF1f:E ARE INDCATED GH THIS SOMAIL FOR E0. UMS THIN WCKKATND ON Sf3fE01I,E REDUCE ANCHOR SFACIFG BY MULSKYWO SAAOONC SHORN GN MIMAA.E 9Y 70C FOLLOWING FACIRIL, FOR THIS oPmow TO K F'0591" REDUCED smom6 ORTANEO U9 IS FAGOT NOT K UPSS THAN MINIMUM SPACW NIXCAT O FOR EAi9H A/Npi0.4 TYPE AT MOM UMILL ANCHOR TOR 1/4i 1/4. 1/4.0 1/41L UPM RANGE 0 Put G11FM AM. A,tmoN sPA®M NFL) 3 3 3 2 ,/A tONa,LYAOtt at-d. 3 3 3 !' IAA, MN ta,cal. eras 41� 3. 3 H/2 :. a Fla + AMA CA RIONol1 z 1 '• - - .aa 3 f 1 + REQUIRES Max. INSTANCE BETWEEN BOTTOM OF PANEL N AND 0 70 1E: 1/2' vl"'.- ++ REQUIRES M/ DISTANCE BFTIYEF.11 BOTTOM O' PANEL ANDWC3/18" Max. {SCALE 1f2®1-. : -..-._..- 15.125' MAL 12.400• ((E7Yf8GalW WIDTH' ar•----d k 5 --• 750'.- .5.E INVERT)-� STW RNflt k Ile (TV.) (TV.)--j t.SSC i. 1350. OA*4* b THICK �' �J $ i t2�60' I I 3.J7b' 374 - 00' i 't 10' 8` t.d7/' �4 .t2S' t l[Folom r '0 1iuY 21tR mm) 1.500 •86d' k EDGE GALMANZ GRADE s0 M015404 •2..i110 .004' i a•. 1.015' -DETAIL A C-tO QFLV. _--.---------- � - t 0B4' "t"�'%YP.) t•'--%-t25 (�••) 1.350' Q) STORY PANEL. 1.35d' 1 ;E; A__ L`-_L_ -2.000'-.-••+ i::375° PANTS SHALL SE ISTAUka HAWS FROM HEFT TO RIGHT W/ I/r us AT SO AT MAT WE OF PANEL � "H" HEADER '"_TRACK AMU WITH STUD W/RtEMLTED EDCE t4T.M5- •'� t33`. 0.270' ` (- i 70' k -.-�.. - I..:Bull fx11VAMZEO STEfl.. " YJM DETAIL M f �+ OR .� ROUNDED CORNER b ENDS OF PANELS .LED .13r, -1 t - AKA .OHS'• 1. C ...: (w END LIP W HELM EDGE. �N.r sj... _�a'd25 "P. em,nt .125' 3.780' 7r I :OB7• 087 750' 1 { -) -���� Q 3t11�r�LI• WASHER {iB-HTs4 ALUM . ALLOY EBaE of PA+aL � KEY HOif. T P EEL .YAiiSiia 2.r24 I' 754' ei3 .SEE $Val d MR ADDITKAK 1F MOTH 1.250" I��, W � .376•.Q at �EA � .,,�-,,,.t2S' 1 (TYp.) a:.taR•a ONLYAiaxs I T � ONLY VAA1 MR IAi7N.lATiONG MT0 R INST W000 STTIMRNNES. " " 1 2A )v 1.O6M 0 � " ' 2.060- I j A nOC•. 'L _ � (75D y k k # HEADER I 1-. ® �t (TYP;) 1' MN.. TO }" Mar:- SLUM 1" MAX. (� A 2.000' ",1" .374' 3.Om' -d• 80Bt-18 :6AQY .Js_4r--1 •.275" ti.J N\N 71A./r TRACT( 1 PdNELAN�.t.�cER (1 1/4-,i) I adz A70" NtlN: F" .125' .580- 2 $ 'p {•--M91MN. 2.000- pprp 4 1?3 4 1 CEIV (USE ONLY FOR E-2 HMO STORM PANEL ,Z ''.'{• `Y` ' SYSTEM) 6063-TB ALUM. ALLOY 1, NO. 44167 -: S FLORIDA BUILDING. CODE Qlan NR h Velocity NNNTr)aone Zane _- ° 0lrttem Pc 24 tH� GALYANIZED STEEL Stalttt PAID (TYP? I 1.201'L a Gsura Br: ,f_.._2,Mp•--_„ ' SEE SECTIONS - --) =•- MdN. 2M4 s a .. F- A A Y a 1lL ECC wawa GLOBAL PROTECiIONC 400 M af%]3JtG9a PR(JQtiCM LLC. „ro gW . a1 ti41Ra't DWI..-FI. 333T4 1 BUILDArS3i1T 'F* G�!"'w;�7 4 BUILT? -OUT` 'F" TRACK 1 d( 9j�" D MMUUT � PHp ,.. r- n w wMRNn (ae«)a� 4rAr 4tl0� 7asp H,a (saHud9•sre7 2O 175 t4x as,X TOWEL It PMNII+dN- TRACK MOLE '•� (ZAMAC 3 ALLOY) P.E. E WAIEWa 1M3RTk' PL r NeR 2 is w Nli4i. E.D. - EDGE DISTANCE NOTE MR L OMBINATR7N OF-ELTION-, (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (,D.-_(LT WALL MOUNTING ��Aa1 SNEE1s 9 & ,5.1 �� sGLE 31d-1- ?. m ANC. D 44167 Tma, • - 24 E GALY R STORM PANEL - (,a4G AN ED STEEL tTE .•, n",rto.Wr STATE () r - LOBAL PROTECTION LL j¢![ J j� J � �N AF�t PRODIK:TS, 20-175 kaMR01a Nx TuaaFm • r ►: i' rrr rrr •;., c.:_ MiHNIP'w44`! IliIT ACTT RL 0YET6M , w 8 rtWE to BBDW) f4 6-arW I SGaEWs a t � e 1 2 Mtn.. 7,1NfrAOEO PENNETRAI�X O QF PtfiC AT sFiaES TOOK 2) 74-1a' RLV16lum PLUS W M(R -t 7 wo ,e 1 a a SEA Iwo 1. NSTA 1ATjOX5 ARE ONLY VAJD FOR WITH AS.D. DMILIN LOM UP TO +86.0, -7&3 PIN AND TPANEL LLOW N UP TO 5'-IV. 2 FOR NEW WOW FRAME COA57RU CTIC : WOOD MEM I E'R5 TO BE SOUTM FIE W. 2_ W/ SPiCO IC DENSITY OF OM OR €DUAL_ ^a£ 9PECE.W.O. ACAIxgg AYB R FOR I GP 84R. (�i AT TOP WELL As PA1EL7 : (D COIaffC . Ta TSAOKS O7J 0W�A3 80TTOA, BA9E0.. lam aR soW OSTALLATUDN TYPE tN FET M= MR mM"emveN a 4crv,xsN- j TOP A, BDTMM WOUNTIMM 001 BE COMIM N ANY WAY vo %v ANISAUAT NL Wrm,TRAM :OHM* MAXIMUM PANEL LENGTH "L+" OR "L-" Itt.) D MAXIMUM RSA. PREP RAT'M (P.-0 (+ « -) CONCRETE & WOOD 9STALLATWNS t Lk L _ 26Lo !2'-0' tY'-b' 25.0 t2-G' I T =r .WcO YT'•+a' TQ'-r 3J:0 to-10• TO'-0- 4MD fo`-mot' 81-1. Nab 9-a' NY-2• saD m0 a'-r a, Ir saa a=3` 7-r Tao r-a- r-0- no r-6" r-To' sao r-r a=r 8.e 0 r-a' B S' Ame 6=9' 6'-2' 96.o 6"-0' 11141 1o:0 6� to" a=3' S'-9• Y 70.0 9-r i LSO 5-e fd2:a r_'. 1Nn---� , . .....engsn.- E : SNUTFNR TRAGLS FSIT SHOWN FOR CLA41tY ALE I 1VTTt4 TRAMM III QD_00 211 D.M., 3O, DIRECT MOUNTED AT FJQH END= MAXIMUM PANEL LENGTH �• Qk Gr MAX L+" OR "L " (Ft,) 0 MAXMUM AS.D. DESIGN PRESSURE RATING (P.O.F,) (+ or -) COWcRm at WOW NSTAUATORS t L+ L- 2aa 2SQ HR'-fO" 11=T mQ I1-s' Fo•-r 36Q PO-YQ• 9'-Q' 40.0 9 -a' 9'-2. 4&0 a 1• a'-7' Sao 5:A0 00.0 a•A- 71-6' Sao 9 e 7=2` and r s' a-11' no 7=2' 6'-e' Sao r-0' B=5" b as 7 o s�T' 95.0 6 7• 5-10, Y 0 s•-r s-r 105.0 11A0 1150 - 4--NO- tt&5 4'-a• -.. MINIMUM SEPA&111DN TO VIA% SCHEDULE AAL�tDMiTfl WIND SPEED 4 170 n1.P.A WIND SPEED > 170 M40 (ND) UNRESTRAINED RiSTRNNED URRMTRANED RESIMMNED 30 OR LESS I. 1' 4" 8 1/4-. >33 YO 90 1• 1• 7 Ile 7 lIr >9010 145 1` i' 7.1/2• 7.1/2-. .. a A �11x iTr1 �T� *�7iri►i4I�°I�lil:iif: «�«•7 t•ItyT•i• ..L1t [1CL■ IILIEC O R. G ""HORS (SEE SCHEDULE ON -- SHEETS O, 10 *11) AS PD CM vim HEADER, 4'i»2Qx3 a` MS, rx--ily1' S3Ls. t& END OF DETA. I/24 h 7 "I"kI- '�"'fl61TMX l••-.'TARE TA 2 XUT O 12` o-C Ili'} LAQ sCll'1Y5 a d' 0C. R/ Wiff70¢D PERETRATON AT ON 09 INUAUAI1KOxPEO OF TE - � • zF �ISLiA7WE ALTER1ATW VIM SCALE 1/4'-t' 20 GAGE GALVANIZED STEEL STORM PANEL F,P. an .OBAL PROTECTION PRODUCTS, LLC. n/>s 0ac 5.9E sI SnW '4 PNaI _ (•I•)/ T343. FA . (054)6 .6797 20-176 3/4, 4/5, 5/5 & 6/5 , 2W/0, 3W/7 & 4W/7 , r-1r-T--7-r-r7-T-r-r T-1I D.M.,Q.(' - - - - - - - - - 4 - - a o 0 �. OC@ 3 MAX - - -I. MN I 2/4 11/4, 3/4. 4/5, 5 5 & 6; iWB 2W6 3W7 & 4W ---ANC'NDRS (SEE SOHEIW ON SNP.ETS 9. to 411}-----------�-�---, REGULAR STORM PANELELEVATION 2.N38T N.T.S. i/4' (AWL to RAP -1 ANGLE WLM ARE O. 44167 i ,ALA/ TMTfiCi. W. 24 CAGE GALVANIZED STEEL STORM PANEL oA F.P. A nTEOP * iL� �wNa PROTECTION PRODUCTS, Ur- 0710 M We C! . HNO S.W. eH H .,M1MRT 'f. ¢` '. gRIOp .: "� / •z4,s 11dk 1Nb w 3eM taY>w, awaPl A aANw TWIN& Fi. w ,.4(•r.... .,._.a4('.ar'�' __.,....__....�.......•._.... .�.m,.4�,...x...r...xa"_.,a, 20-lay INZQ W090 STRUCTURES 71 � % . SEPARATION , �1J WOX1 ANCHORS I TO MluS. t '' ` SDHWULE ON w" 1 t4'a-m+1•----(SEE SCI#DUtk t/4'0-iWt' ,. SNEER' i1) ,✓ i. '"'" 1La. Fa9P axis 1 '�ON SINE)` 3) I EA o a 1/4• aa. j!WAiL�t G;({ {4P iNNO. MTNWI AAA 7-a't ^.------`T j E 'L' MEN. EXISTING RWOOD HEADEREQUIRED �rs 1 WOAD ANCHORS I \ I(� q 55M PAE7. LENGTHUI scRotai `. 1/4` (Sm 04- SHEET . _{ ( vi _ ON SHM le r SPACER MAx 1 ED t' MAX. MO ALUkRUM SPAMRS a 12 IIV ('SEE TABLE SHW 11.) O.C. 11 ON L Min. 1 1 SEE NOTE BELOW FOR LIMITATIONS FOR SEPARATION i 'L• w I 1 I I/2" F,OF&r' S lam. !1 --•• PANEL IN PANEL t•FJrGTH ' j (SEE SCHEpI3) w T (S Ulf i 1 (OH SHEET 3.10=LL DO SHEET 3) _ ON S NIU ) ._-.PANEL MATE FEMALE ID OR PANEL VALE )..._ �/�� T--.__ - __ _ -. I" (SEE SCHEDULE OR SHIER 11) I'M,- ie w Mtn. I I AIM 1, FOR FORM EXISTING smwm WOOD taAN1t ^•`S .,..-.T TO GLASS. i j PLATE REWIRED�- �ON + $HEFT 3) I ( DIRECT MOUNT W l 3WERAA ALTERNATIVE 2WV' I SCALE 3/8-1, t T �•" :;�. - SEE TABLE it ON SHRRY•it 11 FOR MAX. PANEL LENGTHS & ( 50S 1 O 12 1/2` O.C.00 } MAX. A3.D DNESG4N LOADS FOR THIS INSTALLATION. 1 OF .L. ED MI 1 - WOW ANCHORS EO t [ AG WW snw 1k * wwase f ) (SEE 9C}ifD ON SAAM aA War W I llr IONIC W. " .- ,... ( I 1 SHEET 11) (1)/KD9JADli S LW= TO A ONE 6TORY 11MIUMM SRN W-W I LSAT nFtio 2"x4' WOOD )) ( • . t,:/ f IS A NNStRCRONI TtlFN.AX i , f I elMnaw IHRNf1 Y NarwtFO a 84¢T ,1), PLATE RFxSU1RED WOOD AWCHOR6 T I' NMI. MPAM;K* TO IYA58 N4RWTTTi g N4` WO00 •, 4 ? 