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HomeMy WebLinkAbout36536 Garden Wall Way1; 3 v, a c0 M LO v N 0 0 0 J N L0 O I N a CN to LO O v 0 a �o J N 0 0 I NO i i 0 cn a c a M O i a E E 0 S o� Z U U 0: 0 0 U J 0 r7 N oho 0 0 a rh CV N 0 i a m v N ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handier Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot! Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Cig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wail COMP or Comp. Compressor KANALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer ILL Lintel Length TOM or T,O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proofing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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. 07-27-22 4.1 ADDED 4" WALL IN LAUNDRY RM 11 JIB I�- Ii LENNARsm 3326 All 1 KLM INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN Lu 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS Lu F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS D3 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1.4 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. C%J 4 LLA U— r is racy `a�C .. H ev ;� ss N'%�,�,F iiko My UFO_ • dddlsl►a `� \ �J To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a v E $ N J co In N N 'Y tIJ U) I" M CD V 4k u. Q t C. J LL LL W LL , o- z -mv a y W = ' N �p m Z ci W T Z Q � Lo co N Q o' O BI O U U U) :: z � M 0 0 z N z � � � Q M N z W 1 ' V o LL ij— W O� W S U0 �N c h Cl) r— J E oB: C) O N 53 Q 0 O ®® o M M z g w Z L.t- cli z® E O wo OL O as 00 ❑ 0 ao ¢o r<Z �w L Ln ciao g¢ OV w0 m o0 Zr m �o a QW z o g o a WU5 > W LL N h o wa ao 5 o3 2 r E2 L 1 m 0 Q F M O Col O O J r V) ca co N m c Lid < M co O O co M -- 00 LO M Q u7 Ir- r 0 E w c CO T- M 0 Z Z E O c a o U -J a m Q p dci -J JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. C S II -_ 1 _ I 1 1 f 1 III 11 11 1.1 II 1 I; 1 I_ J__ I I !I 11 A TYP @ 1 STORY D S3 FHANSON BOX DRYER VTE S3 @ 36" AFF TYP @ 2 STORY T VERIFY METER LOCATION WITH BUILDER y T-0" t H.B. f 0 60 3 _0 N I T p S3 O- E a I SHEARWALL D2 CAFE 8'-8" CLG. C 00 o CARPET S3 SIM. W/O Q_ STEP 2x4 #2 SYP W/ DTT2Z @ BASE I 18'-4" io 12" SH EP r 8'-8 C0 FLAT !LG, TIL - _.- cCOo `� 1,1 wA. o� { - `�°, 2 6 - VERIFY LOCATION f---_------ -- I K ELECTRICAL PANEL I Sq BUILDER TO PROVIDE I PROTECTIONO-6-0 WHEN REQUIRED PER FBC I I PANTRY I I I I O pSTUDS CC S3 20'-8" . - _ co R S 0 _: PT. o OPT. D I I 11 I I 1 I I II I I I I I I I II - - �A`�' `• 2868H1APPLIANCE 5 -7" -._' IC S3 TILE _. _ . 2868 _ - HDR AT 8_0" OPT. REF. C° II1 H1(3) L 16 2'-1" 13-11" M_ Cut) p = 9'-0 b 63 TYP A S3 ' ROOM 8'-8" CLG. r _ ..- --------------- -. __..-._ KITCHEN 8'-8" CLG. TILE II I �GREAT IIII D.W. -1 a yt zI r i- SIM J WIC TEI I af 1 n I _ _ - 11 SFfi 12 DEEP I W -`SiII o W1DTT2@PY � I T 2 CAR GARAGEFIF 8'-8" CLG AFF I IIiII _- -ul 4'-0"cq 16-8 4'-0" I I i 1 I I I'IlII I I I I19 o00 o53 I I - - - - ------------ L1 -- 7 6 -CARPET Ft LO D - v q ' -17 i 3068 21'-0" 6'-7" 2'-6" 3' 4" 1 T-0" I i 0 o M `-� I _ In I 3 2x4 #2 SYP 2x4 #2 SYP LIDS w/ _ InSUDS W/ DTT2Z @ BASE DTT2Z @BASE PLUMBING LINE TO C~iI r HDR AT 8'-01, SECOND FLOOR i� R&S - - - - G! f-.- - 10" 2$68 1 R.A._T PL1FT 3,., '-1 " -T I ( 6,_4 I FOYER 8'-8" CLG -- O_ iv TILE, �' - 6�� -- - - - _ _ _ _ _ _ _ - HDR AT 8 0 HDR AT ---------------- 9'-1" 3'-0" -!!V-!8 3'_8 iv " I 18'-8" NTRY CLG AFF - "o Q 19' 0" S4 R&S - - - - - - - - - - - - - 8-4„ O " OWNER'S 41 D3 SUITE 17 8'-8" CLG. "' CARPET I SIM. W = W I H3 2068 z rno I J L0_ -_ _._ .I.C. 60" X 36" Ico, 18'-8" CLG. - I _ SHOWER CARPET - 0 CD I I FIBE LA N SURROUNDCa _ ND _ I --.. `- f -- ---- I I I I ; I I I I _ I oo 266$ o __. I -� - FLEX 7 8 -8 CLG. ... N '� ° CARPET TP 5068 BF BEDROOM 2 8'-8" CLG. CARPET B L6X N "w o0 B Q O m W w Cr NO Q-266I S4 SIM. Wl0 STEP H3 - O. BATH �8'-8'I C I 68 r I 1 . - - g '$ C - " G AIL 8" 12'-0,� In N r,'D a _ , SHERWALL III IBERGLASSW EQ E URROUND- 11 ------- 5-SHR&S i 2H.B. A TYP @ 1 STORY D O 25-SH J TYP @ 2 STORY �� S3 S3 S6 '-I" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38i 18JX37iq S.H. 14 20 X 50 J 18 71X 50 S. H. 15 20X63 184X624 S.H. 16 20X72 18JX714 S.H. 11-12 271/4X26 26X25i S.H. 11-13 271/4X38-a 26x371 S.H. 1 H4 27 J X 50 e 26 x 50 S.H. 11-15 27aX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37JX26 36}X251/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J4 X 50 i 36 4 X 50 S.H. 25 37 J4 X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 J X 37 a S.H. 34 54X501 524X50 S.H. 35 54X63 52JX62-1 S.H. 36 54 X 72 52 � X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. CliPnPrnl M(1tPC R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET �H SEE SN SHEET '� 40 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. EKKKOKKKOM MASONRY HGT. @ 9'-4" A.F.F. womMEEMBEEM TYP. 2x FRAME WALL I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN E L E V A 1 EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=1'-O" (GARAGE / LIVING) o a> -c 7 W CIO LU s �m>< N ca ra a.. a, 'n = E o 5 .r S ••. p<y p '3 LO F:1 AoiI fl E 51(g 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. 6Pi �.. E B A C5 C N W- N 00 N O q NO "k W J W s 7 LL 3 Z J D W L d o W �' 0 0Z Y, Ow . LOC7 N ZOU M o W El El M P N M o � � o � Q J U V) N M C-✓ o 1.1�+r•` c' U Owo N C�L 0 w. � > Will U) c� � _ E _® g I s 8 v N vl o m J � o w z � (6 E oO -F QN � p m U w= z© od F- r6 o E g o 00 ao96 ww A3 _, ¢o OU m� o ° z r c� gQ aQ m �0 �w a� �� z > R ° LOLO m M Fes- i co cc 0 J r Y Crco M 0^ m m C Li r Q CM CV C .Q M N LO M L r E C ('� M T O z E Q " c it U � Q p 1 c 3 JOB NO : 23-00523 SCALE : AS NOTED SHEET NO. 1.1 r- - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - HEADER SCHEDULE MARK HEADER SIZE REMARKS F(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 11 114 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 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38J 184X37i S.H. 14 20X50J 18JX50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18}X71J S.H. 14.12 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38i 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 277'X63 26X62112 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 314 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 i 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 J X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-Al SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. 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. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 11111111111111111 � - -= 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 "A1" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) c-i O ev c a � W C%A o L X y.: C W G1 y R O L N © f0 lV � N d 0.1 c CD ao A Q rs ' 3 � m y as .oi • w as _C2 N d- c E o a U ae'�519i � k'i € a l 11 r id��pp ow ` " *i lb 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a v E 8 V 0 N 0 C: U r 00w N U) Z Ni Q Qj CNM0 � u' C J LL L LL W a Z Lu - '�� o- , m .� W C 9 o =1 (6 N m Z IL U) w L MZ a N O O U U INNA W D D z � M o g z N z � � � Q IN z a o �_ +J rsi � w _ g 'O^ Iv I w o N wa (J � U 1- L $ y�1 C) N Q • N o w M M J z � z Z Q g wE ce w� Mo zo <R Q O E_ oI z© p E 20 -U O¢ 00 10 0 w L wo 1z Qp m� O F ? m J U <° Q W �z �� 5Z a agocn C w 4 0 w F r m hz z. �� O J <F >�I 0 Cl) ct oIQ 2 o � 2 r = w / //L0 N m co Q co M co :3C:) 3: C:) r Yco r C0 m c ' /� u i T a-+ a) M Q0I C:) M M N Ln M Q T' w co M r 0 z z E Q v; B r`a EL U J Q p J JOB NO : 23-00523 SCALE : AS NOTED SHEET NO. 1.2 `1- in, -J CONT. HANDRAIL RETURN TO WALL DETAIL. A SCALE: N a 3/4" PLYWOOD DECKING 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR SECTION_ SCALE: 1 /2"=V-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3W (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the 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 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 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. o0 60 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / fn w 4 > / MEDICINE CABINET o0 � O~ O~ d O > CV > M 04 M cocM 0 MIRROR IL 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER �IL-4 — CV FIN. FLR. 0 ( o DW M KITCHEN ISLAND 0 BATH 2 O Cl) LJ A, O <V 80 00 M OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD -o Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR _ a ON BATHROOM WALL SHWR. o VALVES w o 00 2 1 C° SOAP 00 o DISH U 1 I lid in 0 0 _ o d. 00 _1 M M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 00 0o 0 n MIRROR j 60 i LJ r3 BATH 3 O 0 iv HOOD 0 Ch RANGE ID 1[�x " 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 0 36" H BASE FINISHED CABINETS- 0 COUNTER TOP 30 H BASE O 00 CO 0 2x 00 FRAMING `— cO CO 1 /2" GYP BOARD - T FIN. FLR. 2x P.T. SHELVING CABINETS �=IN O � 1 M CV ISLAND COUNTER SCALE: 1 /2"= V-0" CD 0 60 00 CD _1 (O T CV N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1 /2"=V-0" en CNJ e� CM d� LU ilk > LU ©m c Lvv —.am yc es c+ 'N 'CS fV .Cc N O Cc > = CD a.. m Ta a, m.a ;^ � c °> ev a+ N g' CD C E 1 S� l l0// �a,,��yt41111 wtv � An C 1. , a� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W Q �E o G N a�00 N aro N n N n 6 N Q �r�iov � LL C LL LL W JLL U.-, 0 Z 13 - O ro r w_ f� $ N O � '� co o ogre W T. inLLW L0 m Z Q Z N O U W El El M � z N M O � z N z � � � J CL V) N M z o L.Li �2 0 N L1J o � w �N LJ.J J I irr'ry• L V = r N CV O> 0 W CID cl' J ? � Sz Z Z � U- d O zo g0 zo QN E U oa CU F- r0 O CDC C o �< 00 � U U� Zwp Ww 1- m CID C ¢ o a W 2i m o 0 Zon J As a aw z o� �o T z N W W m 1Z 3 o w L F > 0 IIIIIIIIIIII� M N. a? U U c ar > d' LOLO m _ Q M M 0 J r U) m � N m LO r O >✓ co I C) co C7 N M M r LO M Q LO r E c co ( Y T O z N z E N CU C d U � Q Co C JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. 2 1 t -T r T i C. _ m bo a0 60 12 5� 12 �5 SHINGLE OR TILE ROOF PER r1nRfiRAI IPIITV CDC('C IAICTAI I Cr%DCD FRONT ELEVATION - Al 12 -I t -12 S�T��5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS -INSTALLED PER 12'RIDGE VENT L { _ - - _,—_• _-- :____e �.� _1 MANUFACTURERS SPECIFICATIONS — — — — — — — — — — — — — —------------------- TOP -----HDRHGT. 11-011 12 r _ � _�L�-- _'_-- CV <� S�- =� EXTERIOR PLASTER 25 SH 25 SH ON FRAME FLASHING CJ CJ ----------------- '_,_"='.':_'�-_�.�'•___� Ta-__I -��—---------------------------- ndFIN.FLR. , — — —.r _ T.O.M. ----- ---------------- CJ / WEEP ------_HDR HGT. -------------- I FIN FLR LEFT ELEVATION - Al REV. 09.24.21 M c ®:= LU M LA-d C)- LLJ '. L. � d 6i V Q � 3 � L W Cj lu � ® H S� C E Cc O % OWN . t��L---1 , .. �<.� ., �•ul To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,W Q Ep pN N U 2 ® (0f b � r 00 O 7 L0 0 Q M 0 J u7 Cu LL W n. /n Z JLL d @ t N 0 Wy _ 0 o (aNCO o o W IL Z 0 � NZ d J 0 Z N O U L o _ W ❑❑ ti M z N O � N z � � � J- 7 U v / 0 v _O 11710 cn W N CIO � 0 V) l� W o a Ywa ((S r cn Ca f'- E t0 D V 01 z��W L U o u c U' d ¢ N o m � O J W M Cl) J ¢ 0 � Z C � LL � ce _ <o Q� o E a0 wz o w .� Ca ¢ O m F J w zz F� Z Jo U5 0 < a w o¢ =3 J �O w y0 d wa OU ¢ zla c s r LOrn LO Q t9 CL � M (d O co O O Cr r � CN . m m 4-i L0 <� o N O N MCN C 00 LO M Q E c M Ch r Z Z O m c co a U -j Q pv JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. 3.1 L 13 3 i N M LO 0 cn s 0 J N 0 0 I N x Q 04 cV LO L C Cr O O J LO rc 1 0 I N LLO Cr 7 N ,pO Q c L Q N N E F° N O x G C C J (D tZ P U Ci- c U i N U 0 0 0 U J N N Q 0 0 a M cV O 0 0 Q m 0 T.O.P. HDR HGT. T c0 CV EX PL Or 2nd FIN. FL N. T.O.M. HDR HGT. FIN FLR bo N 12 5 12 Zz::::�5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P.�_- --- � ------ HDR HGT. 1 t-Ott FLASHING �' \ \ EXTERIOR \ \ /4 TIDGE PLASTER \ OFFR FFRIDGE V VENT4 O 12 _ NT \ \ \ 12 ON FRAME 5�' l \ 5 r _r 2nd FIN. FLR.— • T.O.M. T-� HDR HGT. ---1-0 — — ------------- ------------------------- — ff I � I IMEMI�------- FIN FLR REAR ELEVATION - Al RIGHT ELEVATION - Al REV. 09.24.21 CM - cn oW •y tz r� o >_ ea C.% N m x N c�-n. co o VN C4 >� m o d d *�� c N C = •:cc'tea G E f0 � a t i INt,`oW111l1ll// e. r SE N f ' J Cz OFES I!!lIINI 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 tE o m 8 v Q m aoy N N q 4 Vi a M c LL q LL C J LL a- /n Vey i J — -O Y d W W��pj°' � Z IL m w to M Z Q N O U O Z W ❑� N g— o z o J — d � N l/i — M Z a o La.J � V 0 �N w o U) in U c LLl J cQ O z L V = w N 'l ' C) ¢ N m O � O J z W M N ¢ Z z .J LL El w o �o oLL Qa EU z® F—=, f6 CL �o 00 U O ¢¢ O Z GOO az ¢ o W w rm `a c d ¢ o O U m 0 o ° Z v m J °m am F aw �z 0.- z go dz WtoLL C� m O Jz �0 > M w r oQ S n °F In 2 T In > de L �-�LO Q c� M co O co O 0 r m � m � � �NJ �.1 r a--+ 0 a co �) 2 M 00 CM M Q T T E co r 0 Z m Z E O E C � m a E U Q p JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. 3.2 I I --F----T--r- -- 0 . ] ! M 3 x a M M L0 L0 <n 0 .ten Q 0 0 J LO pN LCIJ I N ca L 0 C CCr 0 W7 0 0 0 N 0 0 I N rf L 0 7 Cr LL 0 o.. E N E 0 S c J y m LZ U yam.+ 0 vl 0 a c 0 v U J LZ N N N r O d N O N 0 a m 0 2 1„ N Cl) 2" N � ra 1' VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2"1 BUILT W/ STUCCO. EDGE OF OPENING 1'-10" N ^ N 12' CAP 1"RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 4' 1/2" RADIUS 1" 4" VARIES VARIES M Mla SIN CAP iv C° 1" 1" 1" 1" 1'-0" 1 '_4" C\l0 M NL 211,VARIES 12 I1 VARIES 'TN 1'4" ll 1 1 1.0 1 1 1/2" RADIUS 4" 1°- 34 4" nil T� riTv 1" 1" y 41" N r r� rIN 3" T ���� 4�� 4 11 2„ - VARIES 12 M 3z" 11" 32 2 1/2" RADIUS BASE <O iv BASE ra 4 a • 10 �N 12" *NOTE: VARIES 8' 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OPENING 6 1'-6" 1° 14 2a' • io ' N 1-1/2" THICK 1-1/2" THICK r241 C� _ �. T O 10" L 6" r _ IN M 3.� a 2 N 2" 4 3„ 6 2„ 2" iv w � w rSv 1-1/2" THICK 32' 21" °la 2'-4" 52" 1'-5" 52,—� 00 -IN `7 a 1" 12 0 5i„ 4 jl VARIES VARIES 2. w Q TM r �- • VARIES VARIES 4" 8" iv iv CO Ca ; R Co N Cl) 3z �� ^i Q^ 1 41 Q� KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING 4" CO NE F11 OPTIONAL 3 a),KEYST( �.� 4" WINDOW OPENING Y"i NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV FV 2 VARIES 2" (0 00 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH5j" • FOAM/ EPS MATERIAL IS ACCEPTED T_8" 4" T-0" 4" 10" 1,_4„ 101, 14 a" 114 - o N 12 2' 1 1'-12" 5j" 7" 1'-4" N CN 1" 1n N CV W O d • z N� GENERAL NOTES: j— ffs"`r • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH tva e� � o CAA d� W cn LU.r+ LL. r' ci na P, =.6m>e d � ® c aC 3 ao = d C� ��. o. ro o a- v O w- co N O CV 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 11- v E co a 6 C. V O m C - 0 -s N N N OD r� 0° N V) J LL of C J LL w JLL� IL w Z L (0 Z Y2i • W O t4 N C6 c ° 0 w rn JI-- Lr) ' Z Q i- `,MV4 N Q J OU U O Z E1 ❑ Z N M 0 0 Z Z r= J Q_ QE3v 0 _o LL �r f6 wLU � V O w g N wa ca a w J zrT I�i gill I (o w ZZZ {•L z Z O '0 > N Z� a oz Z® FT r6 � 0 0 O I_ �¢ p� N w00 ww C C Qo Q m 0 o0 m t)J wo ¢ rz g Z o< go W cn p a ¢¢ ¢p O v 0- °3 0 o r ;n LO LO d m i--� QCcc N Fes— M O co =3 O r m� W m � N4-1 r /^ r QI 0 -2 M O� M N O -0N CDN 0*)M LO co Q r m w C'7 c O Z Z O N E O N c d E y U Q p o JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. F 1 ri r l r rr r 1 nlA I I I I-- - - - - - - - - , -r I� � , . I. - , ilIin, ...,. �:�.-3.- I i�-C-,'..-- -il - - --iTf -i—i -I - I T-T— 1 ---i --T- _ i i - n v+ i 'v s Elf ca M rl) LO 0 0 0 N CD un I s a CV to L0 v 0 .a a 0 0 J r'7 rN 00 I N L0 In 0 N O J7 c L FU" Q N N 0- E E 0 v c J h as L7 0 E i m 0 i 0 O a a� r7 N O 0 0 0 cV 0 Q m rn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET ' E G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;O) EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) & CHIMES (OPTIONAL) �BP PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © 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 G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER 10 #14 to lights 8 outlets NEMA 7 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH #8 to Range 10 #6 to HVAC METER MOso=2/o 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING 4 Bare Cu Ground TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250,52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. VERIFY METER LOCATION WITH BUILDER 3'1 )(AV / Q PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: )/4°=V-0" CM d � W tA— s a a Ca ch t/f ca p u.- N N' ai N N Y � w L _ � �a �o a 0 M N 0 N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N o E a o vCR s 46 LL C J L. W M u-�_ 13Z 1 —a a m c L o Z - "i �•�NcO O O W IL U) . r. m N N Z Q aZ OU d c Z ow ffl W El El N Cl) o S m N z � � J N ^ z C ' W 0 �a o 4­1 cn W O� I(+^! v / W g Ly N in c� EUj I z i U O N c to u Q O ®® o w C.0 J o z Q L.L Q O z o 0 o }N Z< E V F Z 0 ❑a — a 1 �0 &� 00 ❑ ❑ q o 40 �Z N to ao mo o ZJ i� a ° Z g a W'0.o WLL ¢o m aLL — �3 �Z �F a O I1111111111� v M o3 NZ '^ m CU M :3 C:) m Y U) m cc N �..n r , p `E M 0*) Q O c� (co N C3� M M LO M Q L0N r E T M o Z N Z E O iii � m c a v ¢ o c -j JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. 4.1 TTTT J 1u —,,I � 1II 1 _ 1 11- 1 1 I r , i �If I, i - I i i _I- e 3 a cD LD L0 v cn 0 Q 0 J N I ro tY a M M L0 v` cn 0 0 0 J th L0 0 I i L0 a� Vi 0 a Z2 0 Q M O i a v E 0 2 v J Z v 0 �I CL U 0 IL 0 0 U J ti 0 iu 0 O a CN M CV N CV 0 Q m Cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P'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 EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PP PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) TD 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMA1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI Dto WH to Range to HVAC METER �l I' MO50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. ----------------------------- 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 SWITCH & LIGHI IN ATTIC SPACE 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------------------------------------- BEDROOM 6 12 ROUGH -IN FOR`\\ OPT. CLG. FAN/ \ LIGHT PRE -WIRE \\ � I ------------LV69 / \ S.D7. qP / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE / BEDROOM 5 I I TO 0 C.M./S.D. i \ LOFT I I 12 I \ v v _—�— �N, ROUGH -IN FOR \ I OPT. CLG. FAN/ ---I �� LIGHT PRE -WIRE r —1 I Pick I / I C.M Ak BA. \ 1 I I ROUGH -IN FOR / G OPT. CLG. FAN/ / LIGHT PRE -WIRE / BEDROOM 4 I I I I I --T-1 I I L I I I I I I I SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" c�a C 10 M a .= lJ aw ©� a- o c. C 'M C3 N _9m>e c u fA y Qf O 10 Q r N ] G ,� ty •� � y r cC $ cc �C RS N E C ffl O d. U a^7 N 0 N 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 Engineer's signature and seal. dr�yy V 8 m CV co N 0 Y N 00 tL'% :5LOca �# rn Q N O C u- J iL , W a a r _j a — _ co 1? w Y = 0 :3w 0 W �26iO' m w Z NO MZ a N Z O U < v W O❑ V M CD z N 0 0 CD z C z � � Q N z (D 0 4J lL LLJ U 0, g w S c y V� c-7 w m t— E I C) o N CLI 0 ®® 1I� N M ti o J w M cy"o y z z .J U_ tero o wo �o >ro � QZ® o_ E V o� z oa E 11¢ 00 0U &¢ o I� o z a CU Qo mo o' J > �z ?jZ F o< go a o > ao �w rk J Z ¢ < = F Y =O O M v 0 d H zl¢ � 3 c o�— = 120 ,L / u , Cy) Q 0 M M O j 0 _1 r W m N m L0 T QI i--+ Q -2 M CID N O M N di CM r LO M Q LO r E E c M r 0 Z E E O y N `° v d E U _j a Q p c CU JOB NO : 23-00523 SCALE : AS NOTED SHEET NO. 4.2 _ __ - _ __ .I II: 1 — — — -i —� I - ATTIC VENTILATION CALCULATIONS - Al 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 f of vto SQ. INof SQ. INof 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 17 16 2 8 1 4 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. v+ 3 Q N M LO WO 0 v- 0 O 0 J N L0 0 0 I N S co N M LO LO G Cn 0 Q M 0 0 0 N LO O I N L7 Ln v v V) 07 yC 1 F.. Q M O v E N E 0 S L O C c J N N LL.. CA L Ev c + y v 0 a 0 v U J N O a M N O N 0 a m v N NE-2 fIC SPACE 3Q. FT. ROOF PLAN — ELEV—Al SCALE: %4'=l'-0" cm e� c • a � C-A �o w � 0 �UJI o. L p .6 ell >r fv m e-, _ ca o N O •a y N � RS7 y O = Zz m a,, ar sa c CC a c � o 0 W Ve CD .. Off` S si FL 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. a 8 o m N C N ~N �. O d QD N 'roa S ft M Q ID M V 2szs LL C W J 5 W U' V •z W t N V 3 � W y'•oco O 0 Q Z LL 0 N Q J L0 co a N O0 z U v W ❑❑ V M 0 00 z z o J dN N ^ tJ J CJ 2! M � W4111"11111111M (Druv _ L.0 � U Oft A 0 �N w CD rti - .3 (6 - 0"U) U c � of •• MM U �l''� Of N O � W J � S Q � LL N z d g O > M 1 0 C1 O E o f Z© O to E a ao O z to t o z CO ao mo J "m ¢z ¢� �z z W Lo 3 O S< W g g8 a s �- aii 3 � J o a¢ y0 C r V tiIW O Q Oa U 2 y r = >� L LOCC �n Q 0 IM co j � co � O —J Ise r Y r V) mCC N^ }J C Li T -o c) a7 to -0 o CD M 04 M CV LO M Q LO T T z z E O CU a0 °J 'a a JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. 5 ,... 1. 1 11 1 j I I I[I' L k-d—l dlill I11 14 1 1 1 I —FF -- -1 _I _- 1 I 1 1 1 1 11 EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" xx O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" i x a co N r� M L Ln 0 o- N 0 MO O 18, rn Ul 0 I N S ca N M M L0 v (n 0 O J N Ln 0 I N L7 LA v cn rn c L 3 zl_ N N v C E N 0 a ayi F U E v U 0 0 -U J O N 0 N �O 0 0 a rh N O N 0 Q 559 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78,58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2%6) or 1Y32' EXP. 1 (3�6) TILE: 'Y32" EXP. 1 (32/6) 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 1V32', 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 a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. 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 [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 1 Od x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 1Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1Od 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" SIDS 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" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 114" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1Od 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 TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2 PLY CAF�IER� x CONT Ltu ER tj cc NA m LLu L 13 0 0 (u U-j z 00 CjCL D -201 z zo son CCD co Co D SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-Al SCALE: %4r=V-0" -ram as �, >. LL C%j osc+ ca � ca c cv v c� LAJ N N C L.6 d N �I �L 11 l-i 1'.;�� ; a , �h i - �F_ - - i -F-1 - F_ i l I 3 x r-� m v c 0 Z2 0 J N LO O I N x cc N M r+j LO L O Q M 0 J C14 If I N C� 0 rn c O J e I^7 O v a E y N E L v J y LZ V E 0 UI y N a c v U J N N 0 0 0 r7 CV O N 0 a m v cn Cl) LO (2) y�j U U U CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 1P OF GN ENCLADD CLADDING WIND PRESSURES AND OSUUCTIIONIS FORM AN ROOFOHEIGHT <_T 5 ftND ALLOWABLE RS H VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) I (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%e) or 15/32' EXP. 1 (33/16) TILE: 75/32" EXP. 1 e2/6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/_" x 0.131 ") NAILS OR ASTM 1=1667 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 (2) LO 0 M U U U o� • ¢ ¢ /n\ / \ A1A; M2 • • • Q CJ1 CJ3 CJ5 • • Q • I I I I •.... ...•.. '... ... ... W I• . • • . • • • . . . . . . . . . . . . i i EJ7G AV i (0Q i ' 62 E)1 W O m is (2)&/X J S6 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] L � 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 RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- wl (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 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 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S 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 & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16D SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 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 (B) TRUSSES (+/-6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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. (A) OR;PLY PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" N C c ea C w U- v c mwCn _ Z m x c �•+- a. N N ,2 N O (� a>' c- � c E c CD 'V aY L . 