5T'AAGERED Wf STUD w2) ANaUNMa TMa H%aa'aaFNT M C'Alkt ANTE PfMKc is OR , I Oi T 3 W IW I±1 1 4' Aa ELATE REAUIRELY. 1i (SEE Ui:E ON LONG As 1ME FaUAWWe - ARF 4Aul. MVF'L+t ) aM4aL BE. W56a9nN A7 a 1/4- a:G: L, ? k SKEET t i) F9AVLK0 TaDE 6 ItESiryCllal FraM 12 I%2' FAO. 1IDMpND A1Loa0T OX { OHM I 1 (1) WEAR)+0 ! (3) MAR 24 OMW PAWL LDW H 5 UNITED 10 W AT ANY OPENING (7.) ewmm smos PMa UMIN 6 em9 u . N650 lf)x FROM RADAR NWtc. tRNGnMH MdGIFD a S NA"- 9aBalt it). ALTE(3) STOAT PAIL ISiAMAAN 6 CN0.1' (4) 1 ilY oats SLUR CWPaltrr yN,1 ffiMel BF A4 IN0100EU ON SCALE 3/e-.1' A a 9EfMUATiaN aF 1 Ili' TONS SPACBL at Iw aa:X IRA AN ODMTRND WSW FM1%.1MLL WLS fpl WID 2OE'I i, 2 AiG 3 M gFfM 0 8r IOYN SCALE 3/8-1" (4) RSUWLMIQN Aka O4.Y iaR WAND &JUNN arMiawD ANO THE {T1A RMIpN) dF 71E FIDNfY. NRJ7W9 ODDS WI.•d0.T' s k 3 PIR A1RM F 11NHNI(k ,•�F� A it(�,r 3MCEM ;rs t5: FLORIDA BUILDING CODE Hon FI h Ye)aai Hurricane Zone .. INSTALLATION ARE ONLY VALID FORA.S.D. O 1 T1O O CTIONS. 1. INSTAL L MAX,MtAX, mTEW. ND. . No. F N. N _ 44i6 n�F (IS DSM4(I -F' �. 7 24 tiA9E GALVANIZED STORM P PR RATING :LILT L STEEL STD.. PANEL DESIGN PRESSURE RA AND PANE LENGTHS nIM1111 an (p } " s 1t - * xtAr"iA",ANw AS PER E 2W) LIES ON SHEET 3 (EXCEPT FOR 3 STATE 0 i"T �T _ INS. GLOBAL PROTECTION PRODUCTS, I CG. %ate COMBINED IN ANY WAY TO StiPi` ANT' ALTERNATE 2W") TOP I BOTTOM MO AY TO CAN ANY INSTALLATtLlM. `• i3 •,NNW sr, slsrglxl -'T)gRIQ & HX,te• 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD y '' • ta"Lty xa Rem A4 er ,tlwa attmq a Axa SAME FL mu 2G-175 ......: �•.••• er,-te pta nw,m.rr=paN n,-,m MOM(aM)6N-7a�M, rM`r(W4)FIs"4P47 MEMBERS TO BE SOUTHERN PINE waa 2, W/ SPEGYT•1G I !� ... w-w."t DENSITY OF 0.55 OR EQUAL. rNNNhRt Ta-Dona7Ta t, OON A. WOLSFR A 1RkT1' Jry Pd a ato tF- i MM11 a O T4 :h Q. PI1e naaOA! Um &iFf7Y ! [-7 NiN6 • 1MlN74L (C) 70 EXt52RJG MbW [IL- <PSCSN,) 9RhllliY c 0 YdNl.t; 1, STORM PANE. SHOWN ON THIS PRODUCT VALUATION DOCUMENT.(P.LD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - l/4 C TAPCOH ANCHbos, AS MANUFACTURED BY E.T.W. 80ILDEX, INC. STORM P NOT 1 AT HIGH WITH THE 2020 7tI OF THE FLORIDABUILDING CODE- TtRS 5T ANEL SHRLU. OE NSTALiiO - t - P { EDITION)4 fo PASmwRE FEMALE B AND ANELMATE ANCHORS, AS MANUFACTURED BY Et:CRi CONSTRUCTION PR401FCT5. PLUS AGPU ITV HURRICANE 2OliF.x^ MIPAII- MD COUNT�'S. «. t "f .0. VELOCITY D!4!E / 4 TAG SCREWS PER N S. ( ) SLEIGH WIND LOADS S P CODE. FOR A:BASIC K DETERMINED AS PER SW OF THE AGLOW M10VTRO - 7/96"0 X D/d" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCdHEW. BLX:T'& SF£OAET'f W. - FWINDACTOR BY T PA EL FORA FACYOR SPEED AS REQUIRED BY THE JIIRISDIGY,ON WHERE STORM PANEL 111EL EE N AldiO. At•I1 OI2ECDOMMTY A INSTALLED, FOR XD-OW, USING ASM 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS.D.) OESION PRESSURE RATINGS INDICATED ON SHEETS CI) IAAMAM TiREEWED I MINATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR RM PAKEULATE PLUS 3. 9 THIRD 12 & 17. 1& AND PANELMAI.E FEMALE 10. N ORDER 10 VERIRY THE ABOVE CONEXION, ULTIMATE DESIGN WOO LOBOS DETERMINED PER Asm 7-46 SHALL BE FIRST ROOM TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEN BY 0.6 IN ORDER TO COW+AE THESE W/ MAX (&S.D.) C.2) MINIMUM THREADED PIENEFRATION OF LAG SCREW. INTO THE WNW FRAME UNIT SHALL BE 1 1/2-. NO THREADED OEM PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17. 18, PENETRATION IINTD STUCCO SHALL BE CONSIDERED AS PART OF THE RECIUERIED THREADED PENEMkTiDN, IN ORDER TO VE RO THAT ANCHORS ON THIS P.C.D. AS TESTED WERE. NOT OVER STRESSED, A 33Z INCRC45E IN ALLOWABLE WINDS WAS )EAT USED N THEIR ANALYSIS. FA9'CENIERS SPACING TO. WOOD HAS BEEN DETERMINED N C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K. AS INDICATED IN THIS t'IRAWNNO SiTLF.GS T%1R WIRE -. TITY"ACCORS ICEFOR N D. ITH ND.5: 2016. STORM PANELS AOE004Y.MR IMPACT AND WINO RESSTAMM HAS BEEN VMMM IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MOO" PENEMMON OF WOOD BUSHING SHALL BE 6/8". 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LOW MINIMUM THE ABOVE MENTIONED- CODE AS PER AM SIGN TEST LAB OF SOUTH FLORIDA REPORTS ID814.01-01 AM 1021942-09, AS SHOULD stucco EXIST, AND 1' MINNIUM FOR WALLS WITH NO STUCCO. PER SSTO 12-99 & ASTM E 330-02 STANDARDS, AND AMMCAN TESTING LAB SOUTH FLORIDA REPORT 11123.01-10 AS PER TAS-201 AND M-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1804 OF THE C.5) IN CASE THAT PRECASt STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING kiijEUk FLORIDA BUILDING COM WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN BEHIND SUCH PANELS. ANCHORAGE SHAL BE AS MENTIONED IN CA), C.2) & C.4) 2. ALL ALUMINUM EXTRUSgNS TO BE 6063-TES ALLOY AND TEMPER: (UNLESS OTHIORMSE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE !STALLED FOU.OWNG ALL OF THE RECOMMENOATONS AND SPECRFICATXINS OF THE ANCHOR'S MARUFACtURVL 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3iQ5-HI4 ALLOT, 8. PANELS MAY ALSO'. BE INSTALLED NORMONTALLY FOLLOMNG INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 80 MINIMUM, G-8O GALVANIZED THROUGH 5) EXCEPT THAT HEADERS(• &% SHAt1 NOT BE USED. 4. ALL STEEL SHEET METAL PANELS SIA/�Lc- eH�AnVE STEEL DESIGNATION W/FY- 22.2 W WIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEER. 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO RMIRE PROPER ANCHORAGE. THIS SHUTTER SMAU. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FROM BUILDINGS, SOD18 WI 50 W YIELD STRENGTH AND 90 W TENSILE STTTENOTN AND SHALL COMPLY W/ FUNIMA BUILDING CODE SECTION 2411.3:3A. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS I, Z 4, 9 6 AND ALTERNATlYm 1W, 3W & AW ON IIEVYHAVE A LEGIBLE AND RE�IY �N�E OWNER OR TONAW TO & 7 �PAPPLICABLE 6: SOUS To OE ASTM A-307 OALVM92ED SIM OR AM 304 SERIES STAINLESS STEEL; WITH 36 k01 MINIMUM YIELD STRENGTH, SECURE PANE 5 RE »fi7RCElAENT DURING 1kMARARKI NCNSTm=NG 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLAH NN CONTRACTOR IS TO STAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RELUNN IN CONTINUOUS CONTACT WITH THE SMOG G TO PREVENT WI D/RAN INTRUSION. TO. EXISTIN fNtlltFD. t.ONGREYE: - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (Min. Fa-3192 P.J.) 12. STORM PANEL WWAILATION STALL. COMPLY WITH SPECS INDICATED IN THIS ORAWIHG PLUS ANY BUILDING AND ZONUU; REOUWIONS - 1/4' 0 x 7/8' CA}N-,N' ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE ,RJFOSOICTION WHERE PERMIT IS APPLED TO. - (min } x 3/4'2300 P43.-SET ANCHORS, AS OMYRIBUTEO BY A.T- POEM SCREW, BOLT & SPECMLIY CO. 13. (a) THIS PRODUCT EYALVAT10N DOCUMENT (p.GD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWOE !FORMATION (NIn.. Fc YWO tA4;L) MR A SITE SPECIIC PROXOTT L4. WHLNE TW SITE CONDITIONS MWIt FROM THE P.EO: - (f14-10 PAFNELMATE FEMALE 10 A PANE1lAATE PLUS ANCHORS; AS MANUFACTURED 8Y ELGO CONSTRUCTION PROIIUCTS. - 1/4"0 ZAMAC NAL N ANCHORS. AS MANUFACTURED BY DENALI, INC (b) CONTRACTOR TO BE - FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY' OF THIS PRODUCT BASED ON THIS PXD. PROVIDED WSHE DOE$ NOT WAATE FROM THE Ai) MINIMUM SMBEOMENT OF TAPCON ANCHORS INTO POUTED CONCRETE SHALL B E 1 3/4% 2- FOR ELAN PMIELMATE AND CONSTRUCT" SAFETY AT SITE B TI C S ESPONSIBRTY. CONDITIONS DETAILED ON THIS OOCUMETNT. 1 3/4- FOR ZAMAC NAILN ANCHORS. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSOERM NYAUD IF MODM. A.2) CALK-N & SOLI) -SET ANCHORS SHALL BE EMBEDMEI 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO o 4° - SCR U BE 1 1: • G WIMMUM SHOW STUCCO EXIST STUCCO SFA3, BE PERMITTED. I p 20 SCAMS USED SFtNu 2 IOYG tl 51tE SPECIFIC PROJECTS SHALL � PREPARED BY A FLORIDA � ENGINEER OR ARCHRECI' WHICH WILL BECOME THE {) AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR. ALL. THREADED SCRMS W/O HEAD. ENGINEER OF RECORD {E.6.R.}} FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE P.E.D. E»GINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PLED. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPWRC DRAWING$ FOR REVIEW. A.3) IN CASE THAT PRECAST STOW_ PRECAST CONCRETE PANELS, PAYER'S. STUCCO OR WOOD BOARDS BE FOUND ON THE CASTING WAU. OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (6) THIS P.E:O. SHALL BEAR THE OATS AND ORIGINAL SEAL AX) SiGNATtft OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN Ai) AND IN A2). ENGINEER OF RECORD THAT PREPARED T. (a) _ I& SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A HEADILY VISIBLE LOCATION AT STORM - 1/4' �0 TAPCON ANCHORS A5 MANUFAC€13REw1 BY I. 7. W. BUILDE`7C. INC, PANEL SHVPIER IN AWOROMM WITH SECTION 17099.2 OF FLORIOA BUILDING CODE. .ONE LABEL HE PI.ACED FOR R1' OPEWI»0. LABELING TO COMPLY VRtN SECTION t7D9.9.3 OF THE - 1/4' 0 x 111w CALM-iN ANCHORS, AS MANUFACTURED BY DEWALT, INC. FI.ORMA, BUILDINGCODE.SMALL - 1/4'0 X ve SOLID -SET ANCHORS, AS DISTRIBUTED BY Ail, PONT SCREW, BOLT & SPECIALTY CO. - 014-10 PANELMATE'FDAALE B AND PANI'LMATE PLUS 9401'K�iS, AS MANUFACTURED BY ELAN CONSTRUCTION P✓'tOD11 Bff ITN 1/4- 0 ZAMAC NQUN ANCHORS, MANUFACTURED BY DEWALT. INC.. - AS a •••��••~rve RI) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAL N NUN ANCHOR. INTO THE . { FLORIDA BUILDING CODE High VelocityHurricane ZOns BLOCK UNIT SHALL BE 1 1/4- ��.• UT� 8..2) CALX-IN & STUD -SET ANCHORS SHALL BE DWEDDID Z/B- INTO THE CONCRETE BLOCK UNT: NO •6Y7p44 6% a � "" 24 GAGE GALVANIZED STEEL STORK PANEL _ STUCCO SHAH.. BE PERMITTED, 1/4' 0-A20 SCREWS USED SHALL BE T N/r LONG MINIMUM SHOULD a DUST, T} .��^ e"r.. "--------�•- L AND I- MINIMUM :FOR WALLS WITH NO STUCCO. it STATE' 3L` --�-%- 1IL IE C 0 w1Rc. MTE'c PRocti rs, uc. 133) IN CASE VAT PRECAST STOLE. OR PRECAST CONCRETE PANELS, STUCCO OR WIND BOARDS BE FYN.F ' CgRt x " 4m sc s, 97T ANAL NL SST,. DOSING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH TFIE MAIN STRUCTURE �HMVQ SUCH P�S'.. •'�\ PHONE: (W4j�-7I+6. M i0I4)M-SM 20-f75 ANCHORAGE SHALL. BE AS MENTIONED IN ELI) AND IN 6.2). 41' /gHAL cA-mm'R -� ex IXMWaa Na: hAAkrtkNlNl PE. SFMJMNMiLp6/OaE ,N.TEI A 101I Nr. PL mP n-1" s` OHM I OF m �ALLATION DEIA•I.LS FOR REGULAR PANEL G -wlPOURED CONR;REIE CONCNETE BLOCK POUM CONCRETE ' -OR CONCRETE BLOCK Rom. I RECUIREM CONCRETE ANCHORS (SE SCHOOL" ON SHEETS 9 THROUGH 10) 2; CONCRETE: ANCHORS (SEE SGTEDULE ON S}1FETS 9 THROUGH 10) - r- +� DUSTM POURED � OR ,l TE BLQf,AT(, � REflU1Rm. j 3 T j2• Ile T/2' t/4" ....� r c a s CONCREETE ANCHORS E SCHEDULE ON t SHEETS 0 THROUGH TO i 1 j 7 1111 t T 1 r N 9 t 1 Ems..„ _.-.L t(4.0-;Ga;' Dan 4(4•h_�`t',� - I SEPARATION To LDS& / 4L SEPARAIM D i oft 7-0 EXISftNG C S _ osl 1' Max, (SEE SC .: dN StEEi 3) -- .'�'�..- _ t; GUISS I ON SHEET 3) I CSEE 9 LENGTH LE 8 E wMtn. SFPARAYLON 1 'L" Ti.-�.. ON SHEEP 3} + Imo...:_ L9NOTH PANEL LENGTH � CONCRETE ANCNIJR5 -,.�..:,;.�, :_ _.__._. Lev. ""'r.. ..._._.. ._:.- -- i 5PEELL4CHIEWdE ME SCHEDULE : i ISm SSCHEOU IE r ON 8) 1 (ON (SEE. SOtlE0U6E. OH_� SNEER 3) ON SHEET 3) SHEETS 9 TiORfUCH I _ - OfCLASS X� I Mase' WAX, O I i I 1 L. AV. :1/ o. I j AMX. MEN T� f E m{ i 12 t/r ac j ' j I WAMOR Maec T 4s,� RocToc WW OR CONCRM BLOCK I i REQUIRED. J (SEE SCEVISOANCHORS 1 (SEE MHEOULO e G 9 THROUGH Tf1) t. _,rU;TERNA7E "'11• MYn. -- WSH�EETS SOLID 'TIN NANqHORS LEG LOCAOON F i.-.{L•*). SET -ONLY F7t61N0 POURED CONCRETE SEARE USED 3 W WHEN OR WNGRETE:H.00t ALTERFMeTE COtHCRE7E' POURED CONCRETE CONCRETE ANCHORS 1 V ARE D REOIRR£0. AIdCHQRS CONCRETE BLOCK REQUIRED. y.TpEp 7R/ ' (SEE SDNEmULE ON SHEETS 9 THROUGH 10) {SEE SCHEDULE oN "MIS 9 THROUGH 10) 5� it SCALE 3/a!•1' NTM SECTION SOME 3/8-1• WALL. M4lltl� L J MOUNT SCALE 3/8-1' v "`1mIP, Tt MsA CENS '•+ s FLORIDA BUILDING CODE (Nan Ni h Velac Hu cons Zona ..�• E D; -EDGE O15TANCE -®••- NOTE FOUR COMMNAT10N OF SEGO W; s . 44167 z s _ STATE Or �/ TkT= ate' 24 GAGE GALVANIZED STEEL STORM PANEL _ � r .. GLOBAL PROTECTION PRODUC� LI G.' !�IMe. L m 9n sr.Nlm (SEE uLE G ( D NGs GAIN BE TOP I BOTTOM Y WAY � «� - -'4 �'�• gR{Q*,.• 4Wa sp; 6e WIT dAiIZ4L 133aI4 SHEETS B & 10) COMBINED IN ANY WAY TO .SUIT ANY { 4fr f •••••• • �% NR.. rAN. }gapMa, A, aNA. A,w,.r NH9mroaY «1,-ttl, P3VOK (0aF)paA-.`TANS, FAh fs14)F69-s707 20-175 INSTALLATION. `Aryk q..OWs?m rcr r+orr awmG ++a. - - IIIIIN / H OP fF,M + aFL16t A TAJ]T tit M SNIT 4 OF 1W INSTALLATION DETAILS FOR REGULAR PANE INTO WOOD (( + ALTERNATE LEo ""�Oe / • 1' BEAM RMEQUIREO. 5TRUCt -G PT ADEQUACY OF EXLSMG WOOD BEAM TO BE CERTIFIED In REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. WOOD ANCHORS ALTERNATE WOW { 2 1' Min. Y (SEE SCHEDULE ON (SEE SCHEDULE ON sg/yr4'LI• rNTt WtRt xFAD SHEET 11) s,HEET iT) ' • T^ I 9 1/2". i • 12 1/R° wc_ 1 /4" 1 av-m,1• G1A55� ti/ t WOW AMFtORS I T e eel 1 j 2' N 1 1 j AILS ON ISC.kE!) B i ..,.}OEPARA00N N 1"E I ! S�GIHF "wo-,,i' 1 ON SHEET 3). 1..__. $$ .1_S�..w,(�ygy {j 1 W . SO"AMN TO MASS. _ -A m4 ._ L_- a MEA{IP t (-- I/4'Y-]ar,• {SET SUHEOAE ON SHEET 3) + PANEL LENGTH � I MAX -----------'-"---"""rtia (SRO F1)R W/6 (SEE SCHEDULE '"-I' PANEL LENGTH (SEE SCHEDULE Ei tiMaM pilN Y-e9 ON SHEET 3) i 3jJoemQj GLASS 1 t OP 1t/ 1 1 OF 'L' f F , MAx. 4 f I k t a 12 1/2• D.C. No ALL i EO i a 1/ s 1/4' aG: i. ,f•9„ #�-- WOOD -� CK REQUIRED REQUIRED WOOD P16TE i Ak 1 �3 -*WQW ANCHORS '�...; ( WOW ANCHORS J k (SEE SOMMULE ON ME SHEET 11C7HE)'QULE SHEET 11) 11 1 --•--y MQn,-�-r'�d,- j I j«E`ug 414% (TER MOUNTING RWLD OUT N� SCALE' $/8-T" �,t411Mnu1rAp SCALE 3 d-t" • NOTE FOR (�„ MMNATION. OF SECTIONS: _ ND, 44167 _ FLORIDA BUILDING CODE : Wn h Vel!e Hurricane Zone *• 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. ? � , .. F,A, eL EO6, TOP BOTTOM MOUNTINGS BE do BO 0 CAN I PRESSURE RATING .f Na. PAN LENGTWS 3 DESIGNe A EL 24 GAGE GALVAN)ZED STEEL STORM PA NEL } -q Gf STATEmvaar ar; MANY w 0 surr ANY � S•' COMBINED t WA T W ON - H :-R A5 PER SG £PULES S HET' 3 's CJ'• F INSTALLATION. 2. TOR NEW WLH)D FRAME CONSTRUCTION: WOOII- •. w GLOBAL PROTECTION PROD{I� {,�{,`. MEMBERS TO HE SOUTHERN PINE No 2, W/ SPEgFIC� IL ECO elre. DENSITY OF 0.55 OR EQUAL U, XA E 4010 Tle. 51 SOW � e dosNEaltlNa ANY rNNAxutlltl,x>". a r aaI ltlOal awOUM a Mtw AMC. FL 333,E 2G-175 RSAt�tAPI m-ro, HKrE gs+leea-7sw. TAX- roa4kW-s7a7 CA-WD07A0 !AO !tlr -,4K.w wt ORONNa tkc. Art» PE 1T" « Oman T m m P.E sFAI5RAMIVNC/9A1£ A SOLD 44147 +-/ N N Ca O N U Q) CL O U(35 O r'^^ VJ 0 O Q L� O 0 O U_ 0 > . U) a) ^M }.+ Y.. W 0 .� .� CO i O T3 ® N O > W ® V E� O C O C! N m a x I.A. t1 O O + (A .O CV N O 40 I= CO d O3 .L'7 ! U O C G t_ ia'• co 13 O c E � o 11 E= w ,'ttt�r W CD t� _� U) C CL EL U _C/) U ■ r�'^ V! LU Q z Q J d SHEET NO. SH 1.3_ END CLQSURI S DETAILS FOR INST UNION iN POURED CONCRETE, WOOD N RETE BLOCK OR STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E—Z HANG MRN P a Gloom VAI+kS 1 1 ° `_" jp 10 OR WOW OR 2• k r i':Or 3105 H-14.. ti 4 dt6063 n AUa7/ «xt. xuM 1 �,2 11//2" TAPOON i2L QFx 1 J/4' 9lM.K ORR'�2 r WOOD i POLM 1 i 1!4's t 1 3/4` TAPY.UN IdAu TD COMMIM SWCK yLLNa, i le 0 zx4 wDODFRAME OR'' RygyRMy 1 ALMA s1 4° 1 'lr ourAWEL` 1 TJ4'.. 1 ajj4' 1 1• � 1-TwtON A7ICFIOR �TUMWXM LO; LOCATION ^ r . 2' . A53' m 1 (• 12' O.C. - laft 2 �S, x OR i�Nt tr < BO L e13B p AtAB,E. •. 1 p6p • 310s-HMSO SNEtT M cogs GONCRtTE, . . T' -... ,• tPAAIY tLLTAI Ai191. OFNT'P1AT6 2•y{• �'---- 2 z a X ,1ffi f T" ; . 1 wOOO 7 31OS-H,4 f -74 2 i/2' O Li.-:2' J 1 '✓ COM AtD4. ANGLE Li" xBad • 12" lrQ5-1ts4 9R �6a-1'6. ti1OT w/,I�a811 Xws M/OlE PLAN) CAA D (LAN C AS B (P. CAS .. ( P ��E A Pl,�_.N) D , 9 4"at' SCAJ.E 1 4"m1" " SCALE 1 4"*1SCALE 1. /4">°•T" $GALE / J / 1 PO,NIEO - 71WM AT 0 AND . •_.•.•. , OR I�NCNEib "? ;. 6017OM OP.FiLMiH CJd Q.5X a SG6 T#' t 1 CONCRETE 1 Sal 2 x4 1YDO0 OPE3IRLG Sgb'gIIE a4. R vARRS..... 1 y� (MIN. PANEL P.t' WON FRAME s` �� � � � FPA4E PEpL1TED 1 I As {PK(IaA9RE OVERLAP BEYOND+✓ mom WIDTH) BLOCC OR 2 xi" g90tf F2WE ti0 1 1 u,4x MbF. 1 - "'^ F `� ' -'✓ "'_' 1 « VARIR N1 wI&=PPARALLEL r M+trA 1,�ptNCK 1WU (Nt t .CUT QD PAIVjm X . B:O, DISTANCE •• I fm_r (>f1'•I 1 (PLAN) CASE G -i✓ r's`"�¢A.?'fj1/j SCALE !j4'� i' aeA W� EA(3 •' :✓9 VALID FOR (HR= MOUNT INSTALLATION ONLY & 4 �?' e• y CERTN'1ED PANEL INSTALLATION AT WALLS W/ j No. 44167 ,. 1 SURFACE LEVEL VARIATIONS WITHIN 3/4" : * = FLORIDA BUILDING CODE Non We Voloe Hu one Iona CASEPLAN) CASE F (PLAN : 4 4rA49 wnm RR rp. s9'-. iy 24 GAGE GALVANZEQ STEEL STORM PANEL Now DT: SCALE 1/+'.r SCALE 1/4--1- ¢.C�;,:.'`•(ORID� e�,W,N � C Q #�« GILOUL PRt�iECT10N PRODUCTS. TLC" °fn' yAYLYA NNaMi /.,} -g « 4itW sw. as S1MFEt •` N., xk,, °fw L.. MIiM R 3M« WNw. R 37314 20-175 ".w. a wm OMNN ON , (064)40-754% INV (04)IN-6197 yam Pb OE wALTER TtN" •E m»..2 -Fog 9,aii A 16 (VAUD ONLY FOR PANEL 7�INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 8 & 7) MAX. AS:O. DESIGN P RESSUM (P.wJ.). MAXIMUM ANCHORS- SPACING FOR. E.D.- AS SHOWN ON SHEETS 6 At 7 APFIJGME: TOPANEL ALTEIWAlM & ' OF THEN. MAXIMUM LENGTH (R') TAPCON � Bom PA�IAATE Fall" 0 P4--TE PLUS WOOD tr Ir 15" 13` IW (TOP) 13' Ir it 13, Ir tw MOrrom). 6 1/2" 9 1/2" 5 1/2' 8 1/2- 6 1/2" EOg 8 1/r 12 1/2' 5. 114' (BOIL•) W-01 13x e" 6" IV crop) LESESS S` d' 8" 5' - 30 MOTION) 13' Ir Ir (I" 4 -4S OR LESS tr 13" 1r 13, 13' 13* 1r 1; 13' 8 1/2" w (mP) r�" 13' ts' it a' Tw (BD71AM), 6 1/2- 6 1/2 8 1/2• 6 llr 6 1/2` crop) - - 6 1/4- 12 i/2' a Ile (BOR!) 0' >W-To 4 T/2' 4" 6 1/2" 6 1/2 - MP) I i. 4 1/2' 1 4 1/2" 7' 7` - 3W (BOTTOM) 10 l/2' 1 0 1/2' 12" 12' 4` (TOP) Ir 13' 13" 13" 8 1/2` (BOTTOM) + SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS W M4 SPACER ® IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S.D. DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN ON SHEETS 6 & 7 - APFIJCAELE To & ALTubmam OF TOM MAXIMUM PANEL LENGTH (R•) TAPGON LAG SCREW PANELMATE FEMALE 10 PANEIMATE PLUS WOOD BUSHING 1r 13" 13` Ir IV (mP Ir 13, 73' la, r 1w (601mM) 6 1/2" 6 1/2, 8 Ile 5 1/2' 6 lIr 2W NP) - - a 1/4" 12 1/2- 6 1/4' 2vt mm") S� 7 7 1/2' 6 b• 3w (Tag. LESS 8' a` 3w ( mm) Ir 1r 13' 13` 13' 4w crop) +45. -45 TO +70. 75 Ir 13` 13' 13. lr 4W MYTIOM) is, tr 13• 13" to, 1w 13• ,r 13" 1r a 1/4` lot (BOTTOM) 6 IJ2' 61/2' 61/2' 6 llr 6 1/2" 2W (MP) 6 1/4" 12 1/2, a I/4- 2w Marl.•) > '- 41/2' r 7IJ2' 7 1/2' 3W M TO -r_5. r S i/2" 5" w - 3w marra7 13• it tr 13, 51/2' All crop) 13, 11. 13, tr ICY 4W (GOWN) • SEE TABLE f 1 FOR MAX. A.SD, DESIGN LOOS & WX PANEL LENGTHS WHEN SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET & TABLE U A A.= OE 1 LOAD wAMuw P " LENUM 40 PSF OR LESS W-W > 40 PSF TO 50 PSF W-2- > 54 PSF TO 60 PSF W-10" A MAX. PAMD_ LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE 10 OR PANEL MATE PLUS ANCHORS & W/ ?V60 /2. O.C. (VALID ONLY FOR PANEL(}1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 t 5) p, DESIGN1>.ANELIIA PRESSURE (p.i f)r13- - MIAX6iAII.I A75wpR6 SPA FOR Mal ED. PER BOEOtiLE BdDw MAXON PANEL :TIE N 00 MAX. AS.D. OEM E (y:.i.t.) rAumwwAM a1MLTIORs ;,PA,rJ� FOR Mw EA SCHEDULE BF2pw APPLICABLE TO SmwPN1ET. '. «. IN,RATIN OF THEM UM («:) TAPCON SOLD--W yam.iA IxA.N7:MA Faqu ZAAW-NAUN I;Ax_4M 8e TAPOWi SOUOJ 8£T FEMAZID PLUS ZAM81C_mUN C LK-IN m ooNdmiETE en enm m m OF THEM 1O TG TM m m m m. OMOOM MW ES LESS 13` it 1r Ir it 13- it 1r Ir Ir tr 1 W-6' � LE +i +4s, -43 +08; a5 it lr tr IT" tr 1r tr 13` it Ir lr t i/2 I (w) lO5 Ir i3` Ir it Ir Ir 13, tr 1r 1r Ir it I moo I1M) tr - Ir IF it '...,r 1r ir. IF 9r IF 1r Ir 1 In I (60TTTM) Ir tr 13" f3' /r tr tr 43" t3" 13' fJ" ' O `) 1r 13 'Ir 13` tr tr 13' Ir it it 41 t/2 2 13' tr 13`. 23'. 13':. 13x ,3 Tr 13 Sr Ir 2 (F#09TOM) IT 13" tr IT 13" it it Ir tr 13' 13", 1 IJ2 2 (tiDT1011). Tr 1r ,r 13` 1r it Sr 13, 3'(TOP) 13' 13' 13" T3" 13' 13` it it tr 13' 1r t 1/213 (W) 12 1 2 t/2 6 t/4" :8 1/4' 12 7 12 1/2 8 1/4' 6 1/4' 3l (�SOTl,ON) - - 2i/2 2I 6l/4' 6I/r' 21%2 3I/ - - 6 1/4" 6 1/4' 3 {BGYIOH) r r r or r a" W e• ,1S' 7 1/2' -:{Tm 8• 5:I1r 9` r 8` 6 1/2' K :7 llr E' r r S" 4:0OP) 6• .. r - r - 8" - - 11. - :a" - 4 O TTaA 6' - 6' ,.... g• _ g" - 6• '- 6' •. (tN1'FTOMi 13" it tr. 13' t3` 13" 13' is, Ir 13, 13" 13' s::(Tary 13, tr 13' it tr ,r 1r Sr Ir 13, Ir 1 1 (mP) 13, Ir Ir tr Sr Ir tr is' 1r 13, Ir Ir 8 (BOTTOM) 13' 13" it is' 1r it Tr 13" it 13" ,r 11 1/2 5 03AT10x0 1r it it ,r ,r Ir 1r I3" Ir 13- Ir 137 b (TOP} 13" Ir tr Ir tr 1r it 13` Ir tr tr It 1/2 6 (TOP) 6 A 4' 8 1/4' 6 1/4' 6.1 4" - - - - 6 1/4' 6.,1/4'. 6 UNTIT."" _ _ 6 1/4' 6 Ile e 8 1/4. a Ile - - - - - 6 1/4' 6 1/4- 9 (80TT-) Ir -8" Ir 10 i r / 13" T' 13,. 7' 7 1/2 . 5 1/ 2 Ir 4 1/2 f.: , . TO 1k "4" Ir 6" Ir Ir tr a I/r Ir a kl2. 0 , 2' 8 Ij2 i3,. b I/2 I:(Vww) ,. t'O' =''6' tr r 1r 1r 13" 9 1/2 13" 9 112 10 1/2 1 1/2 13` 6' f (BOTTOM) 13' 7 1j2` tr Ir 1r - 10, it TV rt" Lf' Tr a I/2• I OwTmm) IS' r Ir Itt 1/2 Ir 7- 73" 7" 7 1/2 5 1/2 ,r 4 1/r 2 (TOP) 13" 6' fr i3" 1r 6. t/2" Ir 6- t/2' 9 t/r 6 l/2` tr 5 1/r 2 M Ir 7' Ir 15" tr 0 IJ2 tr 9 t/2 4O 1/2 7 1/2 3' 6 tJ2 x (&iimM) IJ" 7 T/2' /3' it tr ,O' tr 10" N• e" tr S IJY 2 (a€rTT010 13' T• 73" 13" it 0 1/2 13' 9. 1/2 10 1/2 7 1/2 IT 6 117 raw) t3' 7 T/rl 13• 13' i3' 10• Ir IV 11' a" Ir a lIr 3 (TAP} - - 92 3J2"42 1J2. a 1/4' 6.1/4' 12 1j2. 5 1/4 - - B...IJ4. a 1/4. 3 (69YT019) _ - 2 tj2 42 T/2 6 i/4 6 TJ4 i2 1/2 12 I/2 - - S TJ4: $ 1/4 3 (MOTION) 7` r 6' a lIr r 31/2' 6" 4- 4 I/r 3• 6 TJr' r 4:("1 7 lIr $- 8' : b" 7' a S" 4" 4 i/2"-. 3 I/2' 6 i/x'. 3" 4 (TOP) r - B• _ - rr - 8' - 5 i/2, _ 7 I/, _ (SCTICM7) e - 6` -' r - 6, - 5 i/2• - 7 SIr - (BO1mM) 13, 7" 1r 13` Ir 2 1/2" Tr 0 1/2' f0 1Jz 7 l/2- ,r Ir -.:(TOP) 13" a 1/2' 13• 1r 13" IV Ir IV it' S• Ir 6 1J2' S (TOP) tr 7` tr t3' 13' J2 n ' ip 1 7 f/Y 13' a 1/r 6,(BOTIOM) 13" a TIr 1r -Ir Ir IV Ir t9' Ti` 8' rr 6 1 Y s (BOTfAAG it " 5. 13 ' 1d 1 .2 / 13" r/ „i` P 7 1/2-15 1 2` it 1 llr ..(TOP) 13 S' 13' it 13" 13' S 1/2' B IJ2'. 8 IJ2" 13'.. _ 1/4. 4 1 4" 8 1/4" 6 1/4" - - - - 6_tj4x B 1 4" 6- TL") 8 1/4" 8 i #' 6 I/4` a.1/4". - - _ - 14 I/V 6 TJ4" 16 :- SEE SHEET It :OR. MOM TIn to VACM FOR INSIAUAT" INTO W700) MAW'NBIDMk76. * WN UAM ANCHN SENKM4GS Aim IWFaIM SM OSWAZ ARE IMINARW ON THIS SZIWO,AL FOR EO, LESS TWA mown ON sotmu MACE ANCOR mcm We "TP.YRa Smw sm" ON SCHMM BY 74 FOLLDBM95 FALTaRS. FOR THE OPERATM m tE-MSSWILL RMICED SPMM OVA"m Allow FA m &VAL "Cr K In$ TIM 1&rram mome waftym FOR mw ANCHOR m m THIS SCHEDULE. ANCHOR TP$ 1/4 a, 1/4 �. 1 KS 114'7e 1JP• 1/0e- wst3ltr ,rote-KE't cNA-41 IaMt6R1 ANCNIS SFACM 00 3 3 3 3 A 1Ar 2112 wwawMED,3E (xta 3 3 tjr r 3 a i/P' 3 COrANMa fxai twx RUMBA. ma 111116WCE XD) FACTOR '- 2 1 O31 Am ,,,.,.• 3 i .•.,..