67 67 j ate•`—° T E c a tj S 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. M LU q E co 8 C 0)V N o co ,, H 7�CO to, rn��� _ Q ai co V' z5z5 LL C J W LL _° J LL. 5 W t N O z ` W CV tD 3:0 o a ro W T. °) _°� m w 20 N Z Q J Z N OU < L) W ❑11 N Mp O O z ft` Q � J (L N n E3 U) N M z � � o ((S r 1 OW � W I c c LL, MIN C U7 N S OD 0 N � o z w M M J z O Z <� LL E c>3 ¢ zo Q o >o a � E ® w ?® ❑a Co ra o E o g �¢ 00 °o� a i ao aQ 'z Mw CA B C ¢o z < z., w� '0 1� o m J mo Q� r < �z oa go W can a W < <<�O �O M c wa a ti zl< ° 3 c o �— LO rn Q 0 CL co co O 0 J m co m �i C ,N^ �i T_ p -a c) 0 Co c < C3 04 i c M N LO M LO T— E E M T O z E O 2 C 12-0 _j Q pv JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. 7.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • O Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUT SOLID 8F8-1 WIT 8F8-0B/1T 8RF6-0B/1T o W •• ; 0 O O O °5 BAR CONT. 8RF14-16/iT 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-113/17 81F20-013/1 T 'V" LINTEL DETAIL SCALE = N.T.S. € 0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J LLI F 16- B/ 1 T a z 6 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA ° HEIGHT #5 REBAR AT TOP IN, (1) REQ'D d a CLEAR A O A s ACTUAL ALTERNATE POWERS STEEL LINTEL 41 C.M.U. -GROUT #5 REBAR AT TOP MIN. (1) REQ'D 1-1l2" CLEAR � � O y ¢ /n ~ J C.M.U. 45 REBAR AT =��w BOTTOM OF 0 z w w O n U) LINTEL CAVITY cw i Lu BOTTOM o ¢ Ci O z REINFORCING 4 ¢ C7 Co J PROVIDED IN Z u In w LINTEL O �: 1 #5 REBAR AT BOTTC (VARIES) U) to Ir a O AS INDICATED MATERIALSntels POWERS16 GAUGE \-STEEL SIN = 3500 psi. BOXED EL 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w! 4, maximum 318" aggregate and 8" to 11" slump. ALT. POWERS STEEL BOXED LINTEL NOTES ( ) 5. Concrete masonry units (CMU) perASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM UPLIFT GROUT TO BE SIZE & REINFORCEMENT) CONNECTOR FLUSH WITH STANDARD90 TYPICAL TOP OF WALL DEGREE HOOK (SEE PLAN) _,_ M 11 N HOOK LINTEL •' •`.. REINFORCING 4.• •'� .• •}�: i.,'i,.• ''t••'•' ::,. . .. : :• . INTO SIDE VERTICALS } •.... .. .1 j is "� •.. , f ... `:7"' a- ►. ~T ,`.;._:..--i•, t f.i .. '��.�• ... t rt.. :,�. t-�. • •' �' PROVIDE 3"x3" HOLE "'' IN BOTTOM OF - PRECAST LINTEL TO ;I EXTEND WALL REINF..; . ' • THROUGH AS REQ'D. ' PROVIDE STD. 90' HOOK W/ MIN. .y REBAR BOTH SIDES y REBAR BOTH SIDES 25" LAP SPLICE OF OPENING U.N.O. OF OPENING U.N.O. ON EA. END 12" OR LESS PROVIDE t KNOCK -OUT s i• !• BLOCK FOR FIRST COMPLETE CMU `.�•:ti `.r ;" ;.r•� COURSE BELOW : •�i.:. : }�` �: SILL & FILL SOLID W/ (1) #5 BAR INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR d N >- za 2 ¢ INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR `-8" x 8" x 16" CMU U.N.O. �. • 4.. TYP. DOWEL 11 .• ' jl • �I s: 25" MIN LAP (AC1530) SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION AS24 SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS SCALE: 3/8" = 1'-0" REVISION 10-19-16 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 e OF 4'-6" LL 4'-2" LL O 4'-2" LL LINTEL PLAN - ELEV-Al SCALE: %4'=1'-0" erS ate N C%J a� IW C= a U_ - N Co O y .=y CAI L W o m �.. C1 E s c 3M -W C _W�® _E �o a� CD S L'�.° x =�t :F tiP f*t,•ir tmp C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA E q g co N p d10 o 7 LO m H M 0 � LL J C J SS L a JLL Iia Lu m c n 13Z - a a Y @ O O 5,F0 C d N �2 i W pj en �j J o i N Z ¢ - IL Z N oU o U W ❑ ❑ z 0 0 z N z � � Q M N z 0 u- a--1 cn fC5 w O- g w o c w J I '- - E m 8 I z ai () o w C N .4 tffil ti O J W M z w ZO jZQN N COCO W Z Z oa F- RS :Fo 00 o 0 �� 0 o o� �z (1)td ao �Z U'ro�z j ¢o O U m� o ° Z Z� m J Nm a' ¢w �z 00 ¢ o Jz �� tl .° r E u/ cc O � � M CID O (o O = 3: CD J Ike r 07 .7- U) m �N^ C U CD COI -� C3 M 04 M N Liz M Q LO r E 'E M r (� o z z � E Q co @ d U J Q J JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. \/ i i ZZ 1 -1 T 1-' ---- I - I F I I i IT- - -. I- I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED 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 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL; INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6fTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2, ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6, FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE, AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7• BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS 60 PSF UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2. 3, RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO LJ480TIMES 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: 2„ C-I-P CONCRETE NOT EXPOSED: 1„ GROUT FILLED MASONRY: 3/a" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.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 II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4,4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7. 5, WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF C 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 backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., be made forms. Permanent forms be shall with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. & 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 overpowr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewails. 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 buildingg department by licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms; shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE / . THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C UA -moo .00 � CC PJ9 ft, a c c as c ^ .2z .3 ea Cz L E o C, `: W 'S ,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. v E w 13 J u" - a D_ Y m c rn i yw� 2Z o W z 5 ,c6 N �W 021-0) 0 zY 05 Lu z N OU < L) 0-✓ M � N M _ a o < N M W CrJ o j[` f� U 0^ LU N A <Q c:: N U w E U i a° o Q N 0 cv�i � z �a w z i I - E U Z ❑ g z > N G o oa m t- ro o E 0v a Q o 00 °K &< z �Ui ao mo t7 ra � Q? in- � < oo of > <w gZ W < a ¢ zo aU m LLZ - o ¢a y0 Milli cl-> V 0< a O0 c o r > LO ° rn 0 Q r-L � M 2-5 co C:)co 3� O O .J � T 111- U) m co CV m C LO <C �► p c) N C3� I N O .� Q co � co LO LO r M T E° cc c E O (n `m c a U � Q JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. S N Q M M In WE cn 0 0 O rh O O I N Q LO a tr 0 LO J N 0 I Pr•) LO LO c O' 0 3 a M 0 i a F2 E 2 0 c J rr c U U s a Q a 0 N 0 ar v 0 5 n- 0 0 Q m v cn THIS DETAIL ONLY REFERS TO THE DIAMOND —MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-V CROWN) v ���' I III .... ................1t.JI1 1 .1I 1 WALL SHEATHING STAPLES @ 6" Q.C. VERT BETWEEN MAX. " 16GAx1-1/2' LONG (3/4' 1 STUDS (NOTED THUS:—) - OFFSET(A CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) i METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O 0 5'-0" ¢ - cD STUB -OUT FOR o o Cn 0 GAS METER _ -1 0 o N � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH —IN GAS TO RIGHT (ALWAYS) — 12" OFF —CENTER • ROUGH —IN ELECTRIC TO LEFT (ALWAYS) — 12" OFF —CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 'IT-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 BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nee wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2x — + 5/8" or 314" 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 2x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM U) w a STD. 90° CONT. #5 BOR T. #5 I HOOK BAR #5 CONT. u FROM ETOUNDATIHIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN (I SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR r 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. BRIG. WALL N.T.S. 1/8" min. 2" max } Small gap 2" min. 4 max. �- o 71 Q 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/PlywoodlOSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES -- DO NOT cut, notch or drill flanges g BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET �� W N.T.S. s, Provide adequate bearing Use 10dx3" nails at 6"o.c, for all joist J for each lapped joist. blocking panel *Non -stacking walls Odnails require additional consideration. SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) E Joist hanger io ❑ 61, A 1%" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT 70, , ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" t = ISM, s m ffiffl . ��R .. Arty 16 joist - Span (ft) _ _-_ 8 T- ' 1'-1" 1' 2" 12" 1 3' 1'-3' 1'-7 I 1'-I " 2'-4' 2'4' 3- 3'- ' 12 T9' 1'_1.. T-2' 1, 2" 1'- ' T-9' 2'4' 2-11" 3-T' 4. 7. 4-9' 94. 16 11 1'-1 1'2 1 2" 1' 2'-61 3'-2' 3'-10" 4' . 5 6-4 7 2 20 V-9' 1'-1 1' 2" 12" 2'�L1 3'-W 4'-0" 4'-10" 6'-11" 6'-11" 7'-11" 24 1'3'° 1'A " T- T-3" 2 3'-7 4'-9" 6-10"72" 81 16. . NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000S 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCI6500sw 9-1/2" 11-7/8"I 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" [) THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL i'So _i III: E Backer block (12" wide min.) — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM 4 SEE PLAN FOR °• a . • • , FOUNDATION INFO ` ° 4 STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap r Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required whin required if hanger flange is laterally supported by joist doesn't meet height requirements 0.6 X Joist depth D � I -JOISTS BUCKETS N.T.S. GRADE ° REINF. SEE PLAN (2) #5 REBAR A/C CHASE='PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN /2N% NOTE: UPLIFT VALUE IS BASED ON IS SIMPSON H10A w/ (18) 10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE a PENETRATION 111=III—I °. 4 LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE a i— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPEa PENETRATION a 4 PVC OR SCH40 SLEEVE PLUMBING �LINE r— G 4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION ° PLUMBING LINE ° 4 —III—I I ❑—I a ° 1=1 11=1 I I— 4 ,, ° SEE FND. PLN. SIZE & REINF. N C N W y W B=a U- _- C_ o c c a"v� Rs L 7 � p c SRO y° f � O � c ppo�1: ,� i 0 ♦dk"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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MI W am 4 v E S m N W 4% O0 ul Co co N ��- H 4 M V 2s2s - u' C It - 5 w J L LL 5 o Z w - o a r �� O ' ­_(0 N (R S Xo, 0S`OrjO' WW 6 IL m w � cN' Z Q Z a 60 < 0 W El I V M %2 z � o ID No Q Q � a CL N z Q) W V o f1� LI.J � — 0 W g �(Z U oi.....w t- E _. U , zl' % o 0 N 0co sm o W clM 2 o Z Q LL Q E E oU z o i . z > z® oa co F fp 20 Uo O E CO .0 Z (O qa W C a y ma Z, z m J :5 ym ¢w ZZ 8 3 W� 0� go W CO T �i O LL w a 0 W oLL �3 z o w wa o ;o a 2 T > t ^ L i^\LO Q � � M O O CT Y T U) m co N m LO T a-J co M C.I -0 cc 0 CD LO M .0 co CV CNI LO M Q E 'c M T ° M Z E O - co c a U _0 p CD JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF R FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER > D 0 SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a ° =�=�=1 11=) m D —I 11=I (1=1 1= 4 I 11I1D3161-CLASS D7158-CLASS G or H, or ASTM i LI=11 I I /r- F, IN — 12 ACCORDANCE w/ TABLE (TYP,) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION ' -I ��—� ICI IIlill tr7 (2020) 8 RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE- [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN lx2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O,C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC, SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH„ BELOW GRADE E � —I I —I � 1=1 . I � ° � D I � � � M • 6 MIL VAPOR Z BARRIER 4 COMP. SOIL. T ° (COMPACTED TO 95% MODIFIED PROCTOR I I TTT=TIC= I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3"CHAIRS TYP, '1 STORY)STD. 90 HOOK SEE 4" Ill'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVE RS--t 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10' "J" BOLT @ 24" O.C. W/ —X r 2"°x3/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT: 1/2"xl2" TITEN HD @ 2OIL 4" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 V ELEV. 4-3 1/2" Z �31/2" MIN. 2x4 CONT. A.F.F. o 71/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR /$ GYP, TYPE X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P,F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10*4' (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS — 2" 6x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"MIN. ° t7,Tl I—�-151/2"(mina 4" b 9 _C14- _ GARAGE DEPTH VARIES 31/2"(min. - 4" _ ° — 11 I I 31/2"(m n) - _I I DTI --TfT�11 TTI I =1= 1T = GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 51 4' 1, 41 g U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP 0 SHEARWALL rc TYPICAL BEARING WALL aC� STEP CC "SHEAR WALL" SCALE: 3/4"=1'-0" �_Vcs. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS LOAD BEARING OR INSULATION PER FBC AND ENERGY coN��N EXTERIOR WALL 11 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR v #5 VERT. IN FILLED CELL 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 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 *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 W/ (10) 10d NAILS - C14WE FIBERMESH SCREED INSTALLED BAR TYP. 2x P.T. PLATE ASSUMED FINISHED :, c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE N D D ' Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL a b ➢ FINISH GRADE w :F 25" MIN. LAP 30" MIN. LAP] [ [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN FOR CLARITY °° _ 6 MIL VAPOR BARRIER —T '�=I D ° I I I M 0° R 1 7/8 _ #5 REINFORCING BAR - z III D. I I —I 11=1 ITI F T Z tS I AP SPI IrF NOTE: III T—�I_I I r *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM '1� I I�LITIT_I=Tf1� I I TIC I_I -- - — D1557) 4' 1 4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION, SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 GRADE 00 _I_-- _--_ • ----� REBAR w/ OPT. =1 I,;E III=PC, II=SCFEEN EITT NC' -III III —III III —I I I- MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=l'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT O.H.D. RECESS 13 Itz_ Cl)' . p. . T 1 — _� I—�- 4„ _I I I� III (III aA. _ 1= 'a II—i I�IIII�II':e - SEE A/S3 OR J/S6 �l i It ILL I , , 5 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 0R J/S6 � -lull I I II T II I I I I l �. FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP, WALL SECTION FOR SCALE: N,T.S. S3 ADDITIONAL INFORMATION, BLOCK WALL BEYOND O.H.D. RECESS llll °D P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT ° :' INTERIOR 2X STUDS @ 24" O.C. U.N.O. ° . -3 1/2" GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB d 6x6W1.4xW1.4 N ' WWF OR FIBERMESH c, 0? En' I III— r-I Cl) 6 MIL VAPOR BARRIER III I.IIIIIIII 11111�, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K. S3 SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U wI I III o N-rI�IIIII�IIIIIITII I a 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR . " CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN a, (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO I � 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE = j w SEE PLAN FOR STRUCTURAL :� SEE DETAIL 16(D1 FOR w COLUMN SIZE AND BASE w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) w BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� COMMUNITY SPECS IL ,, ------ We to] 11RIt 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1014' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6WlAxWlA N c WWF OR FIBERMESH f—lTfCD - II T TTT==ITT=f (2) #5 CONT.—[=1 11, �J„=,1 I I I I III, ON 3" CHAIRS 8" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x Wl A S.G.D. (U.N.O.) WWF OR FIBERMESH J � E SEE A/S3/J/S6 T' ''/J-'r`J-' " FOR REINF. INFO, OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ��M SLAB STEP & RECESS an S.G.D. SCALE:3/4"=1'-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS = TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' co GRADE cn w 0 J • z w = = w 1=aLULU v So(n_ - Z� "tea FOOTING v BEYOND PAD REINFORCEMENT 3" MIN, CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG, DETAILrN SCALE: N.T.S. S3 cis C U co =- r o LL- C /4 f, cry _ m x �U-a.. N N ® w W a�ta � ® CC 4c N Y. Q 61 a, s vQ � a, E 2 0 0- 16' 4 U1 0111 F L ��^r}u�•iU�p�\�� To the best of the Engineer's knowledge, information and belief, the structural plans and specificat ons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. H or E .-. 8 ,9 6 N Q 0N, C J u_ ,y a 4 CU rCE Z � W o N x ro��rn w M ,Z 0 Q {JF— h a N J OU d W ❑ z N o o 0 d Q J _ — N V) z c6 w ° U O LnLn w o w U I 11 ,1 w E — L U U o' ° o ,wo w t M J ZO , ZZZ Q U_ -o >N a� _ E OV oz oa o o �a o< �a h 4� wo wz �M _ 75�m <om� r 0, v Nm a ' aw z ov D o� Z go a � �w mdZ <2 w= o wQ ;o M <NJ a O— U?� T E LO N Q c� L_ M co O co O O J r. �Lcc � lb c , ^ y i r QI , p N M N N O ai M NLO CM coQLO r E coM t- Z E 10 11 E .. U J D U Q � c C J JOB NO : 23-00523 SCALE : AS NOTED SHEET NO. S3 (MONO) - - - 3 -o N M LO LO D a O O J N 0 0 I i Q Pj PM LO LO D O O 0 J 0 I N i 0 Lo -12 C cr .Q N N i E rn a� E O S v J LZ 0 �I 4) 0 i a 0 v 0 J 0 ti M 0 0 0 a_ N N N 0 0 Q m CU v 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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 12 (P) SEE ELEV. SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5!8" 8" 7 5/8" 8° CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK — " ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12) 10d --� FACE OF BLOCK WALL IS 2 1/4" NAILS AT EACH STUD 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0!C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D ji 2x BLOCKING @ MID POINT EVERY OTHER + + ++ + : STUD W/ (3) Od 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 V \\ W/ 8" EMBEDMENT :::z __ 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.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED EXTERIOR ❑ ❑ COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" WALL CLEAN —OUT rA WALL ❑ ❑ ❑ 0/C FIELD , SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w! MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER 54 SCALE: N.T.S. 54 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d ° a d e � a e d e g STD. 90 HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U,N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ELI NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4' FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J :- w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM, ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 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.) 1 #5 VERT. IN CONC. FILLED CELL—� W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE 5/8"DIA. x 8" J-BOLTS AT 6-314", 41-3/4", 71 ", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T.ASPLICE NAILS TOTAL) EA. SIDE OF GARAGE 4&,, SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET 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 BLOCKING (T)�P.) MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) W/MOUNTING ANGLE (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) 1 (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"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 A,NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT, PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL RY WALL DETAIL ATTACH ALL -j EXTERIOR STUDS W/ 14 16d TOENAILS TO 76P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. c A F= 2240 LBS Jet SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 rBTRUSS BOTTOM CHORD OR 2x4 LOCKING W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE/V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) . i (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING { �—(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ("R� REV. 06.24.22 SCALE: N.T.S. C" ca 0 e� M u+ LIJ l� o •- ;� a Q C-4 - N f6 C N��R Q C-4 SC % E � � 3 �dd-9 ._ � M N �- , 0 cc o 1.4 O� IU 71 f L 0 0so��" x eee To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W H v E o C'M ! 0 O N O R 00 N N f0 00 M �No9 to � Q N M V 2S2s � LL C J w W U 0 Co l_ 5 5 a —� W —- d Y t :0 9 Z o W 0 0 ] E N O v Z r°�rn� m w Lo N 0 a Z N OU < v W a❑ U � r z N M z co z o Q J N C Qj o --, i � U O J11Ly L Ln w o N `"co U c � S =�w v o N c W Y Q 0 —® m o w toz M M O ZO Z Q _l fD E ¢ =o o0 Z� QN o E V Zo oa g0 U UO D V Q C O E 0< O a� � ao ¢o o 'z 'w 0o 0 ZF z 7 C m OU maw 83 Qz co 0 Q r a z if m =� o� o wLU < ch zla 01 OT— LO _ Q cLO � M (O O M O O J T V T ll^^ v, m Co c Ln T' <C +-+ Q CD "2 CM I co N CD O CM M N co to r �" E .c co CY T Z cc Z O j6 a. E U _j Q p CD JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. S4 I i I ,�iL�V6lL.11i TTi� TI f lil ii i i , r, r i. ,, I , I 1 ,�� _---F- ri i I rl-- 3 a CN M LO LO Cr Cn Q IM 0 O J LO O 0 I N S Q M rn v 0 to 0 a 0 J N O O I N LO l0 v Cn 0 c Q N N e a d E 0 S 0 v c U i U 0 Cl- Cl- 9 c 0 -U rU N N N w: v 0 6 Cl- CV O cc _N S L> m v N SIMPSON HGAM1( W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND �X SCHEDULE FOR SHEATHING DETAIL D G 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OS T HE OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ Od NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE1 AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)EDGES NAILING SCHE ULE FOR SHEATHIN DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2)1 Od (NOT REQ'D WHEN /; AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6' O.C. EDGES TRUSSES FROM EA. @ 6' O.C. EDGES AND 12„ AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEP SCREED --- THE FIRST (4) ROWS OF TRUSSES 1 Odx3 FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. 2x4 "T" ON TOP OF PANEL " °� 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ �� WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xi 1/2"SDS SCREWS TO 11 �� �� �� .11� MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)114"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)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r T X-BRACING, AND TOP f SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES 80 1 1 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 • 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 x 4" LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OOF SOTA48GERED 10dCOMMONWIRE NAILS ODF STAGGEREDO30d COMMON NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" ( ) EQUAON OR EQUALWIRE ( (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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB 5 DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48 O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL(6 SCALE: N.T.S. S5 DIAPHRAGM ] -4 BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE 'IT" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 f-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL I I 1 1 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, IN 4" O/CTEN WITH L— 2x 12LOCKING W/AILS 7 NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION("9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 15 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL t (2) 16d NA (2)16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj__� SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)1Od x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. �S5� 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 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 LW "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w `,BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "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-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 31MF'SUN AF'L WI ( I L) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU n- Y CORNERJACK lY W z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 4L 6 i m � NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cs c� c M C* -ir W � v p'" v a es o c CU v n LA- a v' �o L rn o ea ,v d ��a E C) U w ''• N S E ••.