^•,•_ - laa "DO lad SPACIGIS ONLY VALID Wt1�V S�is USED. SEf j E /1 FOR MAX. A.S.D. DESIGN LOADS & MAX PA74Ei. WHEN SPACER VIES USED. am AL A ASA OEM LIM MAXMUM PANEL. UENM 40 PSF OR LESS 6'-8' > 40 PSF 70.50 PSF., 6'-2'. > 50 PSF TO 60 PSF..: 51-10" A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLAMONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2` O.C. K-161A ANCHORS (SEE SECTIONS & ALTERNATYES ON SHEETS 11 14, 15 &16} t 3, MAX, R-W13. R-2A/13, R-WI4, R-18/13. R-29/13, R-38/14, 3" R-1Aw/15, R-•2RWY/i5. R-3AW/16, R-1BW/i+A R-28W/15. R-38W/16: a o f L/2 "6" 1 4£-2OR1S.S. 9(X.SS 1) ! y i i (USE FOR PANEL. IisMTM fi # j ? I MAIL OVER 7 _B•};1 PANEL 3FHOn1 v I 1R�UL:1R STORM PANE{. ' i t I, REGULAR STORM PANG. I 87-e O +40.0• -40.0 P.J. -.___,I.__.... _. __a,. _.._d __-.�--_L._-- L. _- ' __. ._-_.___-_-_.__-.__.. (WI OVEt6AP MID PANEL LENGTH DOLT) I ;.. { 11 - ; • t - r !! ( } I. ' 1- ,: L+iF 1N1At PANEL 1 i I i - 7'-6 a MIDF L U OTT (WJ'O gVERt:W MW'PAHD. LENGTH 13011) A (—t 1 i Ji Um r-r mm Pmm LENGTH /4'f-20x1I'`�`' i 1 - - .. AT ALL MOUNY"M AT Ek o q ' �YE_j= E -•_.-�-.•^. ter_—it I.. V ! I t I mm3 -"_�--^--I- r- - f _'_ `f 2� R7 STUD I I I -TON 0 LIFT_ D.M..Q° I=AHEL eprrtlM Ora , WRIG ,NUT A - UHRIOR L_MM•IG NUT AT. - ir MAX. LEFT PANEL FIGHT PANEL r • 'I' INSTALLATIONS ONLY VN.q FOR WIND I' MIN, R-Io/13, R-2A/13. R-3A/14, R-18/13. R-29/13" 0-30/14, r MRI. SPEW UP TO 170 mp.h. tR-IAW/15, R•"2AW/15. R-3AW/16. Lill-R-TRW/15. &-28W/15. R-311W/16. `L.�._.___ _.._._._ ...�...._ ANCHORS (SEE SECROMS & ALTERNATIVES. ON SHEETS 13: 14, I5 1J4' VAX. Gw UEE SAFETY STORM PANEL 1 ELEY T� ION (t) 2,687' SGALE i J4xat' � STORM MPANEL STORM ANSI. $Mt OvErNeP�t wIaM,E VALLEY) Hook, MAIL ixP 1 •. W,jC • �' ' 1 � a LIFE PANEL FLORiDA BUILDING CODE Non High Y,Htie Wurrlca/w Zone $ dA ORIC Wiy��s mGmlllioa Mc 24 GAGE GALVANIZED STEEL STORE( PANEL r+ EgERIQR_ 1,AWM twi 1 �- 9 C0 Inc. GLOUL PROTECTION PRODUCTS, LLC. N A -A LFY ,eGd Sw. 69 B1t6ET SCALE 1/4"at" " AAt ARSU 30kNK,�M w. aHw 044CfL 333i4 2O 175 wiw.. GLM«nW ,BAN a.-.� OHaNL: f034k6I-71.6. FAs: NS4k-.61x7 OA-0O97,9 1�, n NM.r" Lis : rc r aNiu,rs IMWMIO Ne: P.E >>FAi./6lplAiiNL/WWE IW3LR a:7Aw A: P ae n-t SAW it 6F t9 (VAUD ONLY FOR PANEL()1' INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) M 0 aS.A. PRESSURE RATING. 14AX6iLRA MM.HOR6 SPACING FOR MIN &D� PER. SCHEDULE BELOW �0MIJM � MA%IIRNA (.) MM. A.S.O.ONORS P TING ((P�o AN SPACING AOINO FOR MIN E.ii PER SOMIEO4AE BkiOII APPL1OMBhE MNWAIM PANEL t> TAPCOR SOUP -SET FEMALE w PLUS 2 `Nmm �- 1p TAPOON 5 ID-5'Ef FEMALE ID PLUS 7JtWG-NAAIR. .. CALK -NI « m . m m m w m OF THEM 10 m m m m m NOME OF THEM 68. -NMI TO 47tL -78 tr It, 43".. is, it it -13" tr 13" Ir tr IV - f 5-6 OR �6 ... iS.. -78 #i79.+1iR6 _ Ir 81 ° 13 f 12 0 J 13" 1 6 /2. Ir 6t. /2` 71 ' J2 6i Y / it 412'1 ! ) 5° 0 Sal 1:ESS6" 1r it' -. tr i3' tr tr t3' 13" {3` i2'. 1 3 i0` 9 (607[OM} 1. r' a 1 2" / t x. 3 1" 3 t" 3 9' 1-- r 0' 17 G lIr J 13• 6 borrD4L ( ) '13x 11' it 13' Sr 1r 13' 1r i3• 82" tJ' TO" 2 (TOP) tr 5` tr 10 1j2; Ir 6 IJ2' tr 6 t/2` 7 IJ2' 8 IJ2'. 11" K t/2" Fact) tr it- it 1r Ir Ir tr it 13^ Ir tr 2 (BOftOM) Ir 7' Ir 13• Ir 0 llr 1r 0 1/2" 10 1/2' 7 1/2' 1r 6 1/2' 2 WITOM) Ir is" ,r 13• {r Ir Ir 1r 13` it it3 (TOP) Ir 7- jr tr Ir 0 Vr Tr 9 1/2' f0 1/2 7 lieit 6' 3 (TOP) - - 2 1/2't2 1/ S 1/4' 6. 1/4" 1/2 12 IJ2 - - e 1/4' 3 (BOTTOM) - - ,2* 2 j2 1 -6 2 J2.8 i4" J. T4" a / 24 Jx. 61C j. - - E74' 614'3 j (pO11'OMt) 8' 6' 6 1/2" 7` 5' 8" 8 (TOP T r 6. 5 ,J2" 7" 3t 2' r 4' 4 1/x 3" $ 1/2" 2 ,f2" d (TOP) _B.-.ffi ». r 8" 9 - B4 r1/4' (WITOM) r : 6 1 J2". - 6"-$;,-.5 I/r -7- - 4 (BOTTOM Ir it• 13, 1r Ir 13, i3" IT 13` tr 13,s (TOP Ir 6 1/2^ Ir 1r tr r Ir r to' T lIr it 6' S (TOP) is' it' Ir it 13" tr -Ir 13' 13• 12" 13' (BOTTOM} tr 7' 9r 13' it 9 tj2" 13" 0 1/2' O i/2' 7 Tj2 1r 5 (BOTTOM)Sr it" Ir 13, Ir Ir la, 13• it Ir Ir6 (Tap) 137 5' it tO 1 Ir 6 IJ2" 13" 6 IJ2' 7 1/2 6 IJ2' 13' 4,/r a crop) « - b't 4" 8 Ij4° 8 1/4' 8: 1/4'.. - .. - - a 1 ax 6 ,/4 6 (pOTT.'"') - _ 0 1/4- 6 1/4x 0 14" 6 14' 6 1/4, a 1 4. - - 4 1/4" 6 Ile 6 (BDTT.•: }. IF T 1 /r is t3" IF to- ,3- .to- it- 5° 13, 0 1 r 1 , ?gO m 6°-0" is' 8` tr 10 1 it 0 i :' tr 6 IJ2 7 IJ2 8 1/2 i3` 4 1 2 1 (ioP >a-6 TO 13' 7 1/2• it Ir 13' 10 1/2 13" 10 IJ2. 11 1/2" 8" 13' 7' 11 (801101A) Ir 6 1/2" t3" I Ir 1r 0" it 9' IV 7 1/r l IY e T (WITOM) Ir 7 TIr -13' 1 Ir 13' IV 13' IV 11' 1 a' 13' 6 I12' 2 (TOP) Ir S tr 00 1/2:. it If 1/2' 1r a T)T 7 1/2' 5 I/rl Ir 4 11r 2 (TOP) 13• 7 lIr Tr I i_3 Ir 40 1/21 Ir 10 Ilril 1/2 8" Ir 'r 2 (BOTTOM) lr r Ir 1 13" Ir 0 I1r tr. 0 IJ2' TO 1/2' 7 I/r 13• 6 Ile 2.(001TOM) 1 r 7 1 J2 Ir 13 iJ 16 S/2 {$ 1B. iJ2...,1 IJ2 B 13 7` 3. (TAN) t3 7 tr t3 i3 a IJ2'. ,3 6 /2 -/2 /2' l3 0 (MOP) - - 12 1/2 12 1/2. 6 1/0 '6 1/4' 12 1/2' 8 1/4' - - 6 1/+` 6 IJ 3 (80TiS,M) - - 2'1J2 12 I/2 0 1/4' '8 Ile 2 1/2' .6 1/4' - - 6 1/4" Tile 3 (BOTTOM). T IJ2' 3 1/r e r 7 1/2' i` r 4 1/2'. 8" 3 lIr 7' r" 4 (TOP) 7- 3' 6" 5 1/2, r 3 'Ir 6' e : 4 1/2' r 6 IJ2' 2 llr 4. MP) Ir 8" 6` 6' 8' (BOTTOM) 6" 6 IJ2' r - a' - 5 1/2' - 7' - (BOTIOM) 13'7 lIr .. 13" 1r 13' 0 TIP 13• 10 } i 1/2 8° 13• T (1OPI 13- 6 1/2' Ir 13" Ir r tr 9' 13" 7 1/2" 13• Ir Ir n 1/2 !3' 10 I/2 it I/e B' 13" 7" 3 (a0TT0A1) 13' 7 13 tr tr '0 i/2" 13" 9 tj2` 0 IJ2" 7 1/2' 13" 6 (BDTTGM) 13 7 1JY 13 13 t3 7 0 1/ _ i3 10 1. /2 11 r / 6 1r Y e crop) Ir s t r 13 ail / i3 BT2 / 7i J2` 51 /2 1 2 - - 6 TJ4' 4' 6 1 K' - - - 6 1 4' a TJ4' S (BOTT."") - - 6 114- 6 1 4•: a 1/4" _ SEE SLEET 11 FOR ANCHM TYPE & VAOM TOP a6W.tA110"S INSO WOOD FROM SURCO08. • 16041W AMMM SPACM AM I0619" EDGE OMAWX ARE ICIGAT D ON TWS SCHEDULE MR E0. L£55 TAM NLCIC m ON soma REma ANCHOR WALRi6 M WA.1eow Wwwo smw a1 SCHEMAX BY THE Po ttoRNI FADWes.-FOR TAS OMIATCM TO DE PMRUK= SAAC NG W FACTOR .VAL Wt tw LESS THAN MMMAM MMO10 IMOCOU FOR EACH MOM TYPE saC ON "1lP�E 1J4-p 1/41. IJ49 ANCIIDR TR•OON —SET ak3t-w MR®6RM "NOR SPACING D.) 3 3 3 3 GO 3 3 ,n• r a a if2' 3 8.64 am J 3 Vr 3 1Jr 31 3 t/r 4 Acna IIIIIKmom EG. FACTOR x � J_T � 3 9 .GD 100 - 1.I6- 1,6R. MAX A:SD... ++ 5PA CMLY VAUO WHEN FA—CMOD IS t)SED. SEE Tj .E gig DESIGN LOADS & ►iqX. PAPE1 LENGTHS WHEN SPACER i !S USED. 1/4`0 TAPCOM---=IPOVRED ANCHOR OBILIOCK 0 9" O.C./ �, COMK(ftTE 170 3/4' QR O B' O.C. EYtI5TB16 POURED CONCRETE OR MCREIE BLOCK REQUIRED. 0 REGULAR PANELS WALL MOUNTINQ SCALE 3/6-1" SIX 94M & if FOR AWCHM JWOlIOR IYPf TYPE SPACING iG MR A'aVALLATICRS 000 TIP" *am FEMME BL4u & MINIM ANCHOR SPACoM AID MMMiat mom""g1CG0�R BPAgNO (.4) 3 •MwseeeLlGF C•nw4t4 RnJ 3 OGLE abima ARE MICATED ON TRS 1Ed SpAE FOR E0. LESS THAN OLOICATD ON.SOHEME ROWICE ANCOR SPACM .aTAxn P.R:1 " „Iw MMdi d.3. 3. By M OLUPLYING � &1WON ON 6GNEDALE BY THE FULLCMw6i FACTOR& FOR TFRi OPERATION it DE PassBt.£, RMUCM SPACIRO OSTMIM US" F SMALL NOT a L955 THAN AWIML. BE DBBO■ OW MD10R ' , ,n' Gab x tn. 11,6E r 9.ta NNMRAt SFWCM 40KAIED FOR EANi AK040R TYPE ON IRS 8.-AMID E 3 I x• - rw it A AS.DL DESIGN I" MANUM PANEL LENGTH 40 PSF OR LESS 6'-8. >.40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5"-10' A MAX. PANEL. LENGTHS ARE ON Y VALID FOR INSTALLATIONS All SOLID SETANCHORS & W/ SPACER AT 12 1/2" O.C. BUILDING N N cn N U O � Q C O O L Cm '� U -0 CL � N ) m U � -L_ U) -0 C L_ N L V c) O , 4- O V > Cn . — c! -0^, W c E L O Al V}IJ CU 0 ^ �••� ..9� m Aim .4." c,I) C:)- Q w J C\1 ai Lt;1 c* u� R L� M S.3 E"3 zN Li X Ll = CL cc CN cu CL ,o S C cr A$ 3 cc +Ll N L03 cut O O � 4.3 CD O INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INSTALLATION DETAILS -FOR LIFE SAFETY PANEL I INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO � QQQ ST,i3UCDIES �` _ 1/4"0 7A1+CO' NB POURED 1/4`0 TAaCON PSIUREt3" `` t ANG10R 4 0" O.C. CONCRETE ot"4t ANCHOR 0 tY L7:G / txltt lE IR WOOD HEADER HE NF.AVEA ..READER cn HEADER �FAOER RFAUWED. REQURED. t 4'6 7APL`OI. 4 4"0 TMCON ( T 4Y TdiPWN a Aryl !An GNOR.,..q 9" O.C. ( _ 0 0' L1.O. 9 4"a TAJ+CON O.D. t 1't TAFCOti �./ tAUL.. 0 9" 5-O{B2O:O, Ile IAMx_-....