• fir,'°® CN F L � wt SS: xv To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. -. H'M Amok 8 o E I /4 V 0 N 0 w - m r co N N ��� Q Z N s J C — SZ L� W � LL LL a Lu —arn a t i z .CU O Y W Z f°2Qj6' m J N MZ a 0 �n CV J o O U Z U CD M � z N o o z z a � M N z v � o 4-J N W yyy U Ow N �N C [-✓ N -0. cS E U a � • ¢ o N � z w M z < �E =o oLL<R » E o UCU z z o 0 F— r0 goD W �o o r� o¢ °r c0 a� �w C a C ¢=mo < O U o� Z OD J m a w .z CZ o< go a W W LL 3z �3 M 5 d r UU c o T Lo� Ln ,--� Q 0 M co O O G Or Y U) .2 N m a-.+ c L0 r 0 '2 c) CI C:)C:) M -0 M N N M Q L0 T E Ec (� CM r O z z F E O E 'a d U p JOB NO : 23-00523 SCALE : AS NOTED SHEET NO. S5 - --- - lu: i I - Ti;T. ,rT : � � ,.,_, 11 11 1 !___T I 1, 1 � r r- v_r I I -Ir I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO 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 jz CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 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 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN — NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C r 'd rid . ' ' I I-1J� I I —III III d 6x6 W1.4xW1.4 d. WWF OR FIBERMESH I II I II II I II I II I II I I I I _ Lift, :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w S = 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 JI`w LAYER 1/8" THICK. �w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE =1NISH GRADE 00 I I C am' 11- \—STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION - r REV. 03.16.21 SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP wl (8) 1Od x 1 1/2" NAILS TO STU" 2nd FLOOR BEAM/GIRD "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST 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 F WEEP SCREED INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSURE [jx SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF L NOT FULL HEIGHT SHEET C u) z M G FLOOR SYST (2)- 2x TOP PLATE �l BEYOND I 15/32" OSB EXPOSURE F SHEATHING w x SOLID 2x o C BLOCKING @ ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X-X 0 U C x W E Lu x 2x STUDS w BEYOND. SEE PLAN o LL A O U) 1 I '-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION g g/g" "S" = NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. CJ'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. S_ 3/4" S 1/2" '1 7 1/2" S . 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8) 1 Od 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. 1 st FLOOR WALLIx SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °P SEE FRAMING WEEP SCREED o z_ r i r 2 PLAN e • INSTALLED PER MANUF. .'. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0!C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TRU DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B, MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER F(MIN. NAILS AT EA. STUD SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH °. r ' d°.� •' d d'°. P I I i1-III—I 1911 I — I —III —I 1 I� (3) #5 CONT. ON 3" iT I —I I —1 I 1.11 TTT—I CHAIR W/ 3" MIN. 8 1-8 8 CLEARANCE INTERIOR 2-STORY FRAME SECTION r SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X S�cFANpOI'L N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM/a" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 uj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT - J PENETRATE SURFACE MORE THANYs". H z (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL x © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ Bd COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u)O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. o w/ 8d COMMON NAIL J oiu LL O a PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >- ¢ - O O w! 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. W F OOtn r j m LL K LL G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 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 118", 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 1 (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 O,o "F10 NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 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 4'. d . N .d . ^III —III —III I I d a� d . -III-1 I II. , ,I M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE _I I ,- o Z r (3) # 5 REBAR ON Y CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 i C" C 0 7 W cD -� o Ida c m IJ - m x N es w ®�V r C- d$ m v 3 va c � Lj NN ;;:741 0� 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 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E r a 8 I 0 �r- � UNI N � 0�^o M C"a *d 6 C -j LL W J LL ,n V _ Lu 0) a Z cu 0cu c' ru 04 0 O W ' r°2o'°' m IL Z u) Nz d J N O U < 0 - W El V M z N o � N z o � J a Q) o 4-J W o r U OW S � C _w U o ¢ o e N I� o w m Mz z zi zo g' zz z M 0 E V 0 � � o Fm r0 o o E c`a �¢ 8 r0 �? H a� o wZ w 5 co ro C Qo Z . o w� mo Oz maw in 3 S< Z 5zz C, w a mw W Jz ='- O CJ wr >O d r .0 r L / 0 m 2 .-LO Q cc 0 Nco M O 1 O T Yco r m : U , /) T •i-+ -2 cM � a O o4 N M N Ln 00 QLOr t= E C � T coin O z z cn E O N m E a m C 0- C) J Q 0 J JOB NO: 23-00523 SCALE : AS NOTED SHEET NO, S6 (MONO) -- -- - li. I i i ill I Ir i i 11 1f��I L I�� 11 -d:I 1 .iL ;,l i 7i- 3 N M L0 L0 39 cn O 0 0 J N 0 0 I N S m M L0 lD 0 ro 0 s J N 0 0 I N L0 L0 0 0 .a rn N N ll E fA E O 0 C C J y LZ E c 0 v y 'o i a 0 c 0 J N N N N B 0 0 0 a_ N N N J 0 a m -n a� 0 cr) 0 SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL —2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN I' 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 i 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L 2x4 SYP BLOCKING j 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) (IEW "A" SCALE: 1" = 1'-0" E SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6,,, / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH rSTRINGERS 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SCALE:' SECTION VIEW "D" SECTION VIEW "E" 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6', 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING —,Lx4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER IED ,[LED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK H 2x8 SYP GLUED 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" 2x4 DRAFT 2x12 NAILS)/ STOP TREAD GLUED AND 2x4 PT NOTCHED INTO 11 STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT C x GLUED AND NAILED TO STRINGER POINTS / FOR DRYWALL SPACING B H E SECTION VIEW SCALE: 2" = 1'-0,. f F 2x4 ST( 2x4 SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN 2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION LAATTAACHM ALL COMPONENTS STAIR TO CONC. W/ -1" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CO NC. W/ �' X NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. / G. SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER --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 CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR El — -(2) LAYERJ" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a'X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT L TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, 4D NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R L3;� VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" e C%-A cat �s C*4 d s w C9® ono LLI ci c e� roe -a m ae c.L ca c •- -a g t y 4 WE E s a. C) —IC L w xc Q y G c E o. v O `,t��\ t"�r�icles�k���ti��' 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. r _ 4oco 8 N p � N 0 5�� N n Z 10 IN-c �k Il N a c-uLL w s m ,y � a a 4 _2° o �•ca Ntp O W r0 2 P, 0 Wyy co -spa i L0 N Z Q coJ ,n N O U 0. Z ❑ ❑ N M o� z N Z � Q o- u, Ln z v (D o 4-1 v, fCi LL, U 0 o v1 � c � ll.l J S•a• _ I rti `� iu Q co w co z� O z z ¢ N E g 0 ¢ R 8�� oa r ro � E 20 -o 0 co co 0 �z O W 0 � � c¢ 7 z o� mo O� z z J -5 m � �m We ° ¢w z o� z o a W Cn a wLL ao z �W m °Z z 3 o wY 0Iti ;o c� v 0- a o c •° T ti 110 Y J rn m Q C7 F— CM t0 0 O j J T CT _O co U) 0 'N^ L i T M Qi �' o CN U') M Q LO T E M T z ra Z _c E N O m 2 c� c cc a E a U Q p c c JOB NO : 23-00523 SCALE : AS NOTED SHEET N0. ST i I I I -F ilk-- ::, II I I uii 11 3 v a co M 1•� LO 0 cCr 0 .a 0 J M 0 co N i M NO LO L 0 cn o a 1-0 J N 0 0 i Ul 0 v o tz Q N N a E E 0 0 4 U vv o v i c 0 U L7 M a 0 6 a N N 0 C, a m S 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER —1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 P.T." 3/16x4 0 3" LONG FURRING 3-1/4" LONG X 3/16"� FURRING " " X TAPCONS 1— FURRING (2) ROWS 3/16" x 3-1/2" INTO STAGGERED @ 16" TAPCON 16" O.C. & 4"LL,2XI3TAPCON. @ BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �' 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" i 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 w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" o.c. 3-1/411 DETAIL BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 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)1 Od 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 11-1 LEAVE A CUT OUT IN O.S.B• ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 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 8'1 PROVIDE 2x PROVIDE (2) MIN. CONT. WI (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. $ #5 REBr (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (l NOTCH WEB AT +5N FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 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 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —j 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 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING, INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'/? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" A C gD D — II III III=1I1 GRADE e (� M z_ (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 THE :S #5 REBAR (TYP,) a TD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. 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 (**) 2x SUB FASCIA ALUM DRIP EDGE ;2x ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL W/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT LOCKING 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 SF01 STRUCTURAL SOFFIT (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER SCALE: 3/4" = V-0" THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* �x + + Liz + + + + + + + + + 2X4 SYP . . EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * 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 4QPP cuFFT M amn SIMPSON HTT4 w/ (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8n DIA. ALL THREAD ROD EPDXIED w/ SIMPSON SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - , @ FIRST COURSE 11111, H SS 2"x 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 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS 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. FILL 1st4 COURSES SOLID W/GROUT r •a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN �� . ' �; . Av . a. d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. 11.011 51-011 Ik fflom l ".0 > rP #5 BAR �C V 10 ° ° CENTERED W/ 27 °.:' ° • . �° K b IN TOP o ° a ' KNOCKOUT / N .; ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .0,6. e ° DIRT Z 2 °. Is STANDARD C:)90° HOOK N #5 BAR IN FILLED CELL, zIt I ®- - 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 EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. e+� cv e�ma LU C, u� U_ '- c� o c mwV4 4+ C U. 0- m o S N arc d m a, ao rs Y N CRy ors• '. of v n. t' w \ son y,y1 1 \ •S�w FL 4v 0005 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. • H W 1 or E a 8 ,. k 'i V N O m S 0 ��� co --o U5 Q J LL W co J LL d Z13 (6 C V n t Q�i '5 'r N rc? 2 0 O W o °' °' m w Y "_c W 05 z N M 0 un J OU a �4 W ❑o � cMi z N M o 0 Z � N Q a N M N z q) c� o LL.I a �© Lu Y rXca .a U Lu m L U z� _ d .% U O N 9 N oco I� z w J o, Z L.1- E zo oo >M <� a q E wz ,, ❑a FT rah — uo o E �¢ ❑ 0 ao wo x, C6 � ¢ o m o of z m � J or Nm a zF <w �z c> 3 3 z W T m �z do w = >° c`3 ola o .N T' LOrn Q � M i� O `° O :3 C) J T C%) o CO N m m c Ln T Q ♦J CD O cM �I o C) C 4 CV 04 Lf� M M M Q L0CD r E ch r- (� ° z z E O C d U Q p � rz J JOB NO : 23-00523 SCALE : AS NOTED SHEET NO. SS an CD P-0 to LO 2 0 0 0 0 0 J 0 0 NI i a M M LO L cn 0 .a a M O J N LO 0 I N Ln ign C O 't Q M 0 E r..- N L c J y 0 ti i U .21 i G 0a U J LZ N 0 0 0 a N N N 0 m SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q.OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y'A TRUSS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.Q. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED (2) 12D NAILS AT 12" O.C. MAX vv,L_1V44 "n�,, ,I1V v v I BEAM @ RAISED ENTRY CROSS BRACING DETAIL JYP.)K", HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE ED BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 IT[ "k IT[ 14 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---L—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS 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) SSES TYPIC WALL 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 VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN L. FOR CANT. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL ROOF SHEATHING _VARIES � ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d TOENAILS TO TOP COMMON TRUSSES. SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS (2) 2x4 PF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD FIN. LATE 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 o 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A ✓ SEE PLAN FOR SIMPSON MTS18 w/ (14) — 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. l(� TRUSS 112" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL • 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN ' (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE / �12 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.t77 • 0 • SIMPSON LUS26 w/ (8) 10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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/--" L (2) 2x6 BLOCKING UNDER-- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS c d > LU 0 v a� o ccc,C'4 =u-a e$ eN a--E c > o a Z., = 6 3 � � >1 = E 0 a. Lo1111tE11l6lft������r •°ter 'A S L • *"--AL l CIV 0� F O 1.1a. �OF E S S 1 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. Engineers signature and seal is only for the structural engineering porvons of the drawing pages bearing Engineers signature and seal. W v E 8 �4 v N r, 00 0) N 0 3LOiN0 N U) I n 6/8 N 0 W u_ W J U_ I a Z cc qrn a :Q 0 r o N _ o W � m W E � NZ d CO N 00 u.. W El EJ V M r'n N th O � QQN O Q <c M C3 o U_ tB U2 _ g O,-,g c cnUl J 1— C) o I ap 0 N Ol ti o w co M VE J Z Z z q - U_ E 8 z o > m zo ris 0 00 0 E coo za o< ¢z 4❑ wz �� n a gym, U W0 Z F m o ¢ rz g Z 0 3 sg go oLL az N T F z 6 E It oIQ a 3 0 LOm Lid ,--. < c� CID C) co C) O J rr— � r 11 cc 3: N m m CD p TO c) c) �i .0CIO CD C:) M CN LO M Q LOCD r C M r (� O z 0 z y E 10a `m _ JOB NO: 23-00523 SCALE: AS NOTED SHEET NO. D1 _,ail - il Q. J 6L.., i I I I . ,, 11,..l_II _i -- lfil��11 1 1 1 a M M L0 0 N 0 .a 1-0 0 0 0 N L1i O I N Q M LO LO i 0 cn� Q 0 0 J N 0 0 to 5N- 0 Ln 0 V) 0 3 Q N N v Cd G is 2 0 C U U N O i a 0 0 U J N 0 v 0 0 a N N N 0 a m 0 / (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 wi 6 10d x 1 1/2" ( ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE in 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS F OOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • •o )WX SURFACE OA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE INSTALLED AT EA. ENDNk MIN 3 2x #2 SPF STUDS END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '° '°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. I M WOOD BELOW. IF WOOD WALL IS BELOW USE (2) STRAPS w/ O 10d 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 NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24 WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. 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 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 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 PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" °I l TYP. 2 - 2 x 4 SPF @)SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE — NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS ° INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN �E 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER • EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION L2xSS PF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" E PLATE 2x PP O.C..C. 2x CRIPPLES @ 16" 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H . _ C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 (2) TOENAILS (2) 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 2 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" Q.C. (MAX. SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER ° JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE O INTERIOR HEADER 2 x 4 #2 SPF STUDS B G TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BERM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' °.o TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT l o°.o. o o �.l o•°.� 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS .. ° � ° TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • . • ° e *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B -SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR 2 HEADER CONN. aC� 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW � SITUATION. CONNECT G.T. 0 STUDS w/ 2 SIMPSON HTS20 w/ ( ) (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 EXTERIOR STORY WALLS ONLY. 6 2 STORY COL . aC� GIRDER � (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ° o . ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR O 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 wl (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. ° TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C FAT 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. ��82x`jT 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE tiljN Op (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ° END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE Wl (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR IS GREATER 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 THAN 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 SI SIMPSON (2) MSTAM36 w/ (7) SI NAILS & 1/AM 6 TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC} 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] �10 TOP PLATE SPLICE DETAIL 9 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. c� ca cv � ® W LL' L; G n O —n, .,..: C LL a In C6 9 x� N C9 W cc _W� O E ti �`G! r6••.•N e �' 5 ' ORLl U • yam. 4�� '�' �: 0�\ • � •' E �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 r'lM®r, 4 $ 0 °' � 0.00 $1 N r U) M a aS # LL p: =3 �� co O O W r°�°'°' m LU Z L0 Nus Z Q C0 J C"O Z 3 O ` W ❑ ❑ M T og z c N z � � J d 13 M N z 2 (a LLJ M C) o O �N LLJ ' W J EE C) o Of ¢ 0 ° N Q W M p Z 1 U- Z O o Z o Q� cm-p Vz of z® 0a o E a � < 00 0 o� � L- o <o W� �Z wZ 3 F Q O OU W C) m o ° ZF m N m < Q W n c oQ go o w= wY ;o a= c ° T E LO LO _ Q � � M � ca m co c Lid ,-- a--+ (M 01) C)C) M c° N LO M Q LO T Mcc M o z z E O d 0 U v :: Q p c JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. D2 I I f —Tl I 11T:-1TT 1 ' 1. ill. ill11 11 _ c, -0 L -., -TT -:i ^i - I- TTF-( - II -II I I I - T - -- , 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION USP LSTA36 STRAPS - EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS /BLOCK OR NAILING SCHEDULE RIBBONS 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER 2x CONT. RIBBONS W/ (4) 16d 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 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 FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" DOUBLE 2X TOP PLATE 1 ST FLOOR STUDS SEE 5/D2 CANT. FLOOR TRUSS @,• 2 STORY WALL 41 SCALE: 3/4" = 1'-0" c� cap r.a — =a c > W LA - IA -0 N L N y O (p � N � 3 =' W ' CSD tO.i +t+ •�S 3 e�7 >r • to ar U c O aax•0 >, N CL .� G o E: W s\..7 L. 31 M ZNT,e Q a •. a �FE3S1�N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W �E a 8 1 0 V N - �C E 0 Cc N U:), a NM V L� a 1 LL a JLL� w a ci w M Z a n " C 0 W 02 O °' W U) °' m Z L N Z Q N OU Z 0 CD W ❑ ❑ z � M 0 0 M N z (D Q) s a--) n LL U 0 Lu o � V c • _ L U . S L ID il/ U N 0 • O z W M M z O Z Q _1 Li- ce E y o z o O y N Q N a Oco F ?© F- n3 o E 0 o �a o O O� 0 N L- ¢ p W w (1)S3 {_ Q ❑ z ¢ oN u g m O O z Z m � m ¢ w z z go a w0 F m a o r - � zla� a o 3 C y / ' n � m r ' C� � � M � J T T V Y U) m N C .0 (D o O j Lid c� coN CV) Q to r— E M r— M o Z C Z E C a E a ai U Q cc ID JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. D 3 --- - I 1 - - THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER `RESISTIVE 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 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT S 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK . AND EXTEND TO WINDOW FRAME MASONRY ATTACHED 4 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. DO NO- BOTrO n Akir-M 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS SINGLE JOIST - SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING LASHING WEATHER RESISTIVE BARRIER o� I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING \ e 1 (D 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING ' EXTERIOR DOOR WITH DECK 7-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Q in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - 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) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary V-4" PER PLAN V-0" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER z z CC CC d d a Lu = w U w Lu Q LU W Lu Cn DOOR ROUGH OPENING WINDOW UNIT SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assemblyb providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y p g g q y 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 a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied FLASHING REQUIREMENTS pp pp 9 p pp 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 2V Q wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. MI SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED FLASHING JAMB &HEAD NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FFLASHING, LANGED 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 --L� 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 OSE ADHESIVE ASSHO 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. �- 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 15 d a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH 1 WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE Ala II �Iv PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB I, BOND BREAK WRB SF LATH ER STOP A NUOUS BACKER ROD ANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 -7116" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C C^� M c L U- :a ar ••® � w C= v a. r• � c .-amx �waa c 3 � �f Q ✓ C �E�� � 3 � =E M o c.. a. 0 M No CV GV CO 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. 0 W aco v E 8 N N 0 co fn � ��v *s w LL LL LL' wd en Z J mC: a Sr�c rC5o z5 6 �i W •@ N (p O 0 C W r° 2 L co Z S ZN OU v o W o0 N O o z z � � Q a 7 r` N Ur c ZC1 0 LIJ � a U O o wtn c LU J - 2 =p� s _ 15 W U o m c to, N .4 o w toZ M M � L.l- E E E: � z o oa w? > ry tN on CIL - 0 cc E o O� ao m U m� O Z m J Nm �w c� a�z o< Z go a W wLL J Z ¢� �T a L LO <C CM O c C) Y m V) m coIUD cV C r QI 0 4--- p a C ) co N o M N LO r.0 N LO M Q LO r E w M r o z f6 Z E E (0 N � @ c `° d E o U J a m Q = Q J JOB NO: 23-00523 SCALE : AS NOTED SHEET NO. W P To u :I r I I T-,- fit- I 1, 1 -1-, 1 i- , ..I : I I . ,,, n. -I I TI lf- lii _ i 1- 11 1 - r -i _. _ --T I -. T- 1 7-I x9aw9twot Mounting Brackets 00 G4 +1t'2°x+ t2'x2-T2" See Anchor Schedule Salts i,+2° Dia..it32S Galy, ill tTyP) 0 1 1. Back Cross Support " (May be� cut to W) Right Bracket (16GaUg ) #tr#If lrillir(t Screws C UNt Bottorrit F49c HuriT'.rStrap . t ' ' {l'y�31�a1'�3rlfrrltk - Washers Front Cross Support Sidi -Locking Nuts (May be cut to Wt Swett BraCkl t 0 6 Gauged � � � S�Ir �rr16tt Sct� �ifti �F��ke4 Back Cross Support IntoAIC iinst fltann Sluts (Typicz: 3 each s1de for hurricane use) xs sN+- arastaftain= ar'Ei r'uexirmhi eta F n.3vuoacal with e lAwrinazat, Aic Rr m sfit g dtilrlltg trpau asarrt p1 a1 Wild aP.V1, t Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel V1 IM 21i21 ' T 2 air"�saaa ew*. m ^e o a enalty or Date Date Dato Poncho Cot,$ e IY2 Y rs l version Manufacturer o or EnalnearA Donates validated By � Etta_ 1 submitted Y_aldal�. FSC:Aaproyal 'rood A�u�_ sir Affirmation 2020 Smart Vent Products, Inc, Michael Graham Hermes F. N�.Rro PE Lwke E-t en P.E. 121812620 12/162020 12128/2020 Approved Category: Structural Components (877)441-8368 PE-7377B (324)30DA600 aubCategonn Products. Introduced as a Result of info@smRwnt.com New Technology CamplI-ce Method Evaluation Report from a Ronde Registered Architect wa Licensed Florida Professional Engineer P 4j1.�Ra24fiaRpducfs - Ouallly Aasuranos Aparovedfor Use :Approved for Us, Impact Design sa0.# Product Matlel. Number w Name Product Desedco- Contract Expirffi Data In HVHZ Outside HVH2. Resistant Pressure 9 SmanVent Model #1540.5t0 Dual FpnCLaa Floods dll'ntilat on. Vent 12r3112023 Yap Yes MIA ♦10O11170 2 SmrrfvntMwiel#154Q511 Da Funarion Flood and WniilatonVent 121312023 Yes Yes NIA -look100 3 SmoliVent Mode 1 #1540-520 Insulated Flood! Vent - 12I31R623 Yes Yes NIA +100J1o0 4 smartVent Modal a 540.521 Insulated Flood Vent inv2m Yes Yes NIA +lookloo 5 SmanVent Modelri1540.524 16&qud; Garage Door Flood Vent 12J31/2023 Yes Yes NfA N/A 6 SmedVent Mod"l#154U570 Wood Wall In Sul'red Flood Vent 1M112023 Yes yes NIA +10DFi00 SmmVent Model #154PS4 145&qua. Garage Door Flood Vent f2/3i/2023 Yea Yes NIA NlA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 all in41zo21 Yr a S � a r CCa& Eldlty or gale we Pat, Pending Dal g Tyae V...Aar, 'Manufacturer Contact Fdlmnae. &:License Vaildated Er IVaI dAW ry i r" tgp, FFRC Aoarovd AporeVad Status. Re»sibn 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Priest Locke So..0. RE. 08f1012020 OBIGM020 O9r20(2.020 10113Q020 Appro+ed Category. Roofing (502. 303-1511 PE-74021 0341300-I80O $UbCategory: Metal Roofing bhumstcQdrexmet.wm Compllance Method: Evaluation Report from Florida Reg stared Architect or a Llcen sed Florida Professional Engmeer PL#1't679-RE Prorludts ' Qualay Assurance ApproveU for use Approvedfor Use Impact Design $ea# Product.Model. Number or ante product Description Contract EXtarailon Dale in HVHZ outside HVHZ. liI:h[ re u i Drexel Metal Roofing Syslemz DNC 100N5;:DMC 1508s DMG 11,55;. 010C.2005; 12Mfr2025 Yes No NIA +W-160 DNC iV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2d4 vz5¢D22 T Code Ertit= . :Data " bate Pending Date Tide Version Manufacturer Contact Env inaer&License Validated eV Validated Submitted F13C Approval. Approved Status Revision 2020 Therma-TruCorporation Steve Jasperson Lyndon F. Schmidt, RE. Ryan L King, P.E, 0411512021 12r31l2= 041220021 osioa2021 Approved CategoryExtend, Doors (800) W-7628 PE-434M (61S) 767-0555 Subcategory; Singing Exterior Door Assemblies. sjasperson�tHermabu:w Complrange Method: Evaluation Report from a m Fonda Registered Architect or a Licensed Florida Professional Engineer FC116488-R6Products . QualltV Assurance Aporoved fur Use ADDreyod fur Use Impact Design Sao Prg,21,1ooil. Number or Name Product Description Contract Exptr rDate in HVHZ outside HVHZ Resistant Pressure I a; therms-Tru Fiber -Classic and Smooth -Star Nominal6&#39;8 &quot;lmpact&quot Opaque 121312022 No Yes Yes NIA Composite Edge Fiba,glass Single Door (I mSwnglQulswrng Xcomlguration) 2 b, Therma.Tru Fiber.Classic and Smooth -Star Nominal6&#398 &quotlmpact&quot Opaque 12131A2022: No Yes Yes NIA Composite Edge Fiberglass Single Dour with Sdeite(s) onsvwnllgJOutswin9 XO OXor QXQ cronfi uradore g 3 a Therma-Tru Fiber Classicand Smooth -Star Nominal6&a39;8 &quotlmpact&quot Opaque 12131l2022 No Yes Yes NIA Composite Edge Fiberglass Double Door wth or without Sidelites (InswingrOutswing: XXw OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#a9 0 &quot,lmpac*uot, Opaque 12Y31/2022 No Yes Yes NIA Coin osite, Ed Fiberglass Single Door p 9e g o Inswin Otrtswm XODntluration 9 9 ) 9 5 e.:Therma-Tru Fiber -Classic and Smooth-STzr Nominal6&g39;4 $quotlmpacfi&quot, Opaque 1213.1/2D22 No Yes Yea NA Camomile Edge Fiberglass Single Door with Srdel te(s):(mewing/Outswing XO. OX or OXO confl orallpne g ) 6 f:Therma-Tru: Fiber Classic and Smooth -Star Nominal 6&#39,Q&quotlmpact&quot Opaque Composite .Edga Fiberglass Double Door with or 1213372622 No Yes Yes N/A 7 g: Therma-Tru Fiber -Classic and Smooth -Star without Sidelites (Inswrng(Outswing;. XX.orOXXO Configurations) Nominal6&R;398 &qucitlmpact&quot Glazed Composite Edge Fiberglass Single Dow 12131/2022 No Yes Yes NLA e h. harms-Tru Fiber -Classic and h-5har T mock ilm.wnglOutswing, X'xxrifigurahon) Nominal uotr ct& ue Glazed &q mpa q t Composite' Edge Fiberglass Single Door with 1 1 '1 23 f2022 No Yes Yes NIA g I.. ThermaTru Fiber-Ciaosic. andSmooth-Star adelte(s) flr5WhglOutswmng. XO OXor OXO configurations) Nominal 6&#3988 uotlmpapt& not Glazed Composite Edge Fiberglass Double Door with or IM112022 No Yes Yes NIA 10 ).Therma-Tru FlberGasslc and Smooth -Star without. Sidelites(InsvnnglOutswing )OXw OXXO configuratgns).. - Nominal6&#390 &quotimpact&quof. , Glazed composite Fiberglass omp 9e F Door 9 Single 9 12131f2622 No Yes Yes NIA 11 k-Therma-Tru Fiber Gassic and Smooth -Star (InswnglOutswing; X conttgurerion) Nominal 8&#39.0&quotimpact&quot Glazed Composite Edge Fiberglass Single Door with OXorOXO 1213112022: No Yes Yes NIA 12 1.Therma-Tru Fiber -Classic and Smooth -Star Sdefite(s) (InevarglOutsygng XO, wnfigurations) Nominal 8&#39.0&quot;lmixio%quot Glazed Composts Edge Fiberglass Double Door will or g ; OXXO 'th 1281/2022 No Yes yea NIA 13 h rm -Tru Fiber- ssic and Smooth -St r m T e a Cla a " Sidelites Inawi JOutswnn or V4 out ( rig 9 XX configurations) Nominal 6&#39 8 uotl act uo Glazed Molded o t &q mp 8q Open Cc osrte Ed eFiber lass, Ie:Door p p 9 9 9 1 12 31f2022 No Yes Yes NIA 14 n. Therm -Tru Fper-Classic and Smooth -Star Inswn K7utsw Xophh ura4on Nominal 6&#39r8&quotl mpact&gUot Glazed Molded Open Composite Edge Fiberglass Single Door *in 12191f2022 No Yes Yes NfA 15 o. Therma-Tru Fiber Classic and Smooth -Star Glazed I` Had Open Sidelites) (InemAng/Outswing. XO OX OXG fg t ) Nominal 6&9398 &quptlmpacMqu rt Glazed Molded Open Composite Edge Fiberglass Double DoorwRij 1231J2022 No Yea Yes NIA 16 p. The rma-TruFiber-Classic aatl Smooth -Sir or without Glazed Molded Open 8idelnes n m /O tsw or O Q corm -rations : {I s rig u ins XX g ) Nominal 6&#398 aq tlnipact&quok Opaque Composite edge Fiberglass Single Door w in Molded 12l31F2022 No 1'as 1'os N/A. 17 q. Therma-Tru Fiber -Classic and Smooth -Star Open Sidelites) 0nsvinQ10ut5wing. XQ OX or OXO configurations) Nominal6&#398 &quotimpact&quot; Opaque 12131J2022 No Yes Yes NJA Florida Department of Business & Professional Regulation Paz.I ofI .Building Codes and Standards IV2021 Product Approval Application Detail �a .-� „ _- � � ✓n �;�`�Y' Y-"+i,-�,°"?:S.�i 3t .:.. tea.-�.� _':k;nm.�9 `$ S,�``�^-%5�f o.:.a_ _:. .� ... .. � 3& �' ,.e ' x3 ._ •rv..b`n'++��`a' @ '. � � `�` Crate Entiiv or ,Doi-g 0*44 Data Pandina 21112 7•vpa. Version Manufacturer Contact Enalneer&License Valida[ed.Bv. Validated Submmed PSC Aamaval Approve status. Revision 2020 PGTlndustries Jens Ruav ldi Mlariil-Dada SCCO:CER Miami Dade:8CC0-VAL 11y1912020 1.0(2612020 1112IV2020 Approved Category: Exrariw Doors. 1941) 486-01 go (7aii) 315.2590 SubCalegary: Sliding rx alcr Door Assemblies jrManski�pgbndus:fnesc. Campiiande Method. Certibce9dn Merle or Listing om FL#i5 AMProducts - - Quality Assurance Acyrovedfor Use Approvedfpr Us, . WWI D00011 - Sava PYoduct Modal. Number or Name Product: Masrslotlml :Gordamgl Expiration. Date fir HVHZ outside HVH2. assistant Pressure .9 8G0.55 r 0(,a rge. Morale:.l rn poet) Vinyl Siding. Grass Door 0411M i yes Yes Yes NyA PFIK 3` D U C;k T A P OP" F1 %f jq` VWA. A I L P E 1 F I C' A T I U`2"NS"hHEET(2022) As j Administrative r _ information d approval numbers on "' building componentslisted below they will be Utilized on the construction pmject for which you are applying for a Manufacturer ProductDescription • s Test Press A. SWINGING Fiber -Classic and Smooth -Star (NON4MPACT) :f '',. t .. '✓'. #:. -Fiber-Classic and Smooth -Star (IMPACT) # EIRROTE i ill♦ :. MI Windows and Doors psf Pella Corporation :0Ls. Wayne-Dafton s..:a a 8: Wayne -Dalton Series 80011 ik #s ► M : ,� w # ..'� .i 1S ! ■ �' J i 4t d. I i -. F i y :Q L. -; * .:llF ;ill Curries,D : '#:. o AADG, Inc12. ! WINDOWS X. SINGLE HUNG MI Windows and Doors +MO/-60.0 psf reaCorporation 'Pella Series 11211MEsir firNT. Pella Corporation :Pella 10 Series +600/-60.0 ps:f _ff-MaTim B lli. ," 1, .,.. 0 i SLIDER MI Windows . 'y o w and Doors �LWMMFT F '. !' tb', s 1 4P # .i Pelia Corporation Seriei O0.i psf t!': Doors # : Windows and- .,. �.... •_... d .1. :. is �! f p d E, ,PellaSedes5520 *M1 IA Piella Corporation '10 Series Flange Fixed Windows and Doors Series 5764 + hl Series 5500 .. : 3. PANEL WALL ' Building Prod. I aSolid and Vented Vinyl Soffit AI AI G JI ilk I 11 Solid andVented Aluminum# s' l a rel e A. SHINGLES fir.. 3 Tab, imensional -ASPHALT B. UNDERLAYMENTS Tamko (for Shingle Roof): 151b Felt Underlayment 13% MOM 1t D. ROOF VEN11LATORS Thompson Arch Metal Comp. ';Off Ridge Vents �IFL16918.1 - fFlorlda I Metal Products, Inc y J Loma +' # Inc ,. 71 F. METAL ROOF Drexel Metals, Inc. 200S, DMC 5V 112/31120251 ®1 ■ Ak STORM117-TRESMIN 4 American A F -11 p COMPONENTS a WOOD CONNECTORS/ ANCHORS r Simpson Stmng-Tie 'B. TRUSS ! aTES Building Components AlpinePlates 9 He 4f J'. FL1999.1 MiTek Industries, V Cast -Crete Corp. Strength Concrete Lintels --NOA 20*v0630.15 Commercial Concrete Products, Inc. High Strength Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Rag.1 of 3 1i252022 code. Entity or AM Date Date Fund !no Qgte I%ve Ytan Manufacture contact enaineer&Lcense ValidatedBy Vadated Submitted FBGApomyal Ano- etl StawRevision- 2020 Therni Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King P:E. :07)2312020 07MV2020 0712912020 10113Q020 Approved Category; Exterior Doors (800) 843,7628. PE-43409 (813) 767-6555 Subcategory: Sminging Ea2erioi Dow Assembles sJ.r p.racingthemretru.co Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer Lc^�2fl470-R3 PtbdUptsPrbdUaCCs.. Quality Assu range Approved for Use Anarpved fpr.Use mat Dealer Sec.# Prod uct Model: Num bar or Name Product Desanfltlbn Contract Expiration Date inH=lf+Z. ioutsltleHVHZ Resistant Pressure 1 a:Thermo Tru Fiber Cfassic and :Smooth Star Nominal 8&#39 $ $quot;lmpz&&quota Opaque Comp-1. Edge Fiberglass Single Door 12I3l/2022 Yes Yes Yes WA 2 It.Therma-Tru Fiber-Ciassic and SmpothStar (I nswngfOuts mg, X configuration) Nominal 8&Maliquot.impact&quot Opaque Composite Edge Fiberglass Sngle Door with 1213112022. Yes. Yes. Yes NIA 3 a Therma-Tru Fiber -Classic and Smooth -Star $idellte(s) (inswing/Outsw rig XO, OXor OX© configurations) Nominal6&#396 &quetfmpacAquot Opaque Composite Edge Fiberglass Double Door with or 12/31f2= Yea Yes Yes NIA 4 d.Therma-Tru Flbsr-Classld and Smooth -Star yAthout Sidelites (Inswing)Outin Ang; XX or OXXQ configurations) Nominal 8&#390&quot;1mpact&quol.. Opaque Composite:Edge Fiberglass Single Door 12131 f2022 Yes: Yes Yes NIA 5 e: Tha, m Tru Fiber-Classica 1 Smooth -Stu (I T.Angloutswingw X configuration) Nominal8&#30,0 &goof impact&quid Opaque Composite Edge Fiberglass Single Doorwith XO, OX 1 V31 J2022 'Yes. Yes. Yes NIA 6 f::Thernra•Tru Fiber-Cassic and Smooth -Star SidelRe(s) (trrsw ing/Oulswi ig or OXC configurations) Nominal8&#39,08gtrot;impact&plot Opaque Edge IMI/2022. Yes.. Yes. Yes NIA Composite Hoerglii. Double Door with or without Sidelites (inswin9youtswng; XX or Q)D* coif gurahons) 7 g. Therma-T(u fiber.Cloasd. and Smooth -Star Nominal6&#39'8 &quotimpact&quut, Glazed 12J31f2022 Yes. Yes Yes NfA composite. Edge Fiberglass Single Door (tnswinglqutswing; Xconfigtlrabon) a In. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&#398&quot.lrnpact&quot, Glazed 1WI12022 .Yea Yes Yes NIA ComposdaEdge Fiberglass Single Doorz^nth Sidelrte(s) (Irrswingloutswwng, XO, OX or OXO oonflguraticns) 9 i.. Therma-Tru Fiber -Classic and Smooth -Star Nommai 88#398&quot-lmpact&quot Glazed IM1/2022. Yes_ Yes, Yes NfA r',paoslte Edge Fiberglass Double Door with or without Sidelites(Irasokng;10utswaing XX or OXXO configurations) 10 j:Therma-Tru Fiber -Classic and Smooth -Star Nomura l$&#390&quot lmpaat&quot Glazed- 12/3i12622 Yes: Yes Yea NIA Composite Edge Fiberglass Single Door (Ins sing/Outsw'ng, X configuration) 11 k. Tharrm-Tru Fiher Classic and Smooth -Star Nominal 8&#390 &q-:;Impact&quo: Glazed 121312022 Yes. Yes. Yes: NIA Composite. Edge Fiberglass Single Dow Mth --Sidelte(s) (IrlswinglOutsw. ing XO, OX or OXO configurations) 12 t.Therma-Tru. Filaer-Classic and Smooch -Sher Nominal 8&#39,0&quptlmpact&goal Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wth or WthoutSidelites (Insromg/Outswing;-XX or C3X(0 configurations) 13 m. Therm-Tru.Fiber.Classic and Smooth -Star Nominal6&#396 Squotlmpact&quct:Opaque QJ312022 Yes Yes Yes NfA Composite :Edge Fiberglass Single bootv+Ath &quotNon-Impact&quo: Sidelde(s) (humAnglOutowingi XO, OX wOXQ configurations) 14 n, Therma-Tru Fiber-Ciassic and Smooth -Star Nominal 6&#39 0 &quot lmpaa&quo: Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door w th 8:quot;Non-Impact&quo: Sidelites (InsWrig/OutsW ng; OXXO configuration) 15 o'.Therma-Tru Fiber Classic and Smooth -Star Nominal 8&#3968quotlmpact&qupt, Opaque 1213112022 Yes Yes Yes N(A Composite. Edge Fiberglass Single Door with &quot;Non4mpacAquo: $idehts(s) (Inswwing/Outswing, XO OX or OXO configurations) 16 :p. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390&quot,lmpact&quot Opaqua 121312022 Yes -Yes Yes NIA - Composite Edge Fiberglass Double Door with &quot;Norolmpa0t&quot5idelines (Ins�MngfOutsvl rig; OXXO pwifiguration) 17 q:Therms-Tru Fibe,,Ctassio and S-finStar Nomnal 8&4SQ9&quoh 4o Impact&quot Opaque. lWV2022 Yes Vas No NfA Composite Edge Fiberglass Single. Door (In iWnglOutswing, X configuration) 18 r.Therma-.Tru Fiber -Classic and Smooth -Star Nominal 8&#39S&quot Nonlmpact87uct Opaque IM112022 Yes Yes No NtA Composite Edge Fiberglass Single Door with Sideltele);lift-nng10ut-ing XO, OX w QXO configurations) 19 s:Therma-Tru Fiber-Classio and Sm.olh-Star Nomina16&#396&quotiNonlmpact&quot Opaque I213112022 Yes Yes No WA Composite Edge Fiberglass Double Door with or. without SMelites (Insw ing/Outax ing XX or OXXO configurations) 20 It, Therma-Tru Fiber-Cla5siq and Smooth -Star Nominal8&#39 0 &quot pion Impact&quot Opaque: 12/31=22 Yes: Yes No NSA Composite Edge Fiberglass Single Door (Ins AmgfOubs g, X configuration). 21 u. Therma Tru Fiber -Classic and Smooth -Star Nominal 8&#390&quothlondrpact&quot:Opaque In112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelte Inswln loutsw in XO OXw OXO (s) ( g 9 22 v Therma-Tiu Fiber-C(assicand Smooch -Sear confmura 9#3 Nominal6&ti390&quok;Non lmpact8,qutii; Opaque Composite Edge Fiberglass Double Door w ill or 12f3112022 Yes Yes No N/A 23 w, Ther - r i -Ci sic and h-sstar rna T u Fiber as hrw>wpk r without Sidehtes (Inswing/Ovbewulg, )Xor OXXO. configurations) Nominal M 398 wi-Non-Irn actaquot,Glazed o &# &q p q Composite Edge Fiberglass Seigle Door 12131=22 Yes Yes No NIA 24 x: Therma Tru Fiber -Classic and Smooth -Star (I naWnglOutsw rig; X configuration) Nominal 8&#39.8&quothion-Irnpact&quotGlazed Composite Edge Fiberglass Single Door with XO: OXO 12)3112022 Yes Yes No NIA 25 y-Themla-Tru Fiber -Classic and Smooth -Star Sidel te(s) (Inswi ngJOutswing OX or configurations) Nominal 5&039,8&quotNon. Impact oluot, Glazed Composite Edge Fiberglass Double Door with or 12f312022 Yea Yes No WA' 26 z. Therma Tru Fiber-Gassic and Smooth -Star Without Sidelites (Inswing/Oulswing, XX rx OXXO configurations) Nominal8&#30,0&quot:IVon-Impact&quot;:Glazed -am so ite:Edge. Fiberglass Single Door 122112022 Yes: Yes No NIA: 2 7 :za; Th "-Tru Fiber -Classic and. Snmoth-StarNominal8 aria (I nswin9foutswFig X configuration):. f7390$ ua'Non Im ad& not Glazed & q t q. P b t Edge tier lass Share Door C mPasi a g F g g Da 1 13i/2022 2 Yes Yes :No NJA` 28 A. Therma-Tru Fiber-ClassicandSmooth-Star Sidette(e).(Inswing/Outswang, XO OXor OXO configurations) - Nominal 8&#39;08quot;Non-Impact&quot; Glazed 1213172022 Yes Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Protluctkpproval Applicatian Detail Pagel oft i 12az1 . i ... " _ 1 m�trifilit .... Code or gets Dore Pendnd Date Troy Ye�ion Ma-F.durar Contact Enatnear& Licarrso lraltrlatad BV -vabdalad Submitted par Approval Aporvwd Status ReviSron 2020 MI Wild-*,z d Dodra. EirEm Sitinger Lois RWerto Lamas Sievert M Urch, PE 10/01312020 10/0dr4020 10r19/2020 121IM020 Approved Category: Exterior Doors (717730-3300 PE-02514 i,717)317$454 - SUate bCgory. Sliding Exterior Door Assemblies 9armil d.cpm Compllante Moihod: ihaluaticn Report from a: Florid Registered Ard ten we Lcensed Florida Profs ionel Engineer Fl�.'I5a52:R6'Prvducts' QllalltarAssurance Aplarayedfer Use Approved forUsa Impact Design 'Sep.# Product Model, Mmberor Hama Product Desa lotion con of lgxpkatlan Date In HVNZ Outside HVHZ Resistant Pressure 1 'SERIES 420ALUMINUM SGD SERIES 420 ALU MINUM SGD OXO 12512024 No Yes No NIA 14&,V4&quotx80&qud: NON -REINFORCED 2 SERtE5420AL UMINUMSGD SERIES 420ALUMINUMSOD OX XO.XX 12J3112024 No Yes No N1A 96&qud;x809:quat NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUMSGD REINFDRCED DXD 12r31/2024 No Yes No N;A 1453A& adx96& ud' n q . 4. SERIES 42ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SOD REIPIFORGED OX. 1213112024 No Yes No NIA XO, xX 96&qu01:xs6&quilt; E 4 0' UMIN EIN OR SERIES 2 AL UM SC-0 R F CED SERIES 420 LUMINUM SOD REINFORCED XXX 1213120 4 A F 2 No Yes No. N/A 143&quot;k9e&quo; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ppr pp 11a9.1 M1 IMOD21 - ._ Code .M§ � Data Raoul - twat§ TM 1 T112£ Y£Css11 Manufacturer M c a Engineer 8 License Validated Dv Corded Y�1d�..4 SJ�.914�4. F8C Aoproval ro d 9F@�' status Remslon 2D20 wayn a-Dalron;.a division of dvemead Door P,vayne Kcrnish John E. 9.tes JefrrayP Arneson, P.E. 19/1212020 09292020 1023/2020 12MV2020 Approved Corporatiory (330)763-8121 PE61737 (904)8215200. Catagary; Exterior Doors dkomish&wayne-daltpl;c SubCatagary' Se t anal Exterior Dow Assemblies orn Compliance Method! Evaluation Report from a Floods Rag (steredArchitenwa Licensed Force Professional Engineer PL#84402h PeodrtYs ' - Quality Assurance Approved fat Use Aparoyadfor Use 1 Des moan. Ion sec# Prong]-ModM. Numberor Nartra. Product Description Contract Jbiollon Date. 61 HVHZ Ounsltle HVH Resistant Pressures 3 8000l81DOr8200711105 9&#39'Mex winith.14&#35; Max height. Glazing. 121312023 No Yes: Yes +31001-35.00 e Ifabie in to or into nnedlate section. 10 8000t6100r8200 #1123 1e8439; Max atdth. 14&4'39; Max height: Giazing 1 N312023 P1d Yes Yes +30.001-33.50 avellaDle in top or intone lets section 11 80001810018200#1:124.. i5039 MU width. 148#39'. Max height.: Glazing. 1213V2023 No Yes Yes +'34:4W-38.30 avasabla: in top or intagnediate secirm. Florida Department of Business &Professional Regulation Builds sandStandards to n Code , 9 Product Approval Application Detail Page 1 art 1612021 rode Entity or cale. ()rile Dail. P.D(inp ate. jygs: Version Manufacturer contain Eno eer&Lieense :Validated au Validated Submitted Pao Approval Aooroved Status Rew3'iun 2020 CUmes DIVIson OfAA44. Inc. Tom Rattay JILLLC Troy aisheD P-E, 1211o1Zozo IV 2020 122132020 Approved Category: Exterior Doors te41) 494-2813 s54)947-0880 Subcategory: Exterior Dow Canpontnts tomrattey(gi:eessoloy.co Compliance Method: Certification Mark. or Listing m PLx11537a4aPrpduats '.- ; Quality Assurance Approved for Use Arrorovsd for Use Impact Design 8-# Protl iyH Modal. Nu b Name Product Doscrmhpn cool ExoirMro rage In HVHZ QQjtsida lNHZ Resistant Fissure, 1 507 07 72'r747. 57-: P7,end 847 Single end P airs at Flush Glazed. and Lowered sreleand pairs of 1223112025. Yes Yes Yes N/A Doors nollow metal doors Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Page:1 of 2 5.g21 Code @nnN or. Date Date Mate Pei Data Tv Version Marturacturer. Sonla.tr Ronan— 4; License. Validated By diVaidulga Submitted FBGAoomvat A -lived Xglis- Revision 2921 MI Wtndoes and Doors 8rant0itlinger American Architectural Socron M Urm, PE 1111Y2020 I111 TM20 1127M,120 Approved. CN4gory: UWndv- (717)365-3300 Manuthourers Association (717}317-8454.. Subcategory: Single Hung bsiunp.,Qmtsrd.com Compliance Method: Codification Mark a Listing Quality Assurance Aowaved far Use Adormad for Use 1-tit :Desian. $S.g.$ Product Model. Number. or Name Product Descrionim congeal extaratlon Date In HVH2 Outside HVHZ R,dia-t Preauvre 2: 185 SH QX72 FINFlonge Frame IG)SG Single Hung. lotmoV' No: Yes No +601-60. Laminated Gieas N U 0 O co W M •� T�t O O O O ^� W O CO U- p _ > .� E ^' 0 � -0 �•�`4,/^��a .a VJ i..L Z Z W J C%j Clki 0 W Z3 7 W iSry C, LLJ co yC IAo N a+ Y OD W 17a i= tat � -.a'Gr+ 4 T� 4C 'Ct X2 > c sa CCi C G to O 13.E [3 W a) E ^1 W V O > L� C:L 0 a< U O L� V / O L W W Z Z Q J tZ SHEET NO. PA 1.0. U) Florida Department of Business & Professional Regulation Pug. 6 or 8 Florida Department of Business & Professional Regulation page 1 rt Florida [)apartment of Business & Professional Regulation P.g. I f� Florida Department of Business & Professional Regulation regal IT2 > L) Building Codes and Standards 1/25M22 Building Codes and Standards Building Codes and Standards I r,=21 Building Codes and Standards iW2021 2 Product Approval Application Detail Product Approval Application Detail ProductApprovad Application Detail Product Approval Application Detail 0 CL 0 code CIO T-- Entity or 2& Date Date Pend in Date C.d. enfiti, 21111 Data Pnding Entity Date owe Pass Pe(fino kallt Code Entity or gift Date Date Function Date Revision Version Manufacture 2020 Thesirree-Tri,i Corporation CQntaot Enaineerd, License Validated 0 Validated Steve J-P.- Lyndon F. Smi# P. E. Ryan J. King: P.E. 10,0712021 Submitted FaC Appicoval OWIS/2021 10113/2021 Alypritived 12115)2021 Staind Approved 7VD. vershm Manufacturer SWU contact Eraftivear e, License Validated ev Velidustatil Submitted Fn Ationlyal Approved atruis TV- version Manufacturer crtt nLi-, Validated Valkladed submitted FRCAtacroval A-,v,d status IYRA Varelon Mamurectuter Coons iinio­ & U-- validtd B. V.1kitat stithlddi FSC A,,,,W Amit�eul status U) (3.) -t=! Categoy. E*rior Dporia (800) 643-7628 PE-43409 (813) 767-6555 Affirmation 2020 PGTIod-utia. Jana R-141 Milind-Dad. BCCO - CER Mlam-Dade BOCO -VAL iimm2o 1110&= 1111i/2020 Approved Ra.ai- Mo MI Wintlws and Dours Brent atilinger American Architctural Steven M. Udsh, RE 10MEY2020 1QfflBn026 1GI19M20 Approved Rellsi- 2020 MI Wird-a and Door. CM.00ay'. WInchhYS Raot atlosor Airier Arhistolurel Stowiso U Lhich� PE 1112212020 1 U2212020 11aal-1020 Approved 30-33W Manufactuners Association f717) 317-8454 -ca SubCategory: Swinging Exterior Door Aaskan-lblikini riijasperao*thermaffu.