-..' +I t✓2` t 4' t/2 1 4 /ILI 2 � � '`Inn, I I � z 12" •i a ii 1 1 a i 4v xr Rom GLASS, I 1 awsw r {� j t 1 " i 1 `' ' q,1) ♦ p j {rl^ 1 EX in AGLASSTT� _,Wya 1 /AK4di 1 4 F yf40.a6e,'It g _ t>n6T�G.; A ! "N _..._._ 1 4ti..soif• .1..,_.... _, �.» w t __ .. _�_�_. ( °_.__.=4 GLASS R Omts w __I/4'� ii OpRqEE w • Rn aRaL ._.....,...._ .i.. - a Ftisaus w O -0 Mro,L 'L• MAX R LDG6, 069t r-67 � �R I . a.AiS R 1 -m,..,t...._. -i 8 I 1 � �-. ----_� 'L MAX. j 1 'a PANTY LENGTH. 1r`- ---_ '7' 6' PANEL: LENGTH a _ i' MNA ' (Oi THEFT 12Y R 1 ON S1EET "IllT32j 9 5 6. PANEL. 1091N n 11 1 .uNRA1 ask Y-ay R '-L EL "--` 1" MIN. PANEL F.PiNB,M NI 1 11 l 'Lx ii R--9E7AJtA R. PANEL LENGTH 4 1 ON SHEET0 (SEEAi2} N 9 P ® ( ON SHEET T2) Y ISM ELEVATION 1 "`� PANEL.. LENGA( B 1 MAX."PANEL LENGTH (SEE EIEVATiON 1 TD OLAS5. I ; R 1 :..I -. f((SEE ELhVAt�N y - ON Y B t N I (SFc £LLYA110N R 1 a ON SHEET 12) ON SHEET 12) 1 p 1' >arL 1 1--L��-� T a -- CM SHEET 12) 11 U I , '1 R TO tl TG OATS. N - 1 i nn� s" Min. 1 :_ _t 4 LI3 f[ B TO GLASS. i i (. I R �- Ra----R tE'taAlhtQON._ r II1 u 1' NO,. 1 +J i L/2 ffi' i. a YD GLASS. 1. I *-_SEPARAT E]�TMK Ep* E.O;4 I _ k d, omm Poll. _ ; E��s { ! L i , • ;. , E , nip ) j r 7 CONCRETE oR 1. CONCRETE OR ( 1 I i -4 1 Ail' x ,/r1 1 •1x LJr t C , J I j[ QD U CONCRETE SLACK CONCRETE BLOCK FR. L OG M S GLASS REOIRRPD. ; tt 1/r oe ; D. 1 i i „. , 1 ( E _ 1 ..:,. NJ?` 4"A_.Oua c ( 1 o tt 1JK oc 0. o tt yr R4 f O A4) v{(1 2'94" [ ` PLATE San 1 11 j I 1 (REQUIRED G t( L a 1S 1�LL9. x'z4' }} i 2ka- ? t 4'0 TAPCOI { i 4'0 TAPCDN L ,/4"F TMCON 2`x4' { €' .. 1 i i/4Y PANi11IA1F 1/4'0 PANEUAAii ANCHOR 0 12 1/2 O:C. ANCl�Y (BLYONO) ANCFSOR 4F .R" 0.0. t ° ANCI,QR 0 B' O.C, , ANGICAR H3 0` O.O. PLATE � STAOGEREO WJ STUB - L. STAaERE11 WJ STUD . :. 1. E PEgURIED ( 4 f TAP RRQUIhffO. :+ q "f 14^ti PA*#f.MAt'C PLUS 1� 3 r^� 1 4'A PANELMATE PLUS WrLII MOLINTINL;S #` YYQDi 7 i ltt #1# ANCHQt! O 9' OG i it AAfCHOR O l2 T/2" O:C. ( ' i ANCHOR 0 12 1/2 D.C._" E 6sm 611ALA�TIM 01110 iwoDDraR A! AtSPArlG FOR SSJiE 3/6rt REQURED " R€auPSD IA 1 W"MUM AM" SPACM AM 1001 l EDGE INTAKINTAKEff ARE tNGLCATEO SB ON TSCHMX C FOR EMR .D. LTALL - I ■ — #m7F0. ON WeAu RE01A:6 Alom VA" BY pRAW � pyN� FarlA7l9rs SHOOW MR o"O� �ma _ INI � g O Man'' AVEL RFD M SAACM WIAMMO LA NO FACTOR -SKNL NWTMN JEIL EL 9�.6..0 LESS TAM SOMM/ SAMCOM 00MIM CDR EACH MOM ,1ALNN1 „iti NLIIIN/A ri '^ti TYPE ON rag lote 7 A+ T ✓ WALL MO HTINGS A Ti YL/l/tAI I fttT a1IIL 6M 3/6W W 1/4. if4"e Q3` r' MEAN/ 4`*P ?. 3A''•t tte IwMANL AtIC1lYt fkAC119 W3 - 3 3. -At` i ••. FLORIDA BUILDING CODE Non High Yal6ct 11ar1•kane IoL1B: - - L` CEW '•.T FLORIDA BUILDING CODE Non NI -h YslaG y NurrEcOne-. Zone , +1416T = FLORIDA BUILDING CODE (Non WI h Yelocl NuMeam Zone tw Le r weM Les) 3 3 t/2 s *.1 * # a TAIECA wG rip24 GAGE GALYfd6iED STEEL SHORN PANEL S +i41 = exmo 1LlEC0 ne 24 GATE GALVANIZED STEEL STORM PANEL F.F. At .S _ # t s Loom W. �Fp, Q STATE �„� t. INSTALLATION ARE ONLY VAUD FOR ASD. DESIGN # STATE OF A�RIM. UK M60eQ Gaa 1#QWIF � 67JnJxmo PRESSURE RATINGS (p.�•.. AND PANEL LENGTHS AS # 1 � 24 GAGE GALVANIZED STEEL STORM PANEL � z (7k ... i. INSTALIATON ARE ONLY VAt10 FDR MAX. A.S,O. 7, d 3a _ - C G(iORAL PROTECTION PRODUCTS, LLC. aAtE A H ffjj t fir. �s BAL PROTECTION PRODUCT'S LLC. DESIGN PRESSURE RATINGS (p•6.1) AND PANEL p,E . Ftl7q a GLOBAL PROTECTION PROD 1}. A' '' OR1D .P -�,. r.' MAR¢.. PER ELEVATION ON 5 EET 12. -c�. STATE, i iz i. +r ci rN6. + Bvo LENGTHS AS. PER ELMTiON ON SHEET 12. l �.. E C CI 6WM::. PRODUCTS, U.C.W"• a,c F 4m0 9.w. at 6TREEe 2. FOR NEW WOOD FRAME C0N5TRUCTION. W000 s �i': a6o sw, 9s amm j N bRd sR. 9, ST e£r {)NAL /OVAL f� A .: ar. R s: iw Y MMI R a w 04Vw. >ti mu 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFIC 'S d, :,FtDR{() q 14P Z �' A 3w R M L4 T,.s weea n AHa 0AW, n. ILK 28-175 2 FOR NEW W000 FRAME CONSTRUCTION: WOOD ( ti, / R L 3W R 41«• 3M. w.•w 4444r L. a w OrieE st assf4 z 3` atM Im M%%AA / ,r• , wta LMq n.-r9N I+lat: (99yrs-7549. FM tt94X99-aT9T DENSER OF -0.55 OR ECUAL / '' : �� pw Po9 n+-� nro da4Xex-794B. FAY, h94399R-9at7 NEMBERS TO BE SOUTHERN PINE Na 2. W/ SPECIFIC - +gLIMUMN+N I nr,.: Laq m-nse . Fw , oml rn moo, PNRNe: (954k�-7LMa. rA>s: (NOme-am 2G-178 a _ - '• PEn .sr o,s rs i^ -t�s• •ks NATLFtA15 �9_. WRIER A pE� •• ••• Y66. qr-OWBT Jn. P.E. •. PL SPIIJSMRALk9m`/aai iW.iER A h. PE m t-,i x u-aM9714 owAw9 ,Ic w., rx Iw. rw.. .. .s Ka DENSER OF BE OR EQUAL Sy„ p'y'" "" r.. r,- a.. mwm w: Gt 4. 6IREr ,4 OF to SIMry 14Rs716 6r 1R 1 e4sT,e /6 JCL SHEET N0. SH 1.4. EZ1/18, EZ1 W/l8 ANCHORS (SEE SECTION EZI. A: ALTERNATIVE EZIW ON SHEET Ill) !,' Min 1" Mnl,' /t4Xi' S. V 184 ALUMINUM *. � r EAST PANELQ TO BE INSTALLED AT EACH 9PENING SHALL ALWATS BE I/2' a o o o O O O O a o PROVIDED W// REAR HANDLE TO FACHJIATE INSTALLATION IF tWENDEI) TO BE INSTALLED FROM INSIDE OF STRUCTURE. V �PER � OF V(1)- nEFTNn1au dF sEmts 200D: E-Z HANG STORM PANEL SYSTEM t CONSISTNG OF PANEL + C-L TRACKS TOP do BOTTOM. ENDI :PANEL) (INTERIOR PANEL}.. QMERIDR PANEL) (INTERIOR PANEL) SEE NOTES , 3, a I ii (END PANEL} MAX- SEE NOTES 2, 3, 4 I (2), END PANELS SHALL ALWAyyS 8E DONNECT€A TO BOTTOM TRACK OTHERWISE A STOP BAR ($)SHALL t PROVIDED AT TOP Of SUCH PANELS. • PANflLE'NGTH #/- 40-D P'yt' (3). IF END PANELS ARE: CONNECTED TO BOTTOM TRACK, CONNECTION i SMALL CONSIST OF 1/4'a-20x3/4" M.S. W/ 7/8"Mt3/32" YANG 7EV j PANELS W/ 1/4s-mxt• 1 SS. 9OxTS IN ! EA-OVERIAP I I NUT OR i/4 ex3/4 'Al" THUMBSCREW- INTO TAPPED BOTTOM I TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO i t (SEE 5ECtx)NS AS APPLOARM EXTERIOR FLAT FLANGES OF END PANEL, @. OF V I (4),. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM :. TRACK (I.e, A STOP BAR IS ONLY USED AT TOP} AT LEAST TWO PANELS SHALL SE CONNECTED TO BOTTOM TRA,CH USING SPECS JJ_La - - JJ_LLJJILLJJ_L'L�jJ1LLJ L.IJIt-LJJ_Li JJ1 a1JJ�LL JJ INDICATED ON ROT£ 3(. A�VE. IN SUCH CASE, CONNIECTEON OF PANELS TO BOTO 1RAGc MAY OCCUR AT ANY PANEL LOAMON. 3' Mau. I' ARn, r o a ' o a Sid NOTE a o 3• Mta, M... 1` Lin. .SEETE t INSTALLATIONS ONLY VAUD FOR WIND. 3 W/ .TdO 111 3 SPEED UP TO 170 m,p:h '" (SEE SECTION EZt h ALTERNAINE EZ1W ON SHEET fYi f 18, iZ1W/18 (t) SCALE; 3/32'-1' 2,667-0(A OVERLAP 1/4" MM, GAP "'.. i 'AFtltY iPSI£Nj AIN ON VAX. 6AP' SECTION A -A tA"F„y SCALE: 3/32'=1' `��at,nr,Hrif A ,NA fcP`,.,. FLORIDA BUILDING CODE Nan HI h Velocity Hu can. Zone r 441$7 # amTXTarJ Ic. 24 GAGE GALVANIZED STEEL STOWPANEL ' B,Lr; SAr+ DR �i�,rict` G �C�Cif+cAL PROTECTION PRODUCTS, U.C.STAATEO _ aaOP S:w.. ELa>T51REET - . R. Ss1ta :w,om-Nm.A=rrA,em-Wz, vwas:twtlem-zata.nwtea+MeR-.czar 20-175 t� •••••� wsYr ,a re asar m dwtarP itP• rrurHHa PP.E.. aNrar ,7 r Ea NMI' ENCaINEERING ENGINEERING EXPRESS@ PRODUCT EvALLIATIOtV REPORT September 16, 2020 Appikohon Number IZffi9.J - R2 EX Project Number. 