� Catgory: Wind-s. (94i) 480-0100 (786) 315-25% jrosmsftigglindusuneso category: winclows SubCalegiorr. Horfzorindaidar (717) 365-3300 i717) 317-54N Subcategory: Fixed (717l U) Compliance Method: Evaluation Report from a m Subcategory-. angle Hung Method: Cartilicniff. visilk Usting om Compliance Method: Clistifficalion Maric or Listing Method: Cariffication Nbrk Listing Florida Registered Arditect or a Licensed Florida 0 0 Professional Engineer F1,02311-111261'rodu lFL#15M1-R8 Products L_ (D FL#20461,R7 Products Quality A,,r,v,d lo, U, A,,r-,d for Us, holiest Quality AssurmR, AporeviolfarUse Androved for Use IMDsc Dtailt) 0malin; A ... rans, Anor-d for U­ fintor-d for Use Inseast DI- 0 0 3: Challty Assure in ce Aponowdler-Use Approvedfor-Use Impact Eyesion Pr.ductlitdel.flum r.ralsons be Product Dissertation m Date In HVHZ outside KV Itestiffant lemlinffq laul Pr.dija Model. N-b. or Nans. P-hed 13-riall- cooftnect wig in NVHZ DtMd, HVWZ Resistant 1?De5l- S.QA Product Model, Numi, Maree Product Destaleflo -cotimi mpilutlon Me In HVHZ Outside HVHZ Resistant Pressure 0 LL - Seq Product Mirchal. Number or Name Product Description Contract Expiration Date in HVMZ outside HVHZ Resistant Pressure 2 SH550a (Large soI'P.ot) Vinyl single Hung Wlod� 07M)202S Yea Yea NJA I HS i 8O Fin J Merge Frame 73.62 I ee.*t,d G1.. 021=024 No Y. No -5W 55 1 185 PW 7S 72 Ined.t.d 01- 04/03Y202S No yets No -601-60 - -4-- 1 a. Triermal-Tru Fber-Glawc and Smooth -Star Nominal 6&939:8 itiquot;Non-Impactsquat Opaque 1 WV2022 No Yes No MIA L4- 0 > Composite Edge Fteacglass Sirrgtl� Dow X 0 2 b. ThermaTru and Smoodi-Stair (Inswirig/Outlswuig� configuration) No minal 8&#39;8 &quarlon-ImpagActuot; Opaque 12/3112022 No Yes No NtA (D 0 L_ Composite Edge Fiberglass Single Doorith Cn Sidelisa(s) (InsvvingiOateeing: XO, OX or OXO !E um) CU 3 Thorrodi-Tru 'his,-Cillesdo and Smooth-Shar Nicrolinal 6&939:8 Op.q.. 1213IJ2022 No Yaa No MIA Fiberglass Composite Edge Double Door with or U) without Sidelites (InemriglOutawing: XXor O)VO configuration5) 4 d. Therme-Tru FlIbenrlassic and Sonooth-Star Nominal 7&939;0 &quotNor-Imrpsgt&quot, Opaque 12M/2022 No Ym No N)A Composts Edge Fbergi- Single Deer 5 Thermes-Tru Fleer-Classo and Smooth -Star (InsvAriWO.tswIng; X configurtion) Nominal 78,#39,0 &quo�14on-Impact&quot Opaque 1213112C22 No yes N. MIA Composite Edge Fiberglass Single Door with Sidesto(s) XO, OX or OXQ ocrifigurati.n.) 6 f. Therma-Tru Frithar-Classo and Smaoth-Star Norntnaf B&#3B()&quot;Non­Impadt&quot, Opaque 12J311= No Yes No NfA Florida Department of Business Professional Regulation Paget at Florida Department of Business Professional Regulation N9.1 at Florida Department of Business & Professional Regulation ae1 of I Composite Edge FlIterglaasSingle Door Building Codes and Standards 15=21 Building Codes and Standards INZD21 Building Codes and Standards 11OM21 (Insvving/Ourmwing; X geriffiguradon) 7 g. Thictima-7tv and Sirroodth-Sta, Nominal Opaque 1213112022 Composite Edge Fiblarglisse Single Doortsith No Yes No MIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail sidstlits(s) XC: Ox .' OXO configurations) Yea No NA 8 In Thermai-7ou Fiber-Ciassio and Smooth -Star Nominal 8&#3g0&quctNon-Impak,t8,qLot; Cipaclue 12i3l/2022 NO Composite Edge Rbarghase Double Door with or cast. 21111 Data Out, P,ndloss am- tied. Enfflvor Will Data Penchi, IMA Code eData Endt, Data P.,01- vAthout Sideliffels (I hleMinglOutsi XX or QXXO configurations) Tl"', Version Contact & validated By Validated sluterriftd FSCAP,rq�ull Tvpe Version Maintiftuncr co"itud Emdos.,& Lioans. VAchunal Ber Validleatal subitted F00 A-rotail Aariturvo sodv- Ttloa, yorsior' Manufulyr9ir Contact Snake. 1.1-ins Validated By Validated submitted FDc Alternate[ ApproVed Wiflue 9 i. Therma-Tru Fber-Chassic, and Smooth -Star Nominal 6&#n;8,8quot:Non-Impac*Lot. Glazed 12131120,22 No Yes No N/A Affirmarion 2020 PGT Induchriee Jan. Fee-sid IRCCD - QrR BCCO - VAL 1 IJ05)2020 1 1 i0512020 11M112020 Appripd R.,A... 2020 MI Vifindoive end Ek,ers giant ShIng. Luis It Lomas PE U Url.h. RE 1001312021) 1(VOK020 10AW2020 1211512020 App-d Affirmation 2020 PGTInductri., J_s R.1-slid ldtlrri�lllide 9CCO - CER Mii,mkOdd. BCCO VAL i 1106120 20 1 1 Wf2020 1111112020 Apixe,ed Composite Edge Fiberglass Single Dcrpr Calse.,y: Wind- (941)486,010() i786) 315-2590 Chogry! Windeva (717) 365,3300 PE-62514 (71?)317-8454 Category: Vendc.s (941) 483-0100 (786) 315-2590 (Inewingfoulswhg� Xminfigulation) sdbc.tlpy: Flk.dl jrosoiesklifiliplaindussise.c subc2taFFY: Mullians bartilnotrarrilvd.com Subcategory: M.Illons j"osiniki(ilig9tindUstrelix 10 J. Therma-Tru Fitior-Classic and Smooth -Star Nominal 6&#39;8&qUOLMOn-IMP@Ct&qUOt:,GI22ed 12131f�022 Composite Edge FlIvargifia-Singi. Door Wth No Yes No NfA compliance Method! Cafflitt., Mark Listing oth Compliance Method: Evatation Report finom a Florida Ralistol Architct censedFlorida Compflime. Method: Certification Mairk listing ors Sid.11a(a (InswidittOl.tvAng: XG, OX or OXO fWZ43�R241srodudt neFLOM -R13 Pro 11 k Tharmes-Tru Fiber-Classc and Smooth -Star gonfi gurai Nominal Glazed 12a112022 No ye,s No MIA Us, A-64 fo, Use oican 4*1,5153,RS PinditJol, Duality A,,M--* Agar -sal for Uses A . od . d to, Us, lassect Deal- Z Composite Edge Fiberglass Double Door vifth or S.-fi Model. N-b,.r Noting proddot Finatten Vale In Hurl Outside HV Resistant Pressure Sea A Product Model, Number or Name Product Description Cmrwt Exillrallon Date In MVMZ Outside HYH Resistat ler-ure vAthoun Sid It. t1nayArigiCutasifing XXorOXXO 5 PW-5520 rurg. Missile hopect! Vnyl FIk.d Wind- 041UM25 Y­ Y­ Y.s MIA Apearoved for Us, for U. I'me.ot C,,I,n 1 Mulloo. for At I Doore and Mridoes Muntinum Mulons 05i26=213 Yee ye, Yea IUA ) S-9 PrialuktModalrMunlibal,whhoet F�rodukn D ... When Ccanfira��rmg.Qallll I,, HVHZ Outside HVHZ Riothdarill Pr4unesm; 12 L Therma-Tru Fiber-Classo and Smooth-Sts r Nominal 7&#a 9;0 &quotNoo-i hinpact8quat Glazed 1213112022 NO Yes No MIA 2 94 Vortic.] A.nrinuun M,tlhiai No Yea Yea WA Composibis Edge Filtargiarez Single Dwr (linsvving(Outaiwing; X perifigurabon) The,--T,o 7&hGg;Q Glemad I M1 W22 Cempcaite Edge R berglass Sing 1. Do., with I'll. Y No NIA Sid elhe(s) 0 nawl rilitOutevoing; XO, OX or OXO comfigurstone) 14 n. The -job Fib-Claussid and Simnath-Star Nominal 8&939:0 Glki.etf 12131f2022 No, Yes No NIA Z Compostia Edge Fiberglass Single Door �InSWngfC)u1swhl X onelfigureflon) 15 c. Therma-Too Filoar-Classio and Smooth -Star Nominal 80KO &quot.Non-Impad&qLct Glauted 121SV2022 No Yes No MIA Composite Edge Fiberglass Single Door eAth Sidalite(s) (Inswirg/OutsYring; NO, OX or CXO donfiguradons) Florida Department of Business Professional Regulation page 1 &I Florida Department! of Business Professional Regulation page 2 of 2 Florida Department of Business Professional Regulation page 1 d2 16 P. Therm�Trul Fiber -Classic, and Smooth -Star N.mk,.] 5&#3!3;0 Glazed 12�31 C?022 Composite Edge Fiberglass Double Door with or NO Y_ No NtA Building Codes and Standards 1 BuildinglCodes and Standards Building Codes and Standards 11DI2021 without Sidelites (InswingfOutswing )(got QXXO cenfigurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Theriona-Tru Fiber-Classio and SmDoth-Star Nominhal (MUX8 &quot:Non-tmpect&quot. Opaque 12131 i2022 NO Y_ No MIA Com posits r d ge Fiberglass Sin g Is Door with Transom OIX 16 r. Therma-Tru Fber-Claussic and Smooth -Stair (InswingJOutslwing; configuration) Nomhal 69#a9;8 8quot:Non-Impisct&q-t Opaque 12/31i2022 oYee No NIA Code Entity me Data Pending RM Clehl rittity or Dase Data Data pe.dinit 292 Code Eauti, or D-t- 22u_ Data Famointo 21112 Cornpossibe Edge Filosirglass SingL. Door with Sidialitia(st) and Transcim OIXO. Clox or OYOXO extrifigurations) =a Jam" Handle Building Products. Ins. ct.d End[-, & License Validated By Validated 31thftled! Chad Dia, V. Ardnew Teo JhnSbdth.M, P.E. 011051202i 47JIV2620 FBC A,,,v,l Avoloy Status oilowa2i cinig FSC Appr T'" version Manufacturer Revision 2020 Aleld. cootact & vlidated W Validated sulonlifindl Nick Thompson Lyndon F� Sphoict. P.F Ryan J. King, P-r. 02/15r421 OW15)2021 FBC Arigina-1 02J2212021 A,,,,,,d fillatus 04MZ12021 Approved TVM version Manufalchurgir Re,Ashort 2029 GAF corill anstinw9u..neol Validated Validted submitted FIfiC Arsiso" Approved ;Nalus ask Robert N.mmen John W. Knaze,ch. PE D9)26/ZD2() U9)21r202G 10102f2020 12116tX20 Appowad 19 s. Therma-Tru Fiber-Cl-id and Smooth -Star Nominal W3G;8&quct;Nor-Impact9ciuot Opaque 1M112M No Y.s No MIA cathegory Pand Wells (Wti� 545-8359 PE-81662 -362)367-2525 aeorPan el WsIls 1330) 9=�23a; P�-42409 (313) 757-GS55 Calegory; Rocling (400) 7GB-3411 PE-58i(36 (954) 772-0224 Composite Edge Fiberg [a. single Door with Subcategory: along .d.dienclusillijamealia,di aeorsoffis. nth-ps.@.Isid­. StrCat.g.W_ Aoh.1tatusoka, mellhigIlge"Min mi Siduslibe(s) (I n-Ang/Outswingi. XO, OX or OXO Compliance Method, Evaluehoo Robert from a c-pleroa Method: R.Poft from . Ccimpliance Melli Ev.WU. Report from . Continuous Head and Bill configurations) Florida R,4.tarad Arcroffied or. U-sed! Foriche Rods. Liderread FI.difis Flodda RegatersdArdoftectoria Ucarreed Florida 20 t. Thiarma-Tinu Rber-Classic and S,ndoth.&Ibir Nominal 8&1l39-,0 Dipixi- 12i'3112022 No yes No NIA EnneerProfessional Engineerr Composite Edge Fiberglass Single Door with Sideliba(s� OnswinglCutswung; XO, OX or OXO FMM24-RM PraWkshe 21 u. Thomna.Tnu Fiber.Classid and Sonwim-Stair Continuous Head and Sill configurations) Nominal 6&939,8 Glazed IM112022 No Yes No NIA Quality Assurance Aigpinivocifor use AnsforroO for Use Impact Doillain As-ense Apai for Use A,u,-.d for Us, Wesel Dualism Q-11tv fluouarraria. Ation-afforthe, Approviud for Use lmDae Design ,omposlte Edge Fiberglass Single Door with sea a Product Model, Munster w Nams Erooluct DncFlcAlQn CorAwt Expiraths, Oat, In HVHz Outside WINZ Resistant Pressue sea A Produd Mod.L Nunibar or Nam Product 0-riptf- Contract E.Vinitibn Me to HVINZ Outside HVHZ Pressure P,oduct Modl. Nrriber a, Name Product Dewrotler C,,ft,t Excindipin"It in HYHZ Ouli HVIH pressure Sidefite(&) (Insi,ArgJOutswftn9' XO, OX or GXO I C.mpt,hk Lisp ailing let, ai&g IMU202a yea Y­ WA N/A 1 & &qua;2T&.qu.t:SofR Vtnt or Solid Vinyl Soft 12131QO23 No Y's No MIA 1 GAF Asphalt Rod Shigles Floarg.. 4storced 3,t.b. 5nieu.nd 1211612022 Yale MfA MIA Continuous Heed and Sill nfigurati-) 2 H.di,Pl..k Lisp ailing Isip.1dg Inif2a2s Yea WA N/A 2 to, T4&dueC S.Mt Vart.r Sold Vhryi Wfit 12CIli:2073 No Yea No MIA hipiclija asphalt shirighes 22 v. Therms-Tru Fider-Olsoasigand8mooth-Spar Nominal Glazed 12,i3l/2022 No Yea, No MIA 3 o &.qut:Gr..bftl Voltage Deaded&.43.5): Saint Vent or Solid Vinyl Sent 1213V2023 NO Yale No NJA Cbroposite Edge Fiberglass Single Door with 4 d, &qud`:Qs&Wdt SW VuhtorSitild SO'll 12MIJ2023 No Yge No NJA C:D Sldelite(s� (InsivinglOutavAng: XO, OX or OXG Continuous Head and Sill configurations) 5 oakaquat; soffilt Vent or Solid Vinyl gone i 2)3112023 No yes No NYA > LAJ 23 w, 7herma-7ru Fiber -Classic and Smocth-$tar Nominal 6&#59;8 &quot;Non-mpacc&quot Opaque 12/5112022 No Yea. No WA 6 f. 8quot;SuparSpani&quQk; Soffii Vent or Solid Viny? Soffit 1213112023 No Yes No MIA C) Composite Edge Fiberglass Door Panels with Vented X,� Sidclite(s) (I nisimiaglOt.sawiri >M or X�= CU C--;l 24 x. Therma-Tru Fiber -Classic and Snixecith-Star ounfig unati,me) Mammal 89039;0 8quck.Non-1mp=&quot; Opaque Inl/2022 No Yea No NIA M C�4 r _.in posits Edge Fiberglass Door Pankalsith Vented W LA. C)_ U) Sidailite(a) (inswinglOubewing, Xy. XYXor )OO(X Use cc C=) U) 25 y. Tharma-7ou Filoar-Classlo and Smooth -Star Nominal 69*39:8 &qvot:Non-Impadt&quot Giant] 103112022 No Y- No NIA in Compoddla Edge Fiberglusles Daer Panels with Vented .CX Sidaits(e) OnawfinglOuicavving. )0f, XXX or X)CO( Florida Department Of Business Professlonal Regulation Par I it Florida Department of Business & Professional Regulation Peatil all Florida Department of Business & Professional Regulation aeI dl 03 26 a Therma-Tru Fibel'-asneSicand Smocilh-Star Nomim[8&939:0&quct*.Non-Impazf&quot Glazed 12J3112022 No Yes No NIA Building Codes and Standards 1OW021 Building Codes and Standards 1 111021 Building Codes and Standards E Composite Edge Fiberglass Door Panels wilin Vented CD C2 Scheite(s) Vnsw!ng!OLts%vhg;. XX XXX or XXXX configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail M 27 za, Thermel Fibar-Classic and Smooth -Star N.nmnual 6&#39;8 Glazed 1213112022 No Yes No NJA ComposibsEdge FiberglasiSt-gle Doorwith3U391.0 cl) SidelW.) XO, OX or OXO a, 28 Therma-Tru ciprifigunsli.n.) 122122 T­ version MainufarreJolir Entio, Data Data Coaltia,t Encireaur& Usiseek V.11ollil fiv Vislichei Submitted DO, parrifir. 700 Alatneval Apon-0 C-(N lVea Vans- InAlvor Data Doe C,lt,,t linch-A, Liaturre, Validated 61 V.11dalsal submitted Oate pendra FBC A,,.,l _1A2 A,U,Id Blau, C.d. Type Vitinsion Idemtectur., r" or Dar. Oad. Date pending Date Contact Enah .... & Ltd... Vaudated! By Validated sbmitted FISC Approval Appen-d! stido, = zb. Fiber-Clasale and Sonooth-Star Nominal 38JnS;e &cuoLNon-Impesc1&qdot� Glazed 1213112M Composite Edge Fiberglass Double Door Wth 3&#59;043idelites(InsyvingiOuts%Mng QYXQ N. Yes No MIA Rev-i 2020 TAMKO Building, Products ,LC Kend Edac Ptent Woman John W. K-Ish, PE 1010412020 09429/2020 10;1212U20 1VIS12020 Approved R.-A,Ion 202C L.M. Thompson. Inc. clots Thompson Architectural Metals Company iTAMCOcj Tony ChrIstman Zachary R. Prikig Steven M, UrIch, PE 09,17=20 oslianot?a 24�-3456 PF-74021 i717� 317-8414 osimatto 12Jl5u7Q2Q Approved Revision 2020 Floddis Metal Products ino category: Reeling Clark Jones Jam. I. Bucker, P.Ird Steven M. UrIch. PE 09,27n020 09,2512020 10c,112020 17Ji6r20M Appr-d 7&3,43400 CRUCK Eng,reaning 317-6464 in E wrifiguration) Category: Fooffl,ig (417) 624-ES44 PE-59 168 f954)772-6224 (913) (904) �717) PS.31242 0 29 zQ, Therma-Tiu Fibter-rhisaii;i and Smcx:;th-Ubar Nominal QU39;0 squvtNQn-Impaot&quot Glazed 12131/2022 No yes� No NiA SolloCaeigoy: Undri.yrdent, kend adeagamlecoom - Category: Robing SubCategary: Roolng Accessories that Are an Accessories. that are Integral Pan ofthe pooling System c3'_ 0 Composite Edge Fib.ogtesa Singl. D.or,vith 38039.0 Sidolite(s) �InewnglOdtswng: XO, OX or OXO Compliance Method: Evaluation Report soon a Florida Regisurad or Food. Integral Part ofthe RoclIng System Compliance Method; Evaluation Report from a nesCorhipllam� Method: Evaluation Nport from a Fibritcle Florida none. R.91.1-dArchitact.e. Licensed Flond. Enon.er so zd. Therma-Tou Filber-Classuo and Smooth -Star Nkimaus #10&cjpotNor�lmpatisquip� Glazed 1213112022 Comp.ait. Gdg. Ricalgassi Double Doo-ith NO Yes No NIA Professional Engine" EL"S"lliars-ths 3US9 0 Sidelltes (InewinlOutswIng; C,XXO oonflg�ratl Q,WIW Assurance Amor-cifr use Anoinevsd for Use FL#1 119111,143 Jersiducts Cuallty Assurance tidiscrovej for use Approved for Use IMD903 pastern 31 ze. Thermat-Tru Fter.Clasgicand Smwth,Star Nominal 7&#39;0 &quatNon-JmP.ct&quct: Shaker 12/31t2022 NO Yea, No NIA 01-9 product Modl, al-Iter r Name poittijec D-12 Contract Emirlluen Me in HvHZ Outside HvHZ "ation, Gumilt; Assurance Arstrossicifitir Use Approved for Use jM= ciesion a-- A, Modal. Number . Me- Prodoet D-fistles, in HVj4z oddelds HvHz Reident preassins Serisa. Composite Edge Glazed Fiberglass Strigh, I TAMKO Root Underlayrrants (HVHZ) Rod undsil.tineant, for ain P BC HVHZ 0612912023 Yes No MIA N/A a-# Product Model, Nuarposew Nam, Pwcn Dsranali, HVHZ outside w4z Radatt 3 3- FLAMCO ".ct:RV 10 RidguiVelt8quat: Aluminum Ridge Vents for pitched rests fabricated QJ3112024 No Yes No WA Door Wth or wthout 1 9#39:2 Sdelite(a) (InewingfOUtswing; X. OX XO or OXO configurations) 2 TAMKO Rod (NON-HVHZ) limadetions, Roolunded2yol-te lot Lee M FBC ricn-HVI42 06129om No Yce MIA N)A 1 TAMCO Flat Top Off-Ridg. Varit With Snta fr ne 26 ga. stalls rpoi'ventiletor *11i Ilaffle OW0012026 Y. Yea WA N/A 0.025r junedlodons. 2 TAMCO GoiceanociVent 3 TAMCO Off-Ricsic Roof Visor %dth Battle 26 ge. 00109/2026 No 26 g.. static roei'venriflater �vffn integrated battle 09*912026 Yes, as Y. N/A MIA M1A 4 TAMCO Round Top Off -Ridge Vent %,Ath Bahia for Tile 26 ga. .M battle, 09/0&2026 Yea Y. MIA N/A Florida Department of Business and Professional Regulation Florida Departgranit of Busirt Professional Regulation Ng. I of I Florida Department of Business& Professional Regulation Pagel as Florida Department of Business & Professional Regulation page i of 1 Building Codes and Standards 117=21 Building Codes and Standards 117?2D21 Building Codes and Standards U25022 Building Codes and Standards Product Approval Application Detail 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail code Iftillt, Data Ded. we Code Sol Date Data net, code Entity o Data Data Date Pending Data FL#52SO-R31 Tvm Version """o'cu"' Rs,i,in 2020 L-do. ciallnuot Sr-m_ & U-a. Validated ev Validated sles1thed Katrina Jdlay James L Bucknor. P.E. Steven M. Una, PE i 112312020 1 U2312020 FIRCA-urnal Approved Mt,, llr�l)n(321) ing FBC App, T­ W-lon Mumufturor Revision 2)20 B-1 Roofing Cooled E,,i,- 9 Li,- Validted Dv Validated subitted And- R.Un UsPIVO Unit- Evalu.b. Gary VV. Walker 1 IJ03)2020 i 12J2020 FifiCA-4 Ao-u,d slat"s 11ID512020 Apordived T_- Version Manufactu R-chnin 202D Global Protection Products; LLC. cortaot Enoikee, & License Validated! By Validated submitted F13C Approval Approved Status -nrn Roblosurin Walt.rA. Tilt J,, P E John W. Kneetavlan. PE 0Q10Bf2G2O 091136=0 1=112020 12M512020 Approved (D code =V-21 Date Date Data Date Status cast-g-ey: Ricoing (501) 983�616a PE-31242 (717)317-8454 Category: Feeling (801)380-6091 SeIde, LLO. (205) 854-0160 Category- Shutters (954) 889-7545 PF-44187 (954) 772-6224 Version Manufacturer Contact Revision 2020 POLYGLASS iJSA MauryAlpert, In Validated Submitted Pendin _gin ear & Validated By Allproved Approved License John W 1 WSQ020 1012212020 FBC 12/1512020 Integral Partofthe RoofilgSystern C..pli--M.th.d:E-I..tnnRap���. subcategory- RocAng-nies roantellarica retained: PMuhini Reprt from Evaluation Eity SubCategory: Sbrm Panels Compliance Misthd,d� Evaluation Report from a Florida Registered Architect Licensed Florida firmnoblosolnualgopearitcom Category: Roofing S9542331330S�lpert@polyglass-com ROW Nemirlen Knezevich, PE ywmyl Florida RelisteredArchitectorts LicersedFlorida. prduct or a Professional Engineer Subcategory: Underlayments PE-59166 (954) 772-6224 1110112020 Frorearitiprial Engineer FU171602-1011 products FL#734SM2 Prodtis Qualty Assurisict. Awrove<1 for Ulge Amroyall for Use Disilim FL*6W"S ProdUcts Compliance Method: Use Approved for Use Impact -9-0 Prod-t Model- N-b, or Me- Produtat Ussuaduthsal outreset Eialination, Data J., HVHZ Profile, Outside HVKZ preanatios Quality Assurannis ApprovedforUse Am:mp�dflsrUs* Impact Deakin Evaluation Reportfrom 11111 Wool- Model- M-locir or Memo Othattly Assurance Approvirdfor Contract Excifirettion Data I, HVHZ 2wm Outside HVHZ larnalsons 1 G G.-y- Snake taeCountry sea, Split Old English Thatch &..p; Impact Flat Denver, CO 12/31M20 No Yea MIA NJA Sao "I Product Model, Numberor Nome 1 20 Gage Galvanized Steel Storm PwlslHVHZ Product Description Contract Expiration 0 in HVHZ Outside HVMlZ Resistant Pre -re Corrugated GaNanized Steel Storm Pardials. retained 1213112022 yes Yes Yea NtA a Florida Registered I Deck-Airl DA-4 TRI-B.ilt D.dk-Air QA­4 Lov Profile, P.1hipopylaite Realm R..fV.1 1211012025 No Yes No -97.W,97-5 17 Scoy 600 -Slta. Snake &ismp: Sod Shake F1tPrcfiIo-SI.ckt.n CA 12131t2020 No yet NtA N)A or not by tracks to provide hurricane protection. Architect or a Licensed MechanicaryAttleched to Plyaced NtM Ill S­yBOG - Slide. Split Stake 19 S. cry 70D - take, Slaits &... p: Split Sh.k. Fiat Prfil. - Rialto, CA i 2131,2020 No Flet Pno,111. - Stockton CA 1213112020 No Yes Yea MIA WA MIA MIA 2 24 Gage Galvanized Steal Stomn Pn.WNHVHZ Corrugated Galvanized St"I StDrm Panels retained 12131 t2O22 No Y". Yea NIA or not by tracks to provide hurildane, protection. Florida Professional Engineer 2D SationyTO(I-Shake, SlateAurrip; Split Shake 2T Telss Espim. f Flat Profile - Field, CA 12131=20 No High Prolle � Katy, TX 12012020 No Yea Yea NrA MIA N [A MfA FL#52&%RB1 Products 25 Vll. LowProlue - Katy, TX 12131,Q020 Yea NfA NJA Quallity, Assuranc. ftproved for Use &TEgInil f2r Use Lmpa ct Dasia seol# Product Model, Numl -Nom Product Description Contract E?pirsjon In HVHZ Clutside 14 Resistant Pressure U) Date Polyglass Roof Undeftyments Roofing undderlayments 11)[21M22 No Yes NIA -NIAI-622.5 1 Polyglass Roof Underlaymerits (HVHZ) Folliglass rool' underlayments for use In 1`13012F=23 Yes No N/A N/A HIVHZjuirsdictions. > Polyglass Root Unclerlayntents (non-HVH4 Poll rocif underlayments, fair use in 12i2Y2023 No Yes FBC ndm-HVHZ jurisdictions. NIA -WAf-M.5 0 1 Polyglass Roof Underlaymerits (HVHZ) Poll ss roof unceraymentsfor use in FBOUJ2�V21123 Yes No NIA MA Florida Department of Business& Professional Regulation par I of 1 Florida Department of Business & Professional Regulation Nos t H Florida [)apartment of Business & Professional Regulation P.01 art L_ HIVHZ Building Codes and Standards Building Codes and Standards Building Codes and Standards iF, MI > CDL 2 Pol�glass Roof Underlayments (non-HVHZ) Polygiass roof underlaymerts, for use In I M3QC23 No ye, FED non-HVHZ juri sclictons. NIA -WAI-Q22,5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail o- 1 Polyglass Roof Underfayrri (HVHZ) Poll roof underlaymentsfor use in F13012`2Y2023 Yes No HVHZ NIA NIA 0 IBM, 2 Polyglass Roof Underlayments (riw-HVHZ) Polyglass roof undertayments, for use in 12`2MG23 No Yes NIA -NIAI-622,5 code entity. P.Ma Pat- Date Paneling Data cod. grAlly Date 292 Paitikindinut 211t F8C rmn-HVHZjunSdictione. Type version Manufacturer contct rnolnear & Lice"" Validated Validated Submitted FOCApproval Approved status TV- Y ,filreign Mansilrectureur Curdled Litaskjoil y.firutied 5v Validat Submitted Fac Arsentylal A-,d sthaos code T-se Nesindor Manufacturer MANY 0 gave Dat" cust. Isendirso Dedis Conrad End,,- A, Ll,,, "hurled air VI)dei,d sbift.0 FBC A,,Il A-roroad status I PoJyglass Roof Underlayments �HVHZ) Polyglass roof underlayments for use in F8012`2312023 Yes No NJA NIA Revision 2020 All American Shutters and Glass Mike Barbiari Frank L. Ben-rdo: P. E Too Bishop. P.E. 1012W020 1011512020 11106/2020 1211512020 Apilf-ed Revision 2020 Alpine Stuart ICC Evaluation LLC William M. Renled, RE 10r3V2020 012212021) '[14512020 11012020 Approved Rvision 2020 Carrinno,cal Concrete Pr.dud.In,, Robert oftis Samuel Ar Orasinbe J.hn Hoy 1211612020 12flGM20 12r,912020 dirg FBG Appo 2 Polyglass Roof Undertayments �non-HVHZ) HVHZ jurisdidions. Poll rW underayments, for use In 12123V2023 No Yes NJA -NW-022.5 Category: Shutters Subcategory: Storm Panels (561) 712.9a82 PE-0046549 (95y) 947-4MBO rinikebCaflannefloanshuthe Category: Structural Components Subcategory: T.... Rules (321) 710-3377 (40) 681-1917 Clogefy: Structure Cconconiints Subcategory: Products Introd-d! as a Result of S) e5ii-5707 PE-t,4241 �= 508-5311 FBC non-HVIHIZjurisdictions. Compliance MethoC Evaluation Report froma Florid. Rg totaled Aniihitect or a Licensed Florida rs.00m Complianare, Makhod. Evaluation Report *bm a Proci,et Entity N - Technology Method: CYaluation Piolf-ei-al Engineer compliance Report from a Folios Licensed Florida FL01 Talpi-n Products Qu.31YA.-anca Approved for Uses Approvedf-U.. hoped 0,10, FW774.1t6laroduc S.q it Pred uct Model, Numbeen or Man a Qualittr Asisturainc AutaraveelforUsus ApprowdforUse Impact Desion lord.cit [).script!- Contract Etiolourtiolin Date in HVHZ Cortalft HVHZ Resslam Pressure sea 0 Product Model, Number or M me 1 ITW DCG/Alifin� iherStrength iH llarop: a) Preducs Description Contracrifittrossithin Date In HVHZ Metal Connector Plate 12(31/2024 Y. Oulsidus H"Q Yee Resistant Piatessure MIA MIA Quality Usurande A-,,df-U- Approved for Use Im ... t 00RIC 1 24ga Galvanized Steel Sperm Panels 24ga Galvanized Steel Storm Panels 12/3112022 ye. Yea Y.S N/A 2 ITVV BOG/Alpine Midge Plate Metal Connector Plate 12131n024 Yea Yes MIA MIA 8-4 a Product Model, Number orilialit Product Dericrodor Convairt Pat, In HVHZ "at* H Resistant pressure < 3 ITW BCOftI.6 TNIox 4 ITW 13CO/Alon. Wave Metal Connector Rate 12J3112024 Yea Metal Connector Plate 12131f2024 Y. Yea Yes MIA MIA MIA MIA 1 Quality Precast or Carnrinarchal Concret, Products Procast and Prestresead Concrete Letals 05125Y2024 N. Us MIA MIA M Florida Department of Business Professional Regulation Codes and Standards Paget all Florida Department of Business & Professional Regulation Building Codes and Standards Pass I &I W14=21 Florda Departmem: of Business & Professional Regulation Building Codes and Standards FeesBuilding --C) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code Efit, Des. Us Us sending 9212. 223111 5*tv A-1111 Data Dala Pce- & cod- MrAlty 299 Date Date,pendim W Yersion Contact Vlidated Dar vidiobled I'MIC Anturoval Ancrovad Tvpe Version Manufacturer Contact 11noreor License viefulated By Validated soloodine FEC Approval As proved Status TV". Vessi manottict. Contact iiohnear & us-, Validtd Dv vll"d 61inniftd f5C Aeginqual A,,,,d st-this' => Ravaion 2020 MiTok Inc. Catilgi-F. Structural Cormoccents, Edit Waldn ICC Rvaluatiorn U-1ce, LLC ICQ Evaluation 08,111M21 (952)6�0635 LLC. UUIQaG21 (JEA212021 Approved ReAson 2020 Uagiy; Components GuIsCallegury; Engineered Rb B.ld*n IOC Sar,ic�e. LLC Ian Lsh,.,, P.E. 07JO212021 10113=20 (253l 924-6479 (308) 839-3288 Reart.13.1d,vin @­yarhii 0210=021 Apipfc,od Alff-sion 20M Aphas Aluminum Inc, Category: Panel Welts Joe ah. Luls R. Lomas Steven M, -)rich. RE 1 1A 51=0 1 1/11112020 i4071 509�200B PE-02514 (7171317-8454 Iln(312020 Approved < UtilbCategmy: To,es Rates C omplianc a Method: Eva] uati on Report from a (205) 59MBOD Lumber Complisens. Method; E,.I..ti on Recent focun sbcategory: Soffits, Z Prdd.�t atity Product E�Iuation FAtty complice Method; Evaluation Report from Florida Registered Architect or a Licar- Florida O.- Z C"Uni AstAirance Arcur-diNnU.s Approved for Use Impact Deelyin prorclucts Quality Ainummes Alsor .. a for Aisorovati her Us, Image antial rLilpl < 40a Procimi Model. Number or Was Product Description contact Expiration Dat. In HVKZ Outside HVIHI Iteskeratit Pressure S-09 larrduct Model. Numbierts, Name Product Description contract Eylalrallm Date in HVHZ Oultilde HVH Rsaugert Pressure Causlity Assurance Approved for Use Approved for Use frinvact De.lars I M18AH5 16 gil. high inarath plate 1213V2022 yas Yes N(A NIA 1 Misr.11em LVL Laminated Veneer Lumber 0313it2on No yus N(A WA a-- Product Model, Number or Name Product Dissertation In HVHZ Oukida HVHZ Rnistand jeressiude 2 M188HS 1 8 ga. super high strength truss connector plate 12131,2022 Yes yas MIA MIA 2 Panalhirn PSL 3 71mbiii-Stland LSIL Pnelist Sharp Lonotar 03nl(2025 No Laminated strand Lumber 03131M23 No Yes NtA NfA Yes NIA MIA 1 Alpha Aluminum Ocild &anip: VitiseclAtUrninuM Sulffitt Alpha Aluminum said 6.amp: VeDIMUMIntne 3713=023 No Y. No N/A 4 Mil 16 MT18HS 16 ge, trues 1213112022 18 g.. high strength Inu. plate 12/31QD22 Yes yea Y.s Yes MIA N [A MIA NJA 4 TJ Rim Board Structural Composite Lumber Orierted Strand 03131,2073 N. Yes H (A PDA CMUa.mp;W..d sci CMU Ump; Wood SHEET NO. 5 MT20HS 20.9a. high strength truss plate i 2131i2022 Yea Yes MIA N;A board Film ften! 5 Weyerhaeuser Rim Board Oriented stomp Board Rim Board 03131(2023 No N (A WA 6 TLIB. MT18 ia gs. ". I MI =22 Yea Yes MIA N)A 7 T1.20, MT20 20 ga. lives plat., 12131,20122 Yale ya, MIA NJA August 10, 2022 PA 1.1 1-1 I I ErFI F_ T__TIFTIT i I _11- -1 I I I T 1. I r--F--T -i, I I F-!T7 1 ii I I - I- N Florida Deparunerrt of Business & Professional Regulation P.sa1 a 2 Florida Department of Business & Professional Regulation Pag.1 al Florida Deparhnent of Business & Professional Regulation Peas 1 a 1 Florida Departmerltof Business & Professional Regulation Pool all CAI Busting Codes and standards en 22g22 Building Codes and standards anW2ms Building Codes and Standards ena202� Building Codes and Standards eny2122 (2) fd Product Approval Application Detail Pro" Approval ApplicAtipn DOW Product Approval Application Detail Product Approval Application Datail � O � �_.",�..��.,�,',�'�r�mYS'".�,.. > �; �a ��'� °x ~, �'� �x ���T+ _. :,.-..r_�.t ... :. ,. w: . Q O L �� CRhb or Dip, � Dab Pan3Rb pgZ ig,5i EOby� lam. OyLb, D■b Paoli Rb �@ €Jr,�tY,9[ A�13. �4 DNalPlind 4.� Datswarma �Q! �OphL,4[ Q1l! P!a!; pit: �y NMI Wnlae Msmbotumr Cemaat Ewdr.raucomayaiwefed err II tr ua bmiMW FSCApprovai Aoprored 9"00 im bbmfaR Metabolite cardso leadmert beams %%IMNod Br VxNpkd aubmHbd. FHCAdoravel Aliftanvill owe Bass. lillimill" Maookstuty Coast Endnnr6tieerok ValidtilWar WIIpNMA t�¢, FBCAger"of AP@M!W a 1 a 1Ynkw Mm"footunr COOP aRyMar e,uwra Yalmlad volloOP4 asihnJH■d FMCAowwd Aparitivid 0"0 Affirmation 2020 Polk Comoredon Joe Hayden Sand* Wlmdor and Door James L 8udkner, P.S. a 07114f20M OW142020 074=2020 Approu" Asirmawn 2020 Polk Comors66n JOS Hoyden S@ndl Window and Door T:E. W nn, PE, LLC 07MV2020 OT11NZC20 OF12212020 Approved AfrmaBrn 2020 Polk Corporation Joe Hayden Sandi WlMoward floor James L BUdmor, P_E- O7l74(Z020 OV14r2020 (77l21=13 Approved Affirmation 2020 Pole CorpOmUon Joe Hoyden Sondl Wsnen a0merer T.E. Wnn, PE, LLC 07M,1=20 0771412020 07122M= Approved . Colseost wmaoae Robinpn ManukotWarAsesoMlon CHUCK Englisadrig Caereorf-Wrdws Robinson MsnubcWwAsweason (551)52541455 coNeory: Wmems Poolroom MenukdalrerAssopktlon CHUCK Engineering eafoaory.wndis" Robinson PE-44135 (661)62"455 v, 8.14"ar.. Bogle Muria (a11)0214MO (661)4i1.9927 aabCab9arr. Slagle Hung Mill)6214MO aubCala9arle Flmd (641)121-WE (561)411 000"ory: Food (641)921 A059 re[ (� Compliance, Mdlrs: Co.0 on Mara or Uspno pellaProdUokPPro•aNDpe Cogoeso Mothod: CertlDoolion Mark or Ustbg mp pssap•oduokpprowe" OamPlfrwe Metal: Cordlpaon Mork or UsS� pellaproduotppprovel�pe Ilwoom 00"0000 YMNell:Evalussom Report Noma pNlaprodudspprovrdape Florida Registered Lbensed Florida Ile,00m ;; � Ileaom Ilaoom - Architect or a Professional Engineer �./ /1 - -: Fl]MaY.F' Ind Nulbab yj � O •i FD8182 s," pmirte - _O L- Praeger Med■1. Number ar Nor GiniftAxweromoo Prodmt Derrieeot Caermer E.ahrtisn Una Aeaosad Far use Approved for use in MVHZ Cuw b Hum bow f"alsm D�1a Rissmgp Pooled YedsL Number 2 MHWAY ilg>�amcasa Pmduse Oerdmim Costae! Effinklen Deg in H4141 Amrerd live Ur culaws lmod amm patift Press" wu J11111a Produd Malal. Nuebrr at Nara .Gaa86tAatrapatt Atel'mrd.hLtlaa Aaa�r In HYNL i U- lanai !� Protests - QM An Acme ivd row Oas Approved veer UN raw O 0L O ,�a,jt Mal erNam ,��g( aa"i $ Preduet Yadal. Number Rrodplt 0aasdption Coatrom F-oliy Nw Dots in Hw CuMida Peoplest � 1 s 1 aenm 100 High Perrommrie8mgto Hung May! Single Hung Wholar(4T.72') 06t17r1027 No Yes Me +sw-w 1 Pass lO Bork. Singe. Hung Window 3V x Wr Vinyl Nbnlole angle Hums WMow 00,122i2022 No yes No +40V-10 1 2 Sark iora Vw nwW Mrgow(gP X 7e9 0711512C22 No Yin No +25,23 eralar aura O Li. � 2 Series 1CM Hdh Performance 0rig Is Hung )Any! High Parlormance 8ingb Hung Tvrin 06f21f2027 ND Yes No +50"M 2 Pella 10 Series angle Hung W mdw Se x97 Vinyl Non•Impaci angle Hung Widow 0700902022 No Yes No +4&•45 Samos lam 1atls food WrxlOw (108'x64') 07ft5f2022 eta Yes No +26-20 1 105eries Flamp Flied 10 Berle. 112'Fbmge Fixed Windoe, OW1102031 Yea Yes No Ni •0 d•r� � V 3 Corrposhr (72-x619 i2') a Rase 10 Slid" Single Muria Wmdw 54' .Or Vinyl Non-IRpad Shale Fong Who" MONO" No Yea N) +501-50 Me +SW-00 8 Sands lam 41rp4 Flrmd Wegow 1g0' x 60') DTIIM029 NO Yp No +6N-W O � 4- Sense 10)2081rgle Hung Mm)I Single Hung Triple Comfosil(1pg•a72`). 0&1Df2027 No Yes MD +4g40 4 4 pass lO Series Single Hung window 4r x7r Vmyl Non-mpect Single Hung Widow DTMW2022 No Yes Yea +.5aw,ga '^ O T�/� Sarles 1W20Single HurH lnrryl single Hung TdPle.CompmX■(1or c Ss.s.) 06f2312027 No yes N) +351.35 a Pose 10 Series 91mgk Hung Window 36"x Or Mnyl NorMmpsat Single Hung Window OW202CI22 No Ni - •v, L- O 5 8erIm10120airgle Rung Any Single Xuna Turin CompoeDa(ge.8•x 58.5') D&I30027 No Yap fey +35A35 6 Para 10.8rW angM Hung Wndw 35'x73'Vlrryl Norfmlpeet Single Hung Whdow 07"Ma 022 No Yes No +000LW 0"MI Aaaravad for Us, Aaarovad for Ur ]a" a) 6 awNo 10f20 single Hung Mall Slrlgle Hung limn Composts ("Ix Si 11&esi No Y. Nil +35b35 7 Pass 10 awl" single Muria Window 62•iB'x60'vinyl Nol•ImpadBbgle Hung Wlndoa 1Vl7f202a No Vr No +OWeO Aar Predate Mad■I.Number or gyp r CoarrtExpOslkn Deb In NVMi OuuYS HVNI Mgt -4§do ��, +J /1 CL 7 S $roles 1W2081rgie Hutg $slat 10R081rg1@HUrg M"146ine Hung Turps, Compereea(low XWV) 05,rlw2C27 Mryl Bhgle HUrg Windom (4r:T2`) D&1712027 No Nor Yes Yin N) Pb +whom +35F30 FtC19a6a 95 Pmirb 1 Some 10120 Vpyi Next wnd-[Wx7r) 0705f27J4 NO yes No •(%� U) V/ `� 0- 9 Her" No$Irgle Hung Meryl SIngl@HUmg W1ndw(4r x�•irt) OW1302027 No Yes No �3EW35 - - �. : _ 2 Series 1070 Mrgn seed wndw(ib6• x 64') No Yea No +2'JI.26 ICU� 90 8enes1012081rg1@Hurg 1A 119riple Hung WhWowl36'a5g•1rl) 06f79f2027 ND Yes Nor +3&36 j41MIID[BWpON AaserM for u■. Aaerareltr ur lm000t l>vlm S Swlea 10n2C Wes MfyA Fixed WlNbvY (80'xE09 W402024 07115f2024 No Yea. No +SW-5g' � ^ i.i - 11 ffi� Prodnrl Model. Number a, News, PnWuetDerddim Comma RxeiNltsu Date in xVHx Cutaida HVH1 ge1� Prraum . 12 8wle.1(72b Randle Hurd Samsg 10I2D Sandie Hurd MrOA ebgls Hung Wlndw(46'x 84") W1711027 Mryl Slrgls Hum: Windw Rr x7T) 06flsI No No Yee. yes ab No 135f.15 +wi-36 1 Polo lO Series Single Hung Window 38' x 97 Mnyl Nenlmpaot Single Hung Whom CNIN2023 No Yin No +4M40 13 Ssnm 1W20 single Hung '.WBlrgle Hung Tv71n Comppslk(72'x53X) 06030027 ND vs$ No +361-96 2 Pena lO Series single Hung UBndw 64` x 97 Mmyl Nonmpeat Single" Window 05MV12023 No Yes No +4ar-45 14 eemm 100 single Hung Nail single Hung 7Wn ComposNoillas,x88-6n Owing" NO Yin No +3a•35 a Pella lO Serlm Single Hung Wind" 54' x or Vinyl Ndnmind Single l'kmg Window ow"023 No Yes N2 +50(-60 15 SMm 10=81nig Hung VNryl single Hung lWln COmptxae(g6.8'x7r) WnI7f2027 ND Yes Ml +36h99 4 Peyalg8erkaaingb Hung Wndw 38'xST MnYI Non.Impact Bangle HWng Window (OW02023 No Yes No +55v,% 1s 8mles 1012081ngle Hurg Mnyf sUgle HUnglWln Cgmptsea(72'.72) 0&1&2027 No Yes No +40(410 5 Pella 1088rks single XUng Wntlow 62+If8`x60`Mnyl Not•Impad $legs HogWindow 1W1712029 NO Vr No +salsa 17 aeries 10R0$IngJOIN ung Vinyl Filed With Single Hung Flankets(10S x72') 1010&=l MD Yes No +3QIM FtAH1266R13'Preduste - - 29*kA9M8'f= Agra alaulai Aft -if for 1m o gfrMg AaE Praluer Model. Number arNlnm ►rodau Ds■edaim caerrrtiveir,tsago in Outsldg HVIN RJtIW51 Peaara 1 IMaemee orThemnskr or Encompass orAvoi No W1yl NO Perbmwmue 8Imp Hung W x7T) 0&171202T No Yes No +60.s0. PeAOrtnance single 14Urg 2 1M sense awThonnaskrm Encompass arA-1 High Vbyl Mgb Padarmomw single Hung Twin OW10027 NO Yee No +5011 Performanos single Muria CgtrgWlor (f2' x661r2,) a 150a" orThermaskror Eneempses orAvan68Imp VW 8Ing10 Hung TM Vo C-0ape68@(1OV x72') 06f16f2C27 No yes No +4W-40 4 H,eg 4 1 M Series orThermasteror Encompass orRYand 6ingle VW Birgit Hung Triple C-poolo (1 Or . S&F) =230027 No Yr No 3" FIUg Florida Department of Business & Professional Regulation atta l al Florlde Departrnera of Bulinesa & Professional Regulation Pena 1011 Florida Departrnent of Business & Professional Regulation P201 erg Building Codes and Standards 91101=2 Building Codes and standards en6ra2: Building Codes and Standards ena2na Product Approve( Application Detail Product Approval App4loalion Detail Product Approval Applf 44w Detail � r� .x-.,:a .. ... - Zv x .. x.. a - _ Y, � r. _ �_ .�- K ....-.,. � <.,, a;_: ,.,.._,.,.. �.5.__ ��..,._ �_.�v,.__„ _,.., �.,, _�.,, __,-��...3,��<�..»F`. -�eu"� .,�....h��Te�.,, ..-..0 w-'a^'�._•c'�43�.xx�-_w- _�:_e,'_,s_�.'�-. _ � _:�L,_..1,,�. ..X,=�,_- ___"_` , t ice," - _.. 'A.- _ -.. . Mr , � �. _, • �'i '�'� .. ...� �r.�'f�.'x�'�*-.� _e; -.-.t .«1 .cam .. a.,a-"�''E,. _s..h.ses.: - g4 Emibsr Doi Oft Dab P,,daa g!g Gytl. BoUlifor 20 oft Dab P■mano 4lI4. cab E.. ¢di no Dole Filed Qagr Trail, Wnsio. 110"llicume Carta E-d"W&Lbems VSIM*ad eve Wamtsd 8.1"Atle FOCAaravar ApefOr.tl $Ob�yq Tag Vjyk)D Mambaumr fig; Eedm■ra Use WUdNW By d FSCAemvray AnotgrAd alleges Tjda Wrap IsaaukMure Cengg Emomara liens wwood Volldi au rilbtl FMCAtaovsl MerevW Ararat.. 27.3 Pole Corporation Joe Hayden sends WIMowand Door James L Hudmar, P.E. a 0771412CZ 07114/2020 OU2012020 Approved Aerme60n 20Z Pale Corpo"A" Jar Hayden Sand Wenen W. edtaeler, P.E T.E. Won, PE, Li 07r14f2020 0711412020 07120f2020 AppnoW Aarnwjbn 20M Polo Cmporwon Joe Hayden earl WIMwaM DW James L eudmer, P.E a 0TM412020 07114/2020 07120/2020 Approed Ca/seotp. WndwB Rpbmapn ManuGe6WlerAssaGatipn 'BUCK Engineering Call. Robinson PE-44136 (501)626.6456 04"HimF E4&br moos Robinson MsnublauerAssoolaCon CHUCK Engrnndmg 8u11vC.Igarr: 111.1-tail Hider (641)821 Bow (581)4914927 aubCm%gry. Hbrmrdd slider (541)MI45= SubColegry'. along Exei Door Assemblies (641)MI-Bo6 (661)421.0827 ComPliamo Yerle.d- Certification Mork or usting pelleprodW.depproral@ore Co mplisws Ndhal: E Musson Report from ptbprodrstuPProMape Gawposnpa Isdba l: Gametes- Mork. Ustmg Pa2spodueli ppromal®p , Ile -con Flomda RogloNmd Arohliect Or a 1-10ermsad Fk2rm lade. Ik.Oom RlYlflaiJO _ PneauMe. Fj�(2a71.R4Pklduate Rlpipglonsl Engines (FUPg84aJt14'bmdmte ApaavM veer ur gatin AN" Prodn.x Model. Number wNor Prodrs D.rddlm Cadlaet Outs g�g1 Praisedgaualll►Assrarlee Aoaeved For Ufa A"awad list UM Idppg Ow, �gE Padu.t Model. Numb■r or Name P4atuM Dardptim in Mw outsAa Y IAOIMM Pleasant 1- Swiss 1C920 Sidra Window Vinyl eluting Window(Cx of )W, 73.1rC x80') 0012712023 No Yee No +3" Jr Pmdud Made], Numbs or Nrr Pfodml0ordpllan CodrintExalmollea Date In IIVHZ Cu%W. H ftww�m Prreum 9 Be- 102IN25 aid Ing Glass Door Vial24rpnel roX'ElWrp Glass Dw(Or x W) 110=1 No. Yes No +26125 2 Swim 10120811dIng Window Mryl aligns UWndw(Cx or YO, 73-0f2• x 3r) 03MV2023 No yea NO +W ns 1 Homes lO SOding Window Sams 10 Mail Ranged Sb6ng Windows 061M061 No Yea No NIA 2 series 1WOMS Holding GIs" Door Nrryl Slrgle Penal Flodl T"Door(akdeft 34-45N5• ON2802022 Nor Yin No +35LU 3 Sadm1G2081Idmg WInd_ Vbyl:l1 ingWind-10rx60') OW712023 No Yes No +3gl .81-112•) 4 ae1q IQ=91Idng Window Vinyl sllding Wmdw(7GCx,10rx38y 0312702023 No V. No +361L,39 3 series 10r20f258111 Glass Door Wy124Ynel'CX'.8lpring Gksopppr l7Txp2'). 1000302021 No Yes No +3W i9 4 SedeslQ%M58WIng43*M0oor 86-if2� UY2si No Yes Me +231.25 .. - OwUtrAile Amomaim a W Use AsoroveA for U.a k- Dosisw any Pralr4 Nand. Numb, err Nrm Aid dDnpdidi GedmekEadrdbw Di. in XYXi outside XVX1 Mgt 1 seres lad or EloomPow O Awrm sh" Gees Ooar Wry! 2iknel •Cx• eld rs Glass Dw (W1Ir x 011,12442031 No Yes No +251.25 2 8er1- 130 or ElrmrnpW mAv all elWhs Gies Dom Mmy!abgle Pam] Fsold 'C' Door(8kkllre, 35.12-x 02MM032 fee Yes No +404) al -la.) s Sense 180 or Errs P- orAwn6$uding GI%-DDm Mnyy 2Fanol •Olt• Sliding GIs 0-, C7T x821 CU&2022 ND yes No+3&.36 4 8w]es 1W or Eroompase orAvan0810V Glass Door Mnyl6ingle Panel FInd -C' Dow(6ellte; 47-1£x 0211612W2 No Yin N. +251-25 4MVatAulsrave Atoroof fill Lit, Atarowi for um WAN gMl,& F Prodrrl YpdN.NunbrerNsma CamneeElrekrtge a cote iDI:d191E oulowis MwE a9SIMMt Palms" 1 Sam" 180 or Endimpms orAvandSllplrrg GlassDOWv7 Msyl 24WO1•Cx' oldrg OMM Door (96610 K 02412081 No Yes eta +2525 LJJ 2 I Gb-Door 'Any! 0211&2032 NO Vag No +40140 Moms or ENcmpass orAaina81hare Single Paml F)yd U'l)-g5ltldllk, 3S112'x IM Q" a S$Mull0orFMMPMOrAusns.Rikling GlMnoor el.liw) Meryl 24ranel nOX'MWlrs gme Depr(!2"z52•) 06f24/= No yes No +35,36 S'"7 'Co C."I 4 Bwbml60or E=mpmorArna&WBVGam Door Mry1NIrel.Panel Fkad-C-O r(SkWlb,47.1R'x 02f1OOM No yes Nor +261W LL- � y,• � 95.1(2� Q7 W u� 4 3C F 39 R 6e N .S.R 1.1 Sy 1w O G] 7•+ = ,= SO p LL 45 I_ v® Z� Co O Lave CL o Q SI... U O L U) ICU V m CL O CC CC W z J z J Cl- SHEET NO. August 10, 2022 PA 10 2 _6- N O U FF5 O Simpson Strong -Tie 2020 FBC Approved Products Updated 12,30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated,2rs07z020 Sim son Strop Tie 2020 FBC Approved Products p g- pp Updated Simpson Strong -Tie 2020 FBC Approved Products updated 12r307z020 O , - For direct links to all SST approvals listed below, CLICK HERE. i , ._ For direct Inks to all SST approvals listed belovd, CLICK HERE. For direct finks to ail SST approvals fisted below, CLICK HERE For direct links to all SST approvals listed below, CLICK HERE. C� For additional Information regarding Flvritla's Statewide Product Approval System and Mlantl-node County e9.... 9 PP Ys Y Notice a Acceptance (NOA ,CLICK HERE. p) For additional information regarding Flalda's Statewide Product Approval System and N6aml=Dade'County 9 9 Notice a Acveptance.(hJOA), CLJCK HERE, >; For additional regarding aRP Ys a County information r rtli Florida's Statewide Producto rival System 91r0 Miami -Dad Coup. P Notice of Acceptance NOA CLICK HE .E. p.... @ ( )• n FaaddRlonal Infor axonI Statewide Prm e System Information regarding F altla's St [ewld Product Approval 5.. [e and Mland-Dad Count e Acceptance h4 C HER Node a t e J A . LACK E Y p ( ) . FL#2355-R7 FL#10446-R6 FL#10456-115 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3 V U) 9116" and heights ranging from 4.5116" toll". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Descrintion Sec # Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or O Q 1 Masonry (TTN-SS} Titan Stainless Steel Concrete a Mason Screw 1/4"diameter Titan stainless masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 6f, 8T6, 8TH 8rickTies greater than 3-9/16' C - O L L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- C i- C 3: 3 AP844, APB44R, APVB66, APB66R, APB88, APB88R, APB7010, AP61 DI OR, APV644, Outdoor Accents Post Bases 3 CS14. CS16, C518, C520, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16". c O U_ _ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101DR 4 CSHPIS, CSHP20 Coiled Straps 13 1-01,13.25SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers (� O - C6 4 APDJT2-4, APDJF2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers 1 -0 O Sea # Product Model. Number or Name Product Description APVDJ72R-6 6 DSP, SSP, TSP Shad to Plate be 15 LUC267, LUC2102 Face -mount hangers . _ E O L 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 HI, HI OA, H2,5A, H3, H6, HU. H16, H16S, HIG-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- U) a) L 2 SD9112, SD9212, SDI0112, SDI0212 Strong -Drive SD Connector Screw 6 API-4, APL6, APT4. APT6, APVL4, APVL6; APVT4, APVTB Outdoor Accents Land TBeam-to-Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 518" and heights ranging from 3" to 10-1 SA6". . _ (n O 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63,SDS, MGU5.25 SDS, MGU5.50-SDS, MGU5.e2-SD5, MGU7.00-SDS Face -mount hangers 4. SDCF22434. SDGF22512, SDCF22614, SDCF2270Q SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.,5, HSS2.2-SDS3, HSS2.3-SDS3, HS54-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5- ,� ,� U) Q SDCF221134, SDCF221334 SDCF271958, SDCF272358 9 CBT2Z; CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15116" to 19-112"• 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber=CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTG7 Concealed Joist Ties 12 HTS16, HTS20. HTS24; HTS28, HTS30, HTS30C Heavy Toast Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS0I6KTZ, HTS020KTZ Heavy Twist Strap 20 SUR SUL.. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9118" and heights ranging from 3-1116" to 1334'. 7 SDS25112; SD525134, SDS25200, SDS25212, SD825300, SD525312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12. LSTA16, LSTAI 8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500; SDS25500, SDS25800 14 FWANZ Foundation Well Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SD625112SS, SUS2520OSS, SDS25212S5, SDS25300SS; SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SDWF2716, SDVVF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2:5T, H8, H1 CA-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTSI8, LTS20 Light Twist Strap 6" and heights ranging from 2518" to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MS727, MST37, M1ST48, MST60, MST72 Straight Straps FLUID007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA1$ MSTA21, MSTA24, MSTA301 MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, LSD, L70, L90 Angles 22 MSTC28, MSTC40, MST052, MSTC66, MSTC78 Straight Straps Sea # Product Model, Numberor Name Product Descrintion 21 LCE4 Post Cap 23 MSTCASB3, MSTC66133 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR5/8, ATR3/4 Threaded Rods 22 L530, L550, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUDS, ATUD8-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MT818, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 13P316-2, SP112, BP112-3. BP5/8-2, BP518-3, BP3A, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCA2x12-12, NCA2xS-16, NCA2x10-16, NCA2xl2-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW112- CNW518, CNW314, CNW516-112, CNW314-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.57, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW612, RCWB14, Wall Bracing 1/8" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUDS7, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML232, ML24Z, ML282, ML28Z, ML21 CZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4; SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD46, RTUD5, RTUD6, RTUD7, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 513" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLJI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1 /4" to 8- 9 TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115: ST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1l2". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, TB27, TB30, TB36, TB42, TB48; T654, T656; TB6D Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod RunTiedown System 33 RTC227, RTC42; RTC2Z, RTC44 Rigid Tie Connectors 35 7W510, TW612, 7WB14 Wail Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedovm System 34 SrC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown. 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8" 13 URS6 $14" Uplift Rod Run Tiedomm System 35 TJC37, TJC57 Truss Jack Clips 37 W6100, W8106C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-I/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11" to 32'. FL#10441-96 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30", Sea # Product Model, Number or Name Product Description Sea if Prot Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" 1 DTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CBH2.37x5.5, C8H2 37x7 63, C13H2.37x9.75 Concealed hangers and heights ranging from 10-1Z to 28". 