20 31643 Product Manufacturer. Ali American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ge Galvanized Steal Storm Panels Large Missile Impact Resistant Scope of Evaluation: This product Evaluation Report Is being Issued in accordance with the requirements, of Florida Department of Business and Professional Regulation (Florida Bufftfing Commission) Rule Chapter 61 G20-3.005, FA,C., for statawkie acceptance per Method 1(d). The product Rated above has been tested andfor evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shed be required falkwAng Pertinent Florida Building Code modlflcadom or revisions, Substandaf`fng Data: . PRODUCT EVALUATION DOCUMENTS FX drawing #2D-31543 tied "24gs Galvanized Steel Storm Panel V-NW 3 Nw-HVHZ)', sheets 1-5. prepared by Engineering Express, signed & staled by Frank Bermordo, P.E. Is an Integral part of this Evaluation Report- . TEST REPORTS Uniform "a sttuahrrat performance has been tested In accordance with TAB 202 test standards per fast repon(s) #ErT-ASG-17-01 by Bfackwatef Testing, Inc, La and c loading performance has been tested in accordance with TAB e missile resistance a ati loll ari mill Large impact cycle ur9 p 201 and TAS 203 test standards per test teport(s) 4ST-ASG-17-001 by Sfackwattr Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparafWe andlor rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Sps 3. Minimum Glass Separation 4, Anchor Spacing 160 SW 121H AVENUE SUITE 106, DEERFNLD BEACH, FLORIDA33442 (954) 354-0660 1 (866) 396.9999 TEAM@Et4GINEtRit4GExpgess.com ENGINEERING EXPRESS.. CON ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Sled Storm Panels No 33% increase in a#awable stress has been used In the design of this product- : Separation from glazing is not regEared for installations DUMB of wind zone 4 and essential fade. Impact Resistance: istance: Large Impact Resistance has been demonstrated as evktenuA in previously fated test report(s), and Is amounted for in the engineering design of this product. Wand Load Resistance This product has beendesigned to resist wind bads as Indicated In the span schaduie(s) on the iespedtive Product. Evaluation Document Q.e. engineering drawing), Instatiation This product shah be Installed In strict twmpBance with its respective Product Evaluafbn Document Q.e. engineering drawing), along with all components noted therein. Product components shah be of the material spect led In that product's respective Product Evaluation Document (Le, engineering dtawiro, LlmHatlons & Conditions of Use: Use of this product shah be In strict accordance with the respective Product Evaluation Document Q.e. engineering drawing) as noted herein. All supporting host structures shalt be designed to resist all superimposed bads and shall be of a material listed in this product's respective anchor schedule. Host structure oDnd10oris whtch are not accounted for In this product's respective anchor schedule shall be designed forona atte-apacific basis by a registered professionall engineer: All components which are permanently Installed she# be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the high Velocity Hurricane Zone (HVHZ). Respectfully, "'1 BEN ' M a 6475 a ,rn,n Prank Bernardo, PE ENG'tNEERtiNG E1rpmss'* *PE0046549 I Cert, Audi. 9885 160 SW 1.21" AVENUE BUTTE 1061r DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM @ ENOiNE ERINGEAPRESS. COPT ENGINEeRINfvEXPRess.COM r ANR N''-NNA�), PR x;r-uYwn�!�i rq - `L. Ke-nuo-; '1° Iva F'tlifLLi aNk;:. '7J-Pl( F n.X xacta <acenv++:c-:sae %CY-RfRCrI K.'AP bT£P 4 SEC - MEkEF% �• J Rf .a .1„sN • �,y,�i \ FiGIN., :anT rn w u1 IL ov Nina C�n m, _ 11 W Ac_Mci al ,r.r u• G1Lt rC•;r;>c .kJ rz J a 1 : rent w : 't T-P' U.t:'r rr" rtn nYrIR''r� 0 M r w 1L ri;rr ::u;. - •. .0 en .a n Y : ✓1 ran a'(C 4 s l urt_ vs-.?HY L -n tc. r•ix - < w Uri r7 "R Q I : 4w O I.A. 0 ,.S.e Y i . Tire i - A �.Lr4ynR / L' c:F ,I rAi m 1 p �Ja1 N L W rt _ S tJ 4a�u �t 4. 3fir�+ C LP Gi4 Lae=rc4 •nt ap. •, N W w i1:-t alt 7iL f& r F91 N� rt s- 7 ' Ki6n• e• Ii I 4 .a::.iL -. Z�➢J �1 -f I I.H'AI}N" LVb'IiNJ J:KV: L- �•.r,_ n- ..:.. M r4 i_ANAT_81iRDDUi AL '.. 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I" T0l' HEX I" TEK J OX'jA. FROM EiEWREffO fj / 3 1 14.1' MEX HEAD TEK i 0(64- FROMIf cij f EDGE 1 E 1• e1 3 1' T /2 1 2 / sibs am," ss rw1T6 w i r t -.{ MJ 'ss W • 4 s/4• act. R o +a Eft It T" to Aar AM,a. ..._.p.-g� ........ _. T 1/Z. iV GIILSSTfOEI. i i.. 3ALUMM9NUM POPGEXISn jW','..-...w9.EvP__,,. _. F -� TB fPOP SEA55-'HR 11 1 1 RIVET N 4- $€ a0rra w MAX, i p1* MAX AT at PANEL IENH rE. . PAWL LENGTHW l af A- p 1 t 6 1' Min, i -�tj�•�) I kft a---SEPARA N TO MASS. ' t ! sire-2E3A2'' ! OF •L" a 5o i F �` 0 1 I j UMaSCREVt 1 1/2 t 'J'2• T/�N ANCHOR j {T ID.C. n/4 a TMCQIN ANOMM O 12' O.CCONCRETE . POURYJ 2'u4` WOOD -+ REQUIRED BLOCK REOUatea S C7 W E21N SCALE 3/8-1' tL�T1�4!„ SCALE 3/8-1" pnurlrrrrM NOTES!:sir MIN. PANEL LIOtlGTIN SMALL BE 2`""S" D,Cam FLORIDA BUILDING CODE Non High VebNly,Hurrtcona Z4 GAGE OALYANfZEO STEEL STORM PANEL Zone 1. INSTALLATION ARE ONLY VAU,D. FOR MAX, A.S-tf. DESIGN PRESSURE RATING +F/- 40.0 P•a,f. AND B'-p' AHiX PANEL STATER 4���,c: " �L f C 0 Iwo. �......•.-•_�•, �79AL PROTECTION PRODUCTS, LLC. P=/i'tl:me a1 2. FOR NEW WOOD FRAM£ CONSTRUCTION: WOWWD , x(OR10 ,, ' • e _ aa� sw- A. a1 A51a s1TseT Nra. =NA 0. fc +sOr oa0011 n Atha Ofi'x. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ., RWr[: (ab4}oea-z&4& nac {Act« 20-115 DENSITY OF 0.54 OR EQUALraa.+s NunrAtl - •-.�ar.a.rr,.. o�cwwzlo.. air nrAEtaATz Pt ,. oa m • Mf¢r Sa H>E' re.. Ifr ALL AMERICAN SHUTTERS AND GLASS 124 a GALVANIZED STEEL STORM PANELS HVHZ & NON-HVHZ BOTTOM OUNT" (CONN TY AS REQ D) O "cn rrJ OBSTRUCTION O - � OC TION MAY VARY-. � LA r ( �gW4� a 'A- (CDNWavPE A9 RER'D) BOTTOM MOULT (CONN Lmex TYPE AS REQ'D) (SPAN BELOW 1BSTRUCTION) PANELS MAY BE NOTCHED A5 REQUIRED, OPTI111ALY.i "r6MITCH - PROMDEP THAT CONN:C .N5 ANO � BO10 WITH WASHE5 @ ANCHORS ARE USED WHICH 5ATISPi: YIINGNtfTS FASTENED O SPANS ABOVE BELOVOVERLAPS 0 MiDSPAN (USE APPROPRIATE SPANTAD4 fERTI)CAL MOUNT ELEVATION 2 NOTCHED PANELS 1 , N3,S. ELEVATION ALLOWABLE PANEL SPAN & GLASS PARATION SCHEDULE.: SE 24 GAUGE PANELS STORM PANEL# P MINIMUM SEPARATION FROM GLASS N -ifNHZ WIND ZONE4&ES5ENT41 FACIUTIESj NiAiEIMUM � �- DES G71 AaEE F 1 TtON#LESS ,INSTA1.iAr10NSO TEfl NSTAl1.A REA.) THAN30'ABOVEGRADE: THANWASOVEGRADE tPSF) / 23 Die 6.0616 216 130.01A 6.a61n -. .(•ao 13s,0 nA 606i �� 216Ln a •45 ! 130A Ea 606N 21 6i,t 90 / Nr 130A - fi,�In x36 En J-#5 306 6 e, _ _ 6.� to _. - -.,-. 2. i •/-60 aa,2En 1 6A4ra i a53M _ Sa.Bta- 6.II IN 1 2.7x 1. • -74 / 36.4 h,. 6,tx In x.a4{a. + -7z 1 27,0Ip a.Y$ iN 2 Senn OR EQUAL TO ALL "H'- AND "W-HEADER CONDITIONS), 3. UNPAR lNT'EITPOLATt ACCEPTA&P. OTHEIkwiSE MAXIMUM ALLOWABLE DESIGN PRESSURES 'a uS NOT'M IN LIESIGN DESIGN N07ES: BCH�uLes POSITIVEy,Ar�NT}D� NEGATIVE DESIGN PRESSURES CALCULATED SEIPRAURR TE pINIGI7 IERINEEG IN q�Cp{LL{}R}OBA.NGE W[ NIN He PER pETERMNINI IHH 1C-RppA RE VJITH)AS E7ANT�O CHAPTER, i609 OF THE FLORSiTA,Bt1ILD NG CODE SHALL BE. LESS THAN , EQUALTOTHE 11:1 IVE OR NEG'AT1VEDESIGN PRESSURE CARACITY VALUES USTEDIEEREIN FOR ANY A65EMBLYAS SHOWN GENERAL NOTES: . iurc�6[rixrrartnN uAtl p[Eu f1 ,[•u[,x aNn.cu i, nc [dnR. ALLOVWRLE STRESS HAS BEER USED IN. THE L OF RED9RD Fall THE PIiO' CT THIS.OL 110 IS USEp E"ALL aE RESPONSIBLE PDRTIHGGU FACER Sp THIA DEA1p{,kVHYCH 1PITI1I TIEIg CONTRACTOR, 5EALEO ENGINES RING SHN1 9E AEall]REDIN g�,. DEPLELTIQNA, OR RPANA CONTAINED ER r-Dtt ALTERNATE SPAR CALCULATIONS AS REtN'IS GENERIC AND DDI S NOr PRDVIDE 1TE. PJRSITE COr1b1TI0,5 DIFFERENT RWM WN, A LICENSED ENGINEER 91, REGISTERED - SPECIFIC DCCUMENTs FOR UN. IN MINT: D HEREIN ARE BASED.ON MAXIMUM TESTED I4. F3NGIN RSEALAFFIXED HERE VATIDATEb: 7RUC7�AAL EE DESIGN TO $ GN AS SHOWN ONLY. USE OFTHL6 SPECLnCAT1ON BY CXINTA.ACTOR et al Ind ra NIFIES @ S ARM PSS HIS ENGINEER FORA C DE T SDA N ROES H L T LL 135 ACrtS [NGLODINO LEGAL FEES APPELLAT FEES EE L7 P0.0MM TE RIRL FABRICATION, SYSTET4ERECTIpIHr a CItNSTRUCTIOfN PRADTICES BEYOE{p THAT tVHICHIS CALLED FLIR?HYLbDAL, STATE. hFEDERA(;'1'.aDB N'FR9M DEYIATIp NA DF Tt715 PWN. 15 EXCIT'T ASEXPREASLY PAOyIDED,HEREIN, NO ADORIONAL CERTIFILATIDN5 OR ArE1RMATTONS ARF INT€ND�.' I6 ALTERATIONS, AbfnT[OrdS, aA OTHER MARKFMtS TD THIS t%IEUMBNT ARE (rl¢r PERMITTED AND INYAISDAT[ THSE CEitTIFICATIDN, II PANEl53HALt BE PERMANENTLY LABELED WIM`A MINIMUMOf(i)LAB EL PER EVERY AMEEr,{ONTRININGTHE FDLLD4YTNG AIFORMATION:- - ALLANEWCAI{SH UTTER5 ANDf,1A95 W T PALM BEACH. T S 201. TA5I z & TAS 201 .� FWRIDA PRWUCTAPPROUA.NVF036K: VISA ECALG:l0131643 'II wR)rLie{NEsrmaEXPprbecowaroRE A FOR' I Na. CC3. TlaaciNA 1@YDNTSa AuP , MINIMUM ALLOWABLE SPAN SCHEDULE UMMMMIMUHIMI 1111111 ®titAitit�.'a[EA. . MEN. .Fs'Si m��::il�REiiiWiRi7W174E�EfiliiiiE'"'1•.1 RE;iIYl�E�7� 1�E"'A . �.r'-JI� •-1% A 6Eai/UA[.'-37 t RL'i#IAE7i lh3rilR pE W t 2110 "'' .�f27a lE3itl'T..iE�dE�LtJiC�F�i10tt-7x tt�I M5NGD1S"MOUNTING COMBINATION REAI�XtNV3CRb WMEN PANEL IENGrHiBGIwATEA THANTNATNOTL'O rON Y 5[DEtt13SUPiB t rim ALL aUI MOONra titYAE1EAf30VE. WNWESNNE Q13ELnE6MENM AEaU REO 100U1' V5E0 WITH alI710DriT,rC11NnNG Sa+4RATiaN WiON GLAS561fALLUE IM ETpw SOlmIr1WK: REG!'tRED 4.00 Ar4125TO S.Zr32Na{YRIHCm WnHarr STL,Oi PDLi51 AND 2a9a PANEiS,2RRrNWITH YAral FAS PANEL :1x.5'OR M'WMIG S PANELS MY 7b•M04;ANYUSING ou"NO000C TION SO4NNW OR SDITOM FOR MG ,bEYAtL'K' ANY MD TNF3E Rw NaS,. OABdi (RHt ), IJ6lNB UNiiNO CONOSiION 5r40twN w b W1 PANEL INVALLEO ' FAOM lN,EntOrY A9JAC0Fn PANEL L K "CMX2"S,E3 qv w/aP. MUTa WAI e ON INSIDE PA_M Pohl s GLASS SEPARATION NOTES: O 1. ENDER SPAN SCHWULt WITH POSITIVE LION LOAD TO DETERMINE MINIMUM ALLOWABLE SERARATtON FROM THE OPENING TO BE PROTECTED, 2. SCHEDut.E iS RERUMw mR USE WrrR pos TINE LOADS ONLY; MOUNT INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE MW HIGHER As LOAD. R.ybr 1 FOR INSTALLATIONS OUTSIDE OF THE HVNZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 3 $ THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE _ PROTECTED OPENING TS-. $ _ O 3 L OPTIONAL INTERIOR FASTENING DETAIL N.T,S. i9 M ONAL EGRESS PANEL DETAIL INTERIOR FASTENING MMKBD{W+RDQ P¢ F PE[N•1651P CA tr�S, a f ; r2:250 Dosa"oes�p„ 2.z5D" u aU Sluux' wlv.,m,„.a '{ l�z 2Ed" 0;7str p 1p i z _ P 1'cp u.c 0:094" �'I'0.094" {� .1x1^. 1,930" 135' r- .:930" 1.180"m-'I` --8r`''1N- -O0..O09542"" --'•Hj1 "-^HEADE.R 0.G94' � d,Q8' :aDqi� �z5" p6x"00 g IN 1a,F-cPA 4rcr.1201w nTYP TYP 0.3 482" O.�`I7RB^..E. -Iu � T0G:1'5 B - -10T0A!N 0 , A3UDD07YP $fI(ii V<o3i NF<iYMti1, H s :�i.N 1iZ1,45t .0B07n 5"PAPNANEP L ELNI EOLL,EVNFG0A0R.,931067"59-"x. :. .T Ijll�phl 'EK a S,et_'F 'pp��tl-M-IfTif.yE0. p'a, 42.0 2.Oll D•090'`-Oi7 00"1"-,25 OD nY-D N-VI 51 1 560"-S1fl" r1.5a0"M00:313" '65" 0.37615b5 D119 05D:3SD1, ;45a, " •0.. :9". ' 37° r' os ,:.-T. , 0190. 7S"5 OS� ASD �T D A-DraDiss N TYR, Ty. 2.o.9 9ULb-CUT 'P TRACK vn'N•r.•L ! l! .(.N$$to,9ai flwm. 1RACK 11�-r� INA�T REYHCLE A9iER .tip Le nu„i. I D.i4D ":' w -n P JTn zl.uu. � zh LEI n yR4 r rx KRa ti 'e!, s ta�i11 :i rat:;; _I.etal TDM- 012 "'"'--.lie LU -rye REhNSEri: f''� S � CLy7 a7 `qa��,'• .�i �e ar•J-Rn-+Ju. "F' ANGLE W.tC!( fDliF1VDEDl 5 Nr'" 1000" , Y`D GI Y&'RZATCPi II ". E;AkL r .IaiY-(ill tiI rid rli C3F OVERLAP I u..r =i.t a N 4"MAX CORN9.CLOSURE DETAIL A 0 a tr P5 e.25" MAX, 333 a er,� _X%niu BUILD 0l1T to a Neon. ui�W Oa /:l: l_mII MUIINI f1tiSURt11FM11 rosnn DISTANCE trun Nrvrrr{ 1.ODD° J `' EMBEDE. d OVERLAP D-y1uWf 3.t20'.''4v P1A7C, '3 %,-s> ti,+,KvJ: :_::' .:n uD-OnrNrnlNclrillllk rFlnn . Y L fl l_ cMAX.00 1 25°..- ,f4T.5.. .s. L h n-Aa-PAL s�. -4'MAK.. MIN -w•,�-ill-P to F,;>�wct' 7[ r S'lx,: I+.,tla ,.. Teen :,P.aa -;I r=�--.,'., r n-. mP•uP-^ ' 'a: ^C00.NERCLDSURE DEI/11L fi•CS^H M}:'. M e7 p: U BED :- TRAP MOUNT CL9SUREDET `"7"T IFD w+iTft � �'-� $. F lY AIL hCT: it 1� x g pa ,I.. V N.T.S. IIPP, - l0 EENNBtCOFE 20-31543 PAda pERERrP1iaN! -_ �S ANCHOR SPACING SCHEDULE: 24 GAUGEPAr•ELS;: PANELFASTENERS®L2.S'OC,: swim - MM < �E��E�E�f�� E� RR �. ®F7 fmim MG IMIM..........:...:.j a / / r'l MR M / � J ! f% / WIN IN / / l fir W % WA Ja M JIM 3WWI / �%�J/fi% /%10 we,////f///®fir/////..r/%///. �• I�I MMENNINMR/MR/ � f EmmaR� ' �� C N Wr DISraN, ANCNOA ►RESSURE TYRI PS RVNr Lip ICY n':IY 'N 'AN.IN IOffla• PAN }P-lf lit'- IY 1 I 1 aQtltl TYPE. Ci a O C4 CONK TYPE C1 CZ C3 C4 WMN TYPE CI CZ C3 Ca 1/ 4.-EMBED 33: I A4'Kr'uHW 91 4B. 5Z T2 12 S 16'(Y 1G0 1 9" 0 Y2 S' 60"60 3, 7 " 1 b 12 S 1.➢"Ib0 67" 6 x 26 16 b 0 ib &B" 1 25 6 ' 1 D 13¢ lei" 1.51 14B 6¢' 40 6. S 1 5 60 7 60• S 160"1a7 S I2 ' x2 5' 160 160 ISa 14 7 69" 8 D"' 125 z 1 S 36 0 1 . ' 6D 1 7 a 1 4T b➢" 1? 5 ^ a 166 1. ] 66" D n' L4 t 1 ❑ae[9 1/t' 33 4Y00DSCREW 41 iB 32 72 E25" 16,0 160 101" 12S 160"121 7 " 0 125' �-108 16 0 62" 125` 6. Y4 1 0' 1 I" 12S 1 0 60" 6^ 97 6.. 125 I... 125 123' L25" 16.0 120 16.b it 1" 16.01, 9.6' 7,0" &4" &$" 125 Iz5 1Z1511 " 7b -00" 16.0"-95" 96 3.6' 86' SH" 5b"- 125' 12 S' 125' 160" 9.6 b6" 1E." • 3.6" ➢ R.6 16.0" 916" 5.6" a' 1 3 11 x1-14'CM CD b 33: YAP ORa'CFAS" 4% 4B- R 52' ra- 125"]fi.0 161.0 " 1 2S Y 60 11.` S 1 5 2 160" 102 12.5 �6;0 13: " ] i 5' 2 6. :':9" t o z 2 1 5 1 s 1, t, L2 5' 16,0 ILA" 1',I5' 0' 9,1'-. 12 5' L2 V, 16:0 10,5" 12 5' 1 2 1 9 715•z' EMBED / .tl6° 33 All PIIINI'(,rR YK: 41 v'OOD Bu5HD10 48 y 52 » Y 12.5'. 16.0 Sfi 7i3" 12S 15.5" 60 .5,1"- 12 S' 13.BP i3" a. " 5 6 lZ. S' 16.07 ¢' S:9" 12 S 12.5" 12..5" 15.41, 5.9', F62s 12.6' 74,2 3 3' -07 5 S 1 3 A7 n" 62 1 4:Y a B 5' ,? 3 4.T' 4: ¢" ' S 6.? 32.6'-'. 4-1." a.0" d•23" 32.3^ 4:r" -4:Il" ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT OWYPRO VIDES MAXIMUM ALLOWASLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALLAPPL , Y 2 EN E11 CH U L EXI T ANCHORS ED LE BASED qON PANE FASTE ER SPAC NG THE STING TVEMDESE E N I, S R MATERIAL S•ANChIOR TYPE. 5 ECT DE GN LOAD TH: N OR URLTO 6GATEVE DESIGN EL $I OR A E N R LOAD ON 5HL717E AND SELECt5PAN GREATER '.HA S E R TEAT MORE EQUAL HUTT UNTINGDETAI Q CONNECTION TYPE BARED ON APPROPRIATE NgN1NTiNG CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENRhTCATION OFC6lNNE'CTIONTYPE). 3. 'PANEL FASTENERS ARE STUDS USED IN COW U I1TH CTI .V L MOUNTING N ON AL NTING--:EXTTiU5tON5 °F"-TRACK STUDDED ANGLE ETC: USE6 5 O.C. PANEL FASTENER SPACING TABLE VALUES OR ( ) z STEM R GIN. T 8 LU S F ALL"FAND °U"-HEADERS (INCLUDING 0 T"CONDITIDNS). 4 ANCHORS SHALL BE ONSTALLEOIN ACCORDANCE WITH MANUFACfIlRER5' RECOMMENOATIDNS,: 5, HOLLOWS HOSTS UCTU 5 L 0 O TD T 9D C LOCK TR RE HA L NF RM AS,MG BLO K, 6 MINIMUM EMBEDMBNT P? L. A5 NOTEDIN ANCHOR rw OULE, 7. F1SMHEMS.MUAM EMBaED5MHENT AND EDGE115TANCE EXCLUDE:STUCCD, FOAM, BRICK, AND OTHER WALL ES SHALL BE IIM17E0T 14"MAX OR LLBE VE IE YD HE O t 5HA RIF P B T R.5 TO ADESrWTELY TRANSffR LOADS 70 HOST STRUCTURE e: CONCRETE ANCHORS NOTED HERE SHALL BE D , O U tKE CO ONLY, IN EMBE DEDT NDITI D NCRETEON Y 9. WHERE EXISTING STRUCTURE IF, nN00D FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTQAOEQUATE W40D FRAMING MEMBERS, NOT PLYWOOD: FASTENING OR HEX HEAD, DEWALT PANELMATE, ALL P•O[HTTS 5'DISD-SET a BRASS BUSHING. AVE If2' MINIMUM ENGAG6,iENT OF THREADS INTO THE BASE A PAN HEAD, TRU51 HEAD, OR WAFER HEAP (SIDEWALK BOLT) U N.Q. EDGEDISTANC� EX CLUDES STUCCO OR OTHER WALL FINISHES, DND I SWHI A E TAC PIA U E, Tr S. CH R NOT CE BLE S S DI IO 7 NS NOT PERMITTED'FOR USE 4VI1'H-THE ANCHOR SCHEDULES LISTED ON. +� 3 LU W Q 11 N N 2 O O CU CL cn vCU CU W L O N 0 CUO CU -N CO '0 0- ��/ Cl. i . a:UJ e.�A CL Q z z W J C1S , 'C7 > W C:) o s C n O gypp_�-"•_��� r L•j C f0 co N A IJI N _ W y O 3 =' ou x G V . CU aid Z1 L,A ry i O G ca 2 >, C E O .o CU I 0 L_ C IL Q U CIO 0 L� U W cl) �V W LLI Z Z Q J d SHEET N0. IS 1If 5 . <-; ii'k t .: .. 4 _ _ 4