2 HDC1014, HDO10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HH0011, HHDO14 Hold-down 2 DS02R-SD83, DSC2L-SDS3, DS05R-SDS3, 0SC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116" and heights 7/8" and heights ranging from 7-112" to 37' 4 HDU2, HDU4., HDU5. HDU8, HDU11; HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to23-15/16". 12 HGLTV series hangers 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 3 HGU3,63-SDS, HGU5.25-SDa. HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGUT. - Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1518" to 7• 9110" and heights ranging from 18" to 26", 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7,00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116' and heights ranging from5-3/8" to 13-1/8". 10 PA118, PA123. PA128. PAI35 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light SlopeablelSkewable U Hanger HHGU9,00-SDS 15 HUTF; HUCTF series hangers Top flange hangers: available in widths ranging from 1-9116" to 5- 11 STHD10, STHD10RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110 Face -mount hangers 112" and heights ranging from 3-7f16"to 15". Concealed flange 12 STHDI4, STHDI 4RJ Strapstyte hold-down ID TC24, TC26, TC28 Truss Clip HHUS7.25110 version (H UCTF) available. for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2.9/16" THAC422, THA426. THA422-2, THA426-2 118" to 5-IIS" and heights ranging from 4-314" to 15-3/4". 15 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81/22, THAl2.0ai22, THAI2.1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-3t8" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and [Xmodelsonly acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-W 6" to 7- � Q sti 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU25, HTU28, HTU210, HTU26-2, HTU4-2, HTU210.2 Face -mount hangers 1/2"and heights ranging from 5.3t8" to 32", d -® 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, 7HJU26-W Multiple Truss Hangers 9 HU. HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- cp 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19•I14". Concealed flange 518" and heights ranging from 9-1/8" to 16", (� p 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC)available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights c R v C: ) 18 VTCR Valley Truss Clip greater than2-9116. ranging from5.3/8"to7.114". - Z m 10 HUCQ1.8119-SDS, HUCQ1.81111-SDS, HUCQ210-2-SDS, HUCQ210,3-SDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9t16" and heights � in cc o SDS,HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2519SDS, HUOQ5.25AISIDS, HUCQ610- ranging from 9-3118" to 13-118". y = ev SDS, HUCQ612-SDS .< cc - N C7 C2 Q U 4n d C E rSJ �+ Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12MQ020 For direct Inks to all SST approvals fisted below, CLICK HERE. For direct finks to all SST approvals fisted beloly, CLICK HER For direct finks to all SST approvals fisted belaw, CLICK HERE. ® . For dkeot finks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-0ade County CL CK HE Notice of Acceptance (NOR}, I RE. Florida's Statewided ci e a e Coup « For additional information regarding. Fla da s Pro u Approval5yst m and Ntarni-Dad County Notice ofAcceptance NOA r .I IC:it HFRF Nohc ( ), TS Fa del"a'wnal information regarding Florida's Statewide Product Approval Lem and Mami-Dada Gaunt a n eg _g APP System Notice of Acca Lance NOA CLICK HERE. y P f }, For additional information regarding Florida'sStatewide Product Approval System and Miami-0Dade Count d9 9 PPys Ll HE Notice of Acceptance NOA , G CK RE, Y P ( 7 21 LS series hangers Top flange hangers available in width of 1-9/16'and heights FLIP! 146a-R5 18 S1LSV1 56, SILBVI.81, VLBY2.06, S/LBV2.37, S1LBV2.56, VLBV2.68, SILBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-318" to 15 1/8"•, SIL13V3.56, SILBV3.62, StLBV4.06, SILBV4.12, S/LBV4.28, S1LBV4.75. SILSV5.50 6 Strong -Bolt 2 (S 132, ST824SS, SiB2-6SS) Strong -Bolt 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea 9 Product (Model. Number or Name Product Description 19 SiLTT20, SIDTT2Z: S/HTT14. HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 131M". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S1MST60, S/MST72 Snaps 118 mil (10 ga) 7 Titan HD (THO-H THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available In widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Slap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 71S" and heights ranging from 9" to 33-112", 3 HUCQ210,2-SDS, HUCQ210 3-SDS, HLJCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Shad Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THG63 THGBH2; THGSH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1 t2' 5 THG02-SDS3, THGQ"DS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDSG Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod > Hanger (fHD625158RH, THDB37158RH, TH03721213H, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24", THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in Width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3-3/8" to 7-118". FL#11473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1.9116" to 7- Sea # Product Model. Number or Name Product Description Sea .# Product Model. N u m bar or Name Product Description FL#16230-RB 118" and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 GCQM3.62-SDSHDG, COQM4.62-SDSHDG, CCQM5.50-SDSHDG, CGTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SDSG, CCTQM5-50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea N Product Model. Number or Name Product Descrintion 3 H16, HISS, H16-2; H16-.2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETAI6, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G4(T, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3 62G-KT. Masonry Pier Caps 2 ET -HP ET -HIP Epoxy Adhesive for masonry 5 HETALI2, HEFALl e HETAL20 Embedded Truss Anchor ECCLLQMD4.62G KT ECCLLOMD5.50G-KT, ECCLRQMD3.62G-Kf, ECCLROMD4.62G- 3 SET XP SET-XP H igh Strength Epoxy Adhesive for masonry # Product Model, Numbar or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (STf42j Strong -Bolt 2 Wedge Anchorfor masonry -6-0Sea 1 ABA44, ABA44R, ABA46, ABA45R, ABA66, ABABOR Adjustable Post Base J 7 HHETA16: HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM525,. HGUM5:50, HGUM7,00, HGUM7,25, HG UM9.00 Heavy Masonry Hangers 5 Titan 2 (1TN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5•6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LG72, LGT3SDS2.5, lGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 8 Titan HD (FHD.H4SS, THD-H6SS, THD-CS6S5) Titan HD Heavy -Duty ScrewAnchcr for concrete available in 304 ^a^)1 W ABU88R, ABU1010, A81-1101013, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48: LGUM410 or-316 stainless steel vvith hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 AC4, AC4R, ACE4, AC6, AC61R, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, MEFAiS, META20, META24, ME-FA40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3,12/9.25, MBHA3.12f11.25, MBHA3.5617.25, MBHA3.56/925, M13HA3.56/11.25, MBHA3,56111.88, MSHA3.56114, MBHA3.56/16, MBHA3.56118, MSHA5.50R.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry z 5 BC4, BC46, BC4R, 305. BC6R, 8C8, 8CS2-2/4, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50f9.25, MBHA5.50111.25, MBHA5.50/11.88, MBHA5.5011 a, MBHA550115, 6 Ce44, CB46, CB48, CB68, C888 Embedded Column Base MBHA5.80118 co 7 CBS044-SDS2, CBSQ46-SDS2, CBS066-SDS2, CBS086-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MSHU3,5619.25, MBHU3.56111.25, MBHU3.56111.85, MBHU3.56114, MBHU3.56/I6, MBHU3.56/18, MBHU5.50t9.25, MBHU5.50111.25, MBHU5.50111.88, MBHU5.50114, Masonry Beam Hangers FL#16937-R3 8 CC, ECG, ECCU Series Bolted column caps with W1 ranging from 3-174" to 9.112" and FL#l1496-R5 W2 ranging from 3.518" to 7-112" MBHU5.50116, MBHU5.50118 Seel it Product Model. Number or Name Product Descriation O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.112" and Sea # Product Model. Number or Name Product Description 1 X34131016-5K XIS1016,X181016-4K, XQ1$1 D16, XQ161016.4K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L. W2 ranging from 3-518" to 7-1/2" 1 DTTIZ Deck Tension Tie Drill Point /1 10 CP744Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, H019 Bolted Holdowns FL#13975-R6 2 XL0114T1224 XL0114BI224-2K 412.24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping 11 12 EP644A, EPB44, EPBA6, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD36, HD58, HD7B. HD9B HTT4, HTT5, HTTS-3/4 Bolted Holdowns Tension Ties Sea # Product Model. Number or Name Product Description 3 XM0114S1224 XMQ11461224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC644, L0666 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22ZOO. SDW22338, SDW22438, SDW22458, SDW22500. SDW22600 SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 X0114SI 224 XQ114BI224-2.5K, X114S1224, XQl l 2S1224. XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point i� U 15 MPB44Z, Mpeaez MPB88Z Moment Post Base 2 SDWC15450; SDWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, P844R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDVVH1930ODS, SDWH19400DB, SDWHi9600DB, SDWH19800D6, SOWH191000DB Strong -Drive SDWH TIMBER-H EXSorew 5 XU34S1016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, P13SBB Embedded Post Base 4 SDVVH2740OG: SDWH276DOG, SOWH278000, SDWH271000G, SDWH27120DG S7ong-Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 19 PBV6, PBV10 PC44-1 a. P046-16, PC45-16: PC64-15, P066-16: EPC44-16. EPC46-15, EPC48-15, Round Post Base Post Cap Sea N 1 Product Model. Number or Name 585/8x24, SB718x24, SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SOWS16300, SDWS16312. SDWS16400 SDWS19600, SDWS19712, SDWS2240D,SDWS22500,SDWS22512, SDWS22500; Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (interior Grade) O EPO84-16, EPC68-18 2 SSTB16, SST620, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SST020L, SSTB24L, SSTB Anchor Bags SOWS22800, SOWS22900, SDWS221000, SDWS221100, SDWS221200. SDWS221500 FL#35320-RO L 20 PC4Z. PC41F!Z, PCSZ, PC8RZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPC5Z, EPC5RZ. EPCSZ, Post Cap SSTB28L 7 SDWS22300DB, SDWS2240OD8, SOWS225CODB, SDWS22600DB, SDWS2280OD6, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number Sr Name Product Descrintion 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512088 Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSG646, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS SDWS2740OSS, SDWS27500SS, SDWS2760OSS, SDWS278005S, Strong -Drive SDWS TIMBER SS Screw 2 FC843.5, FCB45.5, FCB47.5, FCB49.5, FCB411 a Bypass Framing Fixed -Clip Connector W WI A SOWS271000SS, SDWS27120OSS 3 FPHSD34S1018, FPHSD34B1016, FPHSD34B1016-5K; FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- Sea 9 Product Model- Numbaror, Name Product Description 1D SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14; CS16, CSIS, C520, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSF-C4 25, LSFC6.25, $FC2.25, SFC4.25, SFC6.25 Steel Framing Connector V e ■ ■ M2, 2 HRS6, HRS8, HRS12, FHAS, FHA9, FHA7FHA18, FHA24; FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6 25, SSC2 26,.SSC4.25; SSC6.25; MSSCZ 25,.MSSC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MST14a, MSTI60MSTI72; SfMST27, 81MST37, 51MST48 MSSC4 25KW MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL#7.5363-R3 :6 RCKW3, RCKW5.5, RCKW7.5 RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LSTI73, MSTA9 MSTA12, MS7AI5, MSTAI8, MSTA21, MSTA24 Straps 43 mii (18 ga) 7 SCS43 5, SlCS45.5, SCS47 5, SCB49.5, SCS411.5, MSCS45.5, MSOB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTAIS, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32.5197, 5CS62.5197, SCS62-5/118, SCS82-51118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUSH3.25 SUSH3.25, MSUBH3.25 Bridging Connector 1 AS IS, AS 18S5, AS 1886 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GL656, 3LB5C, GLB50, GLB7A, GLB7B, GLB7C, GL67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8 25, SJC10.25, MSJC8.25, M5JC10.26 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT518, GBLT616, GLBT520; GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTSI8, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, STI8, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSHTSB1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HG7-2, HGT-3, HOT-4 Heavy GirderTiedomm 10 MSTC66, MSTC78, STS236 Straps 68 mil (14 ga) Screws LL1 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016. X01 B1016-4K, XQI8121A. X0161214-3.5K, XQ78SI224, XQ7BB1224-31K, #10-16; 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SB1,56, SB1.81, SI62.06, SB2.37, 51B2.56, SIS2.68, S/B3.12, S183.56, S/B3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 XQ1I4S1224 XQ114B1224-2.5K, X011281224, XQ112B1224-2K, X3461016-5K, Tapping Screws Q S/B4.12, SB4.28, SIB4.75, SIB5.50 X1 S1016, X121016.4K; XI S1214, Xi 61214.3.5K 13 SfEA2.1218, SIBA2.12/10, SBAZA Z12, SJBA2.12/14, S(BA4.1818, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SBA4,1SA2.S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDP$, GW-50 GW 75; GW 100, GTH Gas -actuated fasteners and assemblies Q 15 SIHD8S, VHD8B, SIHDIOS, S/HD100, S/HDiSS, SAHD159 Holdowns 3 PDPA PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, PINWP PINWP-W POPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 SlHDU4, StHDU5, S9HDU9, S1HDU11 Holdowns PDPAWL MG; P8VL3, PSVL3 K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -t 17 SiJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchorfor concrete �- SHEET NO. August 10, 2022 PA 1. 3 I IT H 1TIM l u IITT. 1: 1- 1 1- -- Q) > C- 0 MIAMI-DADE= AIMMI-DADECOUNW PGT Indmtrie% Inc. PGT hidmtries, ]Inc. ammffi� C�_ C C) FRoDuc1rcqw=oLs;EcTmN PGT Industries. lnc� C:)- 0 Raom'2011 I NOTICE OFACCEPTANCE: EVIDENCE SUBIRTTED RE NOTICE OF ACCEPT-kNCE: EVIDENCE ST_TBMtTTED _GULA,TORY_AN])ECa1 DEPARTMiNT OF _qOWC MML $10rift 33 IL?3­2474 N OTICE OF,ACCEPTANCT: I VIDENCE SUB AUTTED B0.4" AND CODE AD_%1lNMT1UTT0NDrVIMN T(796)315-2590 Y(7WJ31,4-:259@ Cn -t- NOTICE OF ACCEPT-A-N-C.E (NOA) www-mbsumad"""O�V 1. Evidence submitted und-er-previons-N-0A D. QUALITY ASSt11LkN_1 CE -M PGTIndustriesJur. A. DRAINTiGS B, TESTS (continued) L Miami Dade Department of Regulatory and Economic Rrsources OLER)_ 5 Test report on 1) Air InfiltrAtim Test, per FBC, T 2 1070 TechnologyDrive�. L Abnufacturees die drawings and, 9ftlions. AS 202-94 "S 0 North Venice. IFL 3*275 (Submiffed under NOA No. 114107 94) 2)) Unifonn Static Air -Pressure Test- per FBC, TAS 2102-94 1, KITERLAL CERTMCATION 0 LL. SCOPE: 2- DraiNdpgNo. M-D-55570.0jitled-Vinyl Sliding Glass Do�orNOA(LK7, sheets 1 3) Water- Renstance Test per FBC, TAS 2022-CA. 1. Notice of Acceptance No. 1-15-0528.14 issued to Vision Eviusion Limited for their 0 This NOA is beingissued under the applicable rules and replationsgoveming the use of cou%huctiouniatetials. The thmughl�lof2l..prr-paredb),manuf4L-tumdatedl0i'05115 with revision A dated 4) Large Missde Impact Test per FBC, TAS 2n1-94 -Xllhite Rigid PVC Exterior Extrtisions for Windows and Doorf". dated 0,8,/l 3/15. 0 > E 0 L_ documentation submitted has beenteviewed and accepted1v Miami -Dade County= -Pfoduct Control Section to 04105117, signed and sealed by A- LymnhWer_ P.E. 5) Cyclic W, ind Preswe Loadmgper FRC, TAS 203-94 u4Hrigg on 0930/19. C/) a) CL 2, Notice, of Acceptance'No. 16­0920�08 Ls to Vision ExinlSim Licuited for, their "YE Cn C)- 6) Foiced Enuy Test, per FBC, TAS 202-94 'F erthe expiration date stated below. The Miami -Dade County Product Cmtrd gec�= B., TESTS -up drawmgs,and instalklm diagram of vinyl sliding glass door, prepared 1000 Tan 2,02 and lighter Shades (Non-N%Inite) P4d PV C Exterior Extnisions for ThisNOA shall not Uevand a& along with marked U) < (In iNfiamiDade County) aa&6rtheA1U (in areasolherthag.MiumDa&Clounty) reserve the right to have this 1- Test report on 1) UWonn StaticAir-Pressurt Test, perFBC, TAS 20244 by-Fenestratiori Testing Lab Inc. Test Report No FTL 954-9. dated 11,0115, signed and N�rmdows and Doors", dated 12/02116., expiring on. 12P29,11- product ormatexial testedfvrqualftyawarance�putposes. if diisprodmtorm2terialfails to pedbimin the areWed ed ty Idalmis Orteg-aP, E_ (Eest f eport mised on 12M- 115 and 0 1,111116) 5 wed to Vision F-xinLsion L imit ed for their 2) Lage Nfissile Impact Test per FBC- TAS 201-94 scale 3. Notice of Acceptance No- 14528,15 iss marum, the Ang clurera-M incurtheexpense of andtheAHJmay immediAelyze-voke- maodify, or 3.) Cyclic Witad Preamm Loading -Brown Coated (Painted or Laminated) White Rigid PV C Exterior Eitrusions f ,perFBC7TAS203-94 6- Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 suspend ffie. use of -such product of material within their jurisdiction. RER reserves the ri&t to, revoke this WiitAows and Doors", acceptance, if it is determined by.Mami-Dade CountyPfoductCoulrol Sectionthat thispmductorrn2lenal fails to along- with inarked-up drawings and installation. diagram of wnyl sliding glass door, pWared 2) Uniform Static Air Piessare Test. per FBC. TAS 202-94 dated 08113115. expiring on 093019. by Fenestratm Testing Lab, Inc Test Report No- FTL 8 7717, dated 1210715, s4� and 4- Notice of Acceptance No- 16-0712.02 issued to ENERGI FenestrAtion Solutions USA, meet the requirements of the, applicable building code. 3) Water Resistance Test. per FBC, TAS 202-94. This product is approved as described herein andhas bem desiped to comply with ifie Florida Building Code- sealed by Idalnis Ortega, P_ E_ (rest report Tevised on 02-15,46 and 02-24116) 4) Large Missile In4)act Test per FB C 1, TA S 20 1-94 Inc, far their `T_kN_ 3f"O and Lighter Shades (Non -White) Rw PVC Exterior me lu ding the ffigh Veloaty Hurricane 7&"-- 1 Test report an 1) Air Infiltration Tesi.; per FBC, TA.S 1202-P4 5) Cyclic Wind Prentue Loadingper FBC, TA-S 203-94 Extz-asions for W, indews and Doors- dated 09;1 5i 16- expiring on 01%21 2) Unifom Static Air Premire Test- per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vmyl sliding glass door prepared 5. Notice of Acceptance No- 1"71-104- issued toENERGIFenestration Solutions USA, DEsCRIMO-IN-: Series, -55347Wi. 770 " Vinyl Sliding Glass Dow (Reinforced) wfwo 9011 & 13550 cornm�T_LWLL -Bronze and Lightty Shades of Cap Coated Rigid PVC]Exterim, APPROVAL DO C ITMENT.- Drawing No M-,D -5 -570 A Re v B, titled " Viu)4 Sliding Glas a Doo r- NOA (12wp " -sheet 3) Water Resistatice- Test, per FBC, TAS 2Cr2-94- by Fenestration Testing Lab, Inc-, Test Report No. FTL 8.552- dated 11104/15, signed and Inc- for th& 4) Large Nlissile hapact Test per FBC� TAS 201-94 scaled b�y Idalmis Ortega, R E_ (Best report revised, on 02115,016) Extrusions for Windows and Doors" dated 091"1546- expiring on 04/16120. I through 2 1 o f 2 1, prepared by m ancifactuxer, dwed I Gfi05J 15 and htst revised on 02/0 1.;2, 1, signed and sealed by 5) Cyclic Wind Pressm, Loading per FBC, TAS 2,03-94 7. Testreporton 6- Notice of Acceptance No- 1&0-712.03 issued to ENERGIFenestration Solutions USA, A� Lvm NUla, P-E., bearing the Mianu-Dade CauntyProduct Control Revision stanip mith the -Notice of Forced, Entry Test, PC I r FBC, TAS 202-N 2) Large Mis� Test perFBC, TA S201-94 Inc, for their ""Thire Rigid PVC Exterior Extrusions for Windows and. Doors"' dated Acceptancenumber and expiration date bytheXiiami-Dade CcR�-PrGduct Control. Section 10 , 3 along writhmarked-up dnwinp and ingallatim diagram of vinyl shdmg glass door. prepaird 3) Cyclic Wind Pre&wre Loading per Fl31C_1 TAS - -94 09/10117, expiring on 0i128118- .NIIISSILE LMTACT R_tTLN,-G-, Large and Small A-lissile Impact Rtsista nt by Fenestration Testing Lab, Inc.- Test Rf!pmt No- FTL 8546,. dated I LW15- s4� and along withmarked-up drawings- and installation diagram of viuyl sliding glass door prepared 7. Test reports No(s). 10-002-792�A,), 10-O&M10527- 535753-49- per ASTME-94- Limitations: sealed by Idalmis Ortega� P_ E� (Test repmt-revised on 0 L04,116 and Olil 1.12016) by Fewsiratim Testing Lab- Inc. � Test Report No. FTL 6638 (iamples A-1 thru, ii-�2), dated ASTIVID 1929 and ASTN1D-635. issued �yEXOVA toVisionExtrusiDn. for cellulosic 1. See table I (sheet 2) and table 2 (sheet?) for apphcable.�GD unit sizes, design pres�sures, reinforcements. types, 3 gdassr .3, Test report on 1) Air Infiltration Test. per FB C, TAS,20,794 11/19110, signed and sealed by Jorge A- Causo, R E_ (Sub-inbW under2V0_4Ar& 11- con4msite material fpes- sM riser(see tablesB-1 & B-2.sheets 7­9) andmxhorlayout sheets requirements in 11 thra 16- 2) Uuffmn Static Air Premue T6t7 per FBC, TAS 202-04 01070-4) (Submiffed under X0A.,"Ve. 11-8107 04) 2. 140 VAute PVC, Tan (Noa-white) Rlpd PVC andBrovm coated (Painted orlaminated)white R4=d FVC to be labeled per referenced NOA'srequiremeas, 3) Water Rcsista=ce TesL per FBC, TAS 202-94 8 Test report on 1) Aff Infiltration Test. per FBC, TALS 12(P2-94 8. Notice of Acceptance No. 14-0916.11 isswd to Kurmy America.- Inc. for their 3. Egress operabledoors m-ust cornplywith min clear vndthor height perFBC fequiremeat as applicable. 4) Large Missile Impact Test per FBC. TAS 201M unifonn Static Air Presmue Test, per FBC, TALS 202-0-4 �"Sentr%-Glasg (Clear and Whitt.) Interfavell, expiring on 07/0411 S. Z 4. Pc�&et wallsundef sepmte-aplxoval, to be revieuk-dbyRuild*,official 5),Cyclic Wind Prm= Loading per FBC-- TAS 203-94 3) Water Resistance Test per FBC, TAS 202-94. 9- Notice of Acceptance No. 16-1117.01 issued to Kurin. y America, Inc- for their LABELLNG - Each unit shall bma pennament label with the manafactuter's name or loga- city- state and series� &W 6) Famed Entry Test, per FBC, TAS 20,2-94 4) Large Missile InTact iQ per FB C, TALS 20 144 "TradfolZ Ultracbmr, Clear and Color PNB luterlayers-, expiring an 0710&119� following statement"Miami-Dade County Pi-oduct­Convol,AP1XoveX', noted herein. alongwith marked -up drau ings and instaMhon. diagram ofvinyl shdmg glass door prepared 5) Cyclic Wind Pressure L4,adingper F3C, TAS 203--94 byFenestration Testing Lab, l=_ Teet Rqmd No- FTL 91547- dated 12JO4115, signed and W Rvi-EW,AL of thisNOAshafl be consideredafter a renemal applicaften hRs beenfiledand them has beeminG 6) F�rced. Entry Test., per FRC. TAS 202-94 F. STATE12HINTS change in fhe applicablebuilding codenegatwely allectim _ I sliding glamdoor, prepared the perfmmwe o f this proda ct, sealed by Idalmis Ortega, P_ E. (Iiest nT<nt mised on 02451l.6) along with maiked-up drawings and installation diagram of viny I - Sta tementlett er o f conformance w ith FB C-5 11 E dition (201 4);and FB C-01 E ditio n I *Mdler� P.E_ TERAHN.A,TIONoftbisNOAvL,iUDccmrafte.rthe 4- Test report on 1) AkInfiltration Test� per FBC- TAS 20' 2-94, thru A (2017� issued by manufacturer� dated 0844,017. signed & waked by Lynn expiration date or if themhasbeen -a rmimmortbangeiathe by Fenestration Testing Lab, Inc - Test Report No- YTL 63 3 7 (samples A- 1 -5), dated materials, usez and -'of matntfackwe of the product orproce-sa- IN�lisuse of this NOA as an endon I em . eut ofariyproduct, 7 Uniform Static Air Pressure Test, per FBC_ TAS 202-94 2- St atenient lett er o f no financial inter—est, d ated GV 1 & 17 issued by mainifacturer- signed 11W110, signed and sealed by Jorge A- Cmw. R E. (Submiffed under.-YO-4 'Ya. 11- for sale s. a dvertising or any odcrpurposes shall autama& ally terminate this NOA. Failure to complywith any 3)VkTater Resistance Test, per FB C. TAS 2 022-94 010,7:0,9) sealed by Lynn Millu- RE- sectio n of this N OA shAl b e c ause for termitiation and remwml ofNOA- 4) Lxge Mssile -In*20 Test per FBC- TAS 20 1-P4 3. Letter of lab compliance, part of the. above test reports. A,D'XT_RT1SE_A,ff_\-T. The N OA-rruniber preceded b y the wo rds Maini-Da de County Flof idaand fo flowed by th e 5) Cyclic W ind Pressaire Loading per FBC, TAS 203-94 C. C-ALCULATIONS 4, REK Test Proposal No. 17-0387- dated 05/05117, sumed by Ishaq Ckanda, P_E_ expiration date mzy be displayed in advertisiny literature.. If anypodwn of the NOAis displayed, then it s h a-11 be 6) Forced Entry Test, per FBC, TAS 202-94 1- Amchorvfffficationc&L�datmsand-s=tmlmia�vm,comptvtngvvithFBC-2014, done in its, entirety. along with marked -up dnwmgs and installation diagram of %my.1 sliding glass door pTepm-ed 'G. OTHER prepared by PGT_ dated 12.09.fl5and last revned on 02/15116- signed and sealed by LNKS?EC1I0'_V- A -copy of this entireNOA shallbepromided to the user by-1he mainsLictuixTor its disbibutors and by Fenestration Testing Lab, Inc., Test Report Ne� FTL W48-1 dated 12104,15, signed and 1- Notice of Acceptance No. 15-1210.01, issued to PGT Industries., for their Series Anthany L, Millert, R E, (Sub in hJkd ;rm der N 0A.A'a. 15-1210. 01). shall be av ailable for inspection at the job site at the TeTxest 0 f the Building 0 f. Ecial, sealed by Idalmis Ortega, P. E_ (rest repart revised on OV041.6 and q2111116)_ _5557,017770" Vin-v[Sliding Glass Door (Reinf eived) - L.-ALL" ff4 - mg 2. Glazing wrnphes with ASTNEE-130"9_ 3n on OV14�21_ C%J ThisNOA revises &reuevm� NOAi�`"429.05 and consilft of this age I and evidencepages E-LE-2-E-3. E-4. p E-5 & E-6 as wellas approval document mentioned above - Us q IL Cimada, M, Ishaq I Chauda. PX. U:3q-1 CILIA&, PZ The submitted docutnenotion was revie% ed by Ishaq L Clha nda. PJL Product Con"'Umit SuperTisor Produri Cnfral rUit Super'risor Product Contra.] Unit Sup"-tisar IN 0 A _N, o. 21-0 2 2 -.5.0.3 NT-a� 21-0205.03 'NOA No. 21-020.4.03 LW WMAMK?A6Ed0V ExpirationDatei ApA114,20216 ExpirxdouD�tte- Aprfl14,20'26 ExpirationDare- April.14,2026 ExpiratianDate- AprR14,2626 LLI U_ -Appro-ral DAte. Ma reh 29, 20.21 Approral Date: Ibirch 2---, -Ael I Affroral DAtei A—Urck If-, 2021 Approva I Rate. 11arch Zr-, 2011 7 page I E-2 C-4 1=0 P_ "o, > :w C = 1" 49 ta: = 40 CL PGT Industries, Inc. CGI Windows: and Doors, Inc. PGT Industries. Inc� NOTICE Of ACCEPTANCE EVIDENCE SUB11ITTED NOTICE OF ACCTPTANINCE: EN711DE SUBMITTED NOTICE OF, ACC`EPTA1N(:.T-: EVIDENCT SUBMIFTED 2. Evidence Submitted under pre-vious submittal E. MATERL4,L CT,=1CATIONS (continue) 3. New Evidence Submitted S., Quanex Part 8uaU Spacer'Standard complying withASTNI C518"Ibiermal. Conducthrky A. DRAXX1NGS 0-881 BTU-inl hr.-ft:�--F, ASTM F 12249WM-Pass, ASTM,.D3985'0xv g�, a. ASIM E A.. DRAWINGS 1. Drawing No. AED--5570.0 Rev-B, titled"Vinyl Sliding Glass Door NOA W�, sheets 2190 I.G_th=bihty­No Fog-?2sg. (,9rrbm#kV underpmians NOAIV& 15-0409.05) 11 Draw -mg No. ]NED-5570,0 Rev R, titled "Vinyl Sliding!Glass DmNOA (LMY' sheets.1 I through 21 of 2 1, prepared by manufacturer, dated 10,105/15 and last revised on 04i.1, 2120, signed and scaled by A- Lynn Miller,. P-E, 6, Quanex Part Duraseal complying with ASTM C5 1 S. Thennal Conductivity 2 -22 BTU-inJ througli 21 of 2L prepared by-nidnifacturer, dated 10,0515 and last revised on 010 L*2 1- U) hr__ft2_-]F, ASi7F 1249 WXrIR-Pa-%'- AS`IM D 1434 Argon Permeance-Pass- ASIM E signed :and sealed by A- Lynn Miller, P_E_ B, TESTS 2189 I..G- Durability -No Fog, ASTM E 546 Dew Point Developtawrtt -201F in 48 hirs. Notc This revision consists replacement of same emstigg installation screw wath flat head- 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (8'ribm iWd n n der A10-4 No- 1 " -4 69- 95). VokinfaryrSpecffie B. TESTS (D 2) Unifixin Static Air Pressure Test, Loading per FBC� TAS 202-94 7- Vision Extlwion& Ltd- Parts conTting with FVC-AAMA 303-13, ation 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid P olyvinyl Chlor ide (PVC) Extviwr Profiles for V iRion. Extn�sions, Ltd. -VEX- I by 1, None- 4) Large Missile Impact Test pei- FBC, TAS .101-94 AAMA Fenestration Exterior Pmfile Ctrtification Pro.gmta. �Srtbyniard tinder N0.4 Na 15- .5) Cyclic Wind Plesswe Loadingper FBC, TAS 203--N 04OR C� C.ALCELATIONS gong with marked -up dra% ings and installati andiagram ofall, PGT InduAries, Inc 8- Vision Extr—usions, Ltd- Parts conVlymg with PVC-AAX4L 303-13, L, None. f qmsentative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, (S abni iffed under.A70.4 No. 1544-69. O�) UALITY ASSTakNCE prepared by Fenesiration Testmg Labor atory Inc., Test Reports No.: 9- PVC-AAMA 303-13, Vobintary Specification for Rigid Pot i yl C D� Q .�5 Uoride (?VC) Exterior -PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 0910344 Profiles for Vision F-kkiisions, Ltd_­VEX-1 by AAMA Fenestration ExterioT 1)'Iofde 1. Nhami-Dade Department of Regulatory and Economic Rewurm (RER)_ FTL-7897, r certification Progam. - FIL-20-2107.1, PGT SGD780 Alumin= Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahnn. Outswing Casmerit Window (unit 8m, proposg) FTL­20- 10. Notice of Acceptance No. 184217.14 issued to Enm-gi Fenestration Sobition, USA, Inc. for E. MATERLAL CERTMCATION'S 11071.3, PGT PW762GA Ahm-kum Fixed Window (unit 9 in proposal) and FIL-20-2107.4, their -Tan 3040 Ar light shade (non -white-) White Rigid PVC Exterior Extini"s for 1. Notice. of Acceptance No. 19-0-105.02 issued toKuraray America, luc. for their > PGT PW7620A Abmintun Fixed Window (unit 10 in proposal) dated 07113/220, all signed Windows and Door�% expinag on 022104,21. "Trosifolt, U, ltraclear, Clear, and Color PVB Gla-&5 Interlayets7', expiring on 07AM24- 0 and sealed by Idaamis Ortega- P_E_ 11- Notice of Acceptance No- 1"112.62 issued to Enffgi Fenestration Solution, USA, Inc., for 2- Notice ofAcceptance No. 17-080&02 issued tGKuraray America, Inc. for their CL their stfies �Llfldte Rigid PVC Exterior Extrusions for Windows aud,Doaii'_ CKPU'M'g QU, "SeuttT"st (Clear and.""like) Glass, Interlaivrs�"_ i i m 07!W-3- X expiring - � 02/22V21 3- Notice. ofAcceptance No. 18-1106.10issued to Vision Extrusions1imited for their "Brown C. C X1,07LATIONS CL L Anchor verification calculations and structural analysm complying with FBC 7& 111. Notice of Acceptance No-1"W3.03 issued to Eaff gi Fenestration Sobtion. USA, Inc. fm Coa" (Painted or Lamina ted) Whitk Rigid PVC Exterior Extrusions for Windows < Edition (2020)_ dated 04122120- prepared by manafacbntr-'signed and sealed by E for and Doors'*_ expiimg on 09,30f24. 4­0 their '-Bronzf & light shade cap coated White Rigid PVC Exterior xtrusions L) Anthimy Lyan I�Mer_ RE� WindowsandDoors­_ expirmgon04,11&25. 4.. Notice Of AcceptanceNo- 18-1106.11 issued ToVisi= Extrusions Limited for their series 2- Glazing caniplies %ithASTIM-11300-04,-0,42 and -16. "VE 1000 Tan 2 02 andlighter shades Rigid Cellular PVC Fxterior D. QU,�UXrYASSU7K3..N-CE F. STAT-ENEENNIS Emn-u-mons for Windows and-Doors7_ expiring on 12,129.121. Nliami-Dade DelmUoent. of Regulatory and E conomic Ftesources QtER). 1. Staternent lefter of conformance to YBC 711 Edition (2020), dated 04,22,20- issued by manufacturer, signed and sealed by -Anthany Lynn Miller RE� F, STATEMENTS 2. Statement letter of no financial interest and of independent, issued by mainifacturer- dated I- Statement letter of conformance to YBC 7a, Edition CAN), dated Cr2A)l;21. issued by E. ALAXERLAL CERMCATIONS L Notice of Acceptance No- 19-030-5.02 issued to Kuimray America. litc. for their 04!1"- signed and sealed by AnthonyLynaMMer, P_E� manufacturer. signed and sealed byAnthony Lynn Mitler, P.E_' U) "TrosifoU, Ultractear, Clear, and Color PVB Glass'luttrkyers-, eoxpiring on. 3, Private Labeling Agreement document beftreen PIGT, dated 03,30115 and signed by all 2- Private Labeling Agreenrnt date-d 03�08,t2l. between PGT Inc. and CGI 07,109,n-4. involved pxties, Windows and Doors Inc., signed by Dean M RuaA, P.E._V,P. Engineering. on behalf of Notice of Acceptance No. 17-0809.02 issued to Kuraray America, Inc. fortheir both companies < ';'SfntrTG1as,1 (04u, and.'Alkte) Glass Inteflavers", expiring on'07104t23. G. OTHERS 3- Notice of Acceptance -No. 18-1106.10 issued to Vision Exnusions Limited for th& 1. 'This NOA revises NO.14 l7-0420.06(PV`Tw/CGI) and updates toFBC2020,(7kEdidoA). G. OTHERS "Brown �Coated (Painted or1aminated) White Rigid PVC'Exterior Extrusions expiring 04021021- L nisNOAi-e-vises&ienew�s-N-0-A.#20-0429.05 LAwICGI)� 04,14�26, (P expiring for Windows and Doon­� expiring on 093&24. 2- RERTfmt proposals #19-1155 dated 01Y10220 approved bylshaqI- Clmda-P-E.expiring 2. `Ihe cuffent a&sodated PI-k CGI f ile #21-42 4_4-� 0 1, expii* 04J 1+26, co 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited fm their 04)14.21- UJ serics,"VE 1000 Tan 202 and 5qghter shades (Now-Mlike) Rigid Cellular PVC M Exterior Extrusions for'"I'mdows and Doors7. expiring on 1129/2L < Idikq L CUmds, PX. ishaq�,L Chaudat PE. ;Z I*aq L Clnuda, P�E. Product Coutral Unit Supeniwr Productcoubmi Um'& SuperrLsor Z ProcWt-Couir,al, Unit Superrisor T9'0A.NLo. 21420SM, NOA INo. < WOA ?&D. ii -0 2 a ;103 Exviratial Dat*,_-April 14,2016 ExpirAtion Datee. _kpril 14, 10.2 M Exgrmiou Datet April 14,2026 Appro-rAl Da t4_klarrh vs, mil, Approval bste. M�arth ApprontlDaw- Xiareh 215,'.1011 E-5 -6. E 4 SHEET NO. August 10, 202211 PA 11 (D (D Cn —00 > p MAMI.DMAJDE MIAMI-DADE COUNTY 0 _0 cL c) 0 L_ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA LLC Cast -Crete USA, LLC c- 0— BOARD AND CODE. ADMINISTRATION DIVISION Nfiarni, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 'NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE-, EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (D -!-- NOTICE OF ACCEPTANCE (NOA) 31".miamidade.gov/economv =3 to Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 0 _0 a) 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0- = 3: Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of = 0 UL — := M prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L T4612, tilled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461 Z titled "Cast -Crete 4 6 & 12 ,- 0 Co 0 > U) SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by LT4612, tilled "Cast -Crete 4", 611 & 12 " Lintel Safe Load Tables" sheets I Lintel S* Load Tables", sheets I through 3 of 3, last revision dated 06112114, all -0 E C) L_ a) This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P. E., dated March 24,'2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. Cn L_ U) 0 0- !E The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on M C)- F_ U) Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction March 2-7, 2012. B. TESTS (AHJ). B. TESTS ", " " I. None. 1. Test report on flexural testing on 4 6 & 12 Precast Concrete Lintels Filled and This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Lintels, dated 14.201 this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. Calculations for Cast -Crete 0811912014, pages through 14.236 accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None, D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. L By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. E. MATERIAL CERTIFICATIONS 1, None. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E.. on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320,09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1, None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled I. None. B. TESTS County logo. "Cast -Crete 4", 6"& 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 200& B. TESTS C. CALCULATIONS W th change in e applicable building code negatively affecting the performance of this product. B. TESTS 1. None. L None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1, None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE J. By Miami-Dode County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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. 1. None. be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed& sealed by Craig Parrino, P.E' This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and C= E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. /Helmy A. Makar, P.E.M.S. 6? eliny A. Makar, P.E., M.S.✓ troy A. Makar, P.E., M.S. _+ r Prailu-f Control Section Supervisor Control Section Supervisor Product Control Section Supervisor iV > NOA No. 20-0630.15 RMIAMHADECOUWX k� k Expiration Date: 09/1112023 NOA No, 20-0630.15 Expiration Date: 0911112023 NOA No. 20-0630.15 Expiration Date., 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 M LU -S 'C� 24 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08120/2020 Approval Date: 08/20/2020 LL. Pagel E-1 E-2 E-3 Cn . -. '1 = . 61 CL. =61 409 CL. Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1, None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition; issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z (n Crete USA, Inc,, dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130,14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details". sheet I of > 0- 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 611 & 12" Lintel Safe Load Tables ",sheets I O through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS L None, C. CALCULATIONS 1. None. Cl) D. QUALITY ASSURANCE M Cn 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). V E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHERO I. Article of Conversion far a name change. L_ M LU H11 C;Ilelmy A- Makar, P.E., M.S. CX Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 0911112023 < Approval Date: 08/2012020 Approval Date: 08/2012020 E-4 E-5 Q_ SHEET NO. August 10, 2022 PA 1.5 -I Ifl, -1A, 1IFF1_flrr1_ i I -- vaopuc r "At- 2 XRDIDUCT1SALMk1EQNRErQRXNQ A72W 3 ­UY Z- W E00 fr4r\- TILLIT TESTING & ENGINEERING COMPANY 22-TWEST REPORTS: -0. MAITERIAL CHARACTERISTI-CS AN P . , -0- ECIFIC"ONS- WALTHR A- TTLLrr. JR., P.R -- I - ­-- "It, Large rrftsile impact and fatigue load tests were performed under Protocols TAS Shall be Strictly in accordance with General Notes and Components indicated on I I'L 1. 1�2"10.1 �4c,OR7 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E. D.), drawing R CA U-N,,00I as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-17& Anchor specifiGations shall be as ITIdIcalled on sheets 1, 7 end 21 of Testing, Inc., Reports ft 96-569 dated 0810911996, #96-570 dated 09118/1!996. 26, of Product Evaluation Docvment (P.E,D.). drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No- TLIMITATIONS AND CONDITIONS OF USE; REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P-E. prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr,, PIE, PRODUCT SUB -CATEGORY: Storm Panels 2-4-S-TRUCTURALENGI EERINGCA=LATQN -- � --N . -4: 7.2. Product intaybe installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacingvs. design wind load and panel MANUFACTURER: Q1QbaLEWW0oAProd length based on rational and comparatllv6 analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and qdaALGI, 4800 S.W. 61 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-, wood frame structures. Davie, Flarida33314 dated 11/03/08 and 03112/1 5, signed and sealed by Walter A. Tillit, Jr., P E. 1. F!URPOSE OF E 1,11LUATION; 3. MIS HLE IMPACT RIESIaTANCE; Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact undersection 1620 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Prote,ctlon Products, LLC, Rule Chapter No. TAS 201 Protocol. 61G20-3, Method I D of the Florida Department of Business and Professional Regulation. 4. WND LOADS RESISTANCE; ,%illil"INHIN", i L,o�,';�� N. T144/,S o �� ......... !I� I'% 20 Gage Galvanized Steer Storm Panel has been verified to sustain wind , 0 1�-, " ,�.� " f�.--`%��ENsj`-. ',- .. S This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14.152 — . % . , i -, = been verified for mmpliance In accordance with the 2020 Seventh Edition of the 16, 119,. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 11 I I . . = '� I * * 2 ------­7­- S�-*. * Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, .- * -�h,-,*'al -*-.._'-. STATE OF at least equivalent to that required by the Code, 14,15, 17, 18, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E. D�), � ,�,�5 drawing No. 20-176. "I i li,i..'O,,,�, -."4 0 RID"'. -,'-,�91,' , r, * .- - I �;�,,,N " 'y . ..... , *,i,,$1810NAD� This Product Evaluation Report shall be subject to review and revision in case of A. a Bulding Code dange that may affect Its limitations and conditions S. INSTALLATION: ";IIIIIHIti Installation shall be performed strictly in accordance with details indicated on 2..EVIDENCE SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WKITILL [17% TILTECO ADMON RECORDS I P. E. R8PORT-20 � GLOBAL, PROTECTION PRODUCTS, LLC � 20 GAGE 2.1. PRODUCT EVALUATION DOCUMEN , (R.E.D.): (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELk DRWG*Ml?Bk REPORT#Z"r2&01 _J Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANELI3, Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document 1 sheets I thru 26 of 26 prepared by Tilteco, InG.; signed and sealed by Waiter A. (P.E.D.), drawing No, 20-176, Tillit, Jr., P. E.; dated 0712812020. This drawing Is an integral part jWQP,Is I owiIIIIIIIN41, Evaluation Report. , EHE 1111Y, X I'll "'k, k T1441", , Iss��­�.-­ 71'*W�1. ,­.. 11 ­'. �, I I .. , ---,_ � , "I .. � I/ -, .,V! -'- - - - L . - s:e. \\G E N se, ,:F 11­-� SF I , \ 1�� — . ­ - m: I. — - , ' -1 , - . - - ��- I - - - , '� T- — - -- No, 4 167 - .1 / - I : - -­ I * . " I . i , I �, - 1 , , ; Z - -- .-,_44167 , Z ­­­ - -- _ - 7,*�, , � i*Z , * , -/ , . = , 11 ��­ - . - ­�­ I Z n;l " % �.- I ­C "�' I/ STATE OF !Qzf 1 -o:.- ­ !;,O- A. I , , op, n . � .4 I III, . � k�7. , 5�-, * I " ,,, . � , �, �q - . , 10� - `�,.� "IOR�lb III-I lkp ( , , , , "i:;�, r� * I �,., i ........ 6355 N.W 36th Sftvet� Suite 505, MlArmT Florii 33166 - Phone: (305) 0 - Q', 871-153 10"HowEVIII, w';,", 610 40NE,t, ikii III EEHIJII IT, . . I . PIENERAL N=: 8 3) $14 CASE IHAT PRECAST STONE, OR PRECAST CONCRETE PANI STUCCO OR WOW BOARDS BE FWN0 ON THE 4" FOR 20 GN I EXISTING WAU� A-404ORS SHAIJ BE LONG ENOI TO BEACH THE MR 57RUCTURE BEHIND SUCH PA1i ' STORM PANEL SHOWN ON NIS PRODUCT MUATION DOCUMENT �PED) HAS BEEN VERIFIED FOR COMIRL"i IN A14CHOPACE SHALT BE AS MENTIONED IN ai3 AND IN 6.2). ACCORDANCE ", THE "20 (711, MINON) OF THE FLORIDA BUILDING CODE. cc) TQ�eM­W-J!iE=L0A=-� -z!-=-0N.1 DES GIN WIND LOADS SHALL BE DETERMINED AS PER SECTION I S20 or THE ASUyE MENTIONED COM - 1/41T TAI ANCHOM AS MANUFACTURED BY IT W BUILM, INC FOR'A WIND SPEED AS REQUIRED BY THE jUALSOICTION WHERE THESE S14V WiLl BE LUD II 0 RANELAUTTE FEMALE LO AND PARELMATT PLUS ANCHOM AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS rvERS, , WSTA AND - PER A DIRECTIONNOY FAVOR Xd-OAS, USING ASCIE 7-16 AND SHALL NOT CITICIFED THE WWMUAT (A,SD) - I /A'# LAS SCREWS PER IN O.S. DESIGN PRESSURE RktVS INDICATED ON SHEETS 7 THRU 12. 14, I5, 16, IS & 20. - 7/16*0 1 5/W WOOD GUSTING, ASS DISTRIBUTED BY ALI POINT SICRER� BOLT A, SPECIALTY CO IN ORDER 70 VERITY' TUC ABOVE CONDITION, ULTIMATE MS04 WIND LOi DETERMINED PER ASGE 7-10 SH LL K FIRST REDUCED -,Q ASD- DESIGN WIND LEADS BY MULTIPLYING, THEM BY 0 6 04 ORDER To C '� MIM ON THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I 1/2- AND 2- FOR ELOO PA14CLMATE PLUS A ANOMPINNELM" FEMALE 0, COMPARE THESE W1 MAX, (ASO) MIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU IT, 14, 15, T6, 19 A ?D, Cl) MINIMUM YHREEADED PENETRATION OF M SCREW. INTO HE WOOD FRAME AT M­ ACED IN OMER TO VERIFY THAT AINGHKARS ON THIS PED AS TE57ED WEK NOT OVER IFIRMED. A AU INCREASE IN ALLOWABLE V, F S L BE i ,/I- No T,alE STRESS Top WIND LOADS WAS ria USED IN THEIR ANALYSIS. FASTENERS spACING To WOOD RAS RC�N DETERMINED TV PENETRATION TWO STUCCO SHAU, BE CONSIDERED AS PART OF THE REQUIRED 1HRIADED PENCTRATTON ACCORDANCE WITH ND,S� XIEI C 3) MINIMUM MOE DISTANCE OF UIG SCREWS, INTO WOOD SHALL BE AS TWOCATED IN THF� DRAWING: STORM PAJaG ADIDUACY ", IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACC-ORW44CE WITH SEC" 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING; INC REPORTS 96-ISITS. 96-670 & 96-T30 AND C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8" 1/4' ­20 SCREWS USED SHALL, BE I 1/2' LONG MINIMUM FFNES79ATMIN TESTING LAB I, REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-20S SHOULD 'MCGO EXIST- AND i* MINIMUM FOR WALLS WIN NO SlUCCC,l AS WELL AS AMERICAN IEST LAS Of SOUTH FLORIDA, REPORT #021 9.01 -09, AS PER TAS ZDI. 7AS 202 AND TA5 203 STANDARDS. C. 5) IN CASE THAT, PRECAST STOK. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE UOSING 2 ALL ALUMItOJM EXTRUSIONS 'CA BE Sii MICIT AND ITUPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 WALL ANCHORS SHAU BE LONG ENOUGH TO REACH THE WON STRUCTURE EEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA) , C.2) & C 4) 5 ALL ALUMINUM SHM METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOY� D) ANCHORS SEMU RE INSTALLED FOLLOWING ALL OF THE RECOMMIFUDATIOli AND SPECTfCAHOWS OF THE 94*40R'S MNUfACTUKR A ALL STEEL SHEET hEtIAIL PANELS $RALL HAVE STRUCTURAL QUALM STEEL ASTM A-654 GRACE 50 MINIMUM, C-50 O�VAAZED STM DESIGNATION W/FY- S&S kv (AFTER ROLIED) 8. PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOVAK NSTALLATICIN TETAILS SNOW14 ON SECTION 3 THROUGN tO C$HIEM A THROUGH 6) EXCEPT THAT HEADERS 0 4 0 WLL NOT BE USED 5 ALL SCREWS TO BE 55TAILKLM SIM X4 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIM WO)a W/ -50 W YIELD STREi AND 90 i TENSILE 5TRENOTH & SHALL COMPLY W/ FLUAIDAI MILORN; C42DE 9 IT SHALL BE THE RESPONSIBIrTY OF THE CONTRACTOR 10 VERIFY THE SOUNDRESS OF THE STRUCTURE WHERE SHUrrEA IS TO BE SECTION 2411 5.JI A ATTACHED TO INSTATE PROPER ANCHORAGE. THIS SHUTTER SHALL ONIY BE ATTACKO TO CONCRETE, BLOCK Oft WOOO FRAME BUILDINGS 9 BOLTS TO BE ASTM A-JO7 GALVANIZED STEEL, OR AIG 304 SERIES SIANLISS 5TIEEL� WITH AD ", MINIMUM r" STRENGTH- 10. EACH REGULAP. STORM PANEL AM, LENCTHS OVER W-8 THROUGH 12-4" AS PER SECENTAS C a 9 & 10 AND ALTERNATIVES 8W, I ANCHORS To WALL SAMIU, BE A'S FOLLOWS, 9W & low ON SHEMS 51 a & 12 RIESPECITY'i SH4a NAME A CEDRIC *0 REARILY IrSaJC11Nii&iiTi INSTRUCTING OWNER OFT TfALANT TO SECURE PAKLS WITO APPLICABLE REINFORCEMENT OUR04 PERIODS OF HURRICANE WARNING (A) %�L=%-f,WWiG-WJC=- 11 THE TOSCAUATION CONTRACTOR IS TO SEAL/C4ULK AD. SHUTTER COMPONENT EDGES W41CM REMAIN IN GONTNI CONTACT MIN - I/Iii TAPCON ANCHORS AS MANUFACTURED 6( i.TW WILDEX� Wt- (4411, `,­1152 V-J) TIC BUILDING To PREVENT WND/RA" ""RUSJONL - I /4' 0 . -?/K' CAOX-Af ANOTORS, 'IS MANUFACTURED BY DEWALT INCr (MIN, f'­1006 P-,) - I t4*0 4 3/4� SOi ANCRORS, AS DISTRIBUTED By ALL Pi SCREW, SOLT & SPECIALTY CC 12, STORM PA"[I INSTALLATION 114AU COMPLY WM4 SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ZONING REGULAVONS (MY". F.-SDOO P...,) PROVTOED BY THE ITURSDVION WHERE PERMIT IS APPLIED TO - 0,14- I 0 PARELALATE FEMAU TO & PANELMATE PIUS ANCHORS. AS NANTULFACTUPED BY ELDO CONSTRUCTION PRCOUCTS, 6 GENTITIC ES ITT - ANN f'-"SO "��.) 13 0) THIS PRODUCT EVALUATION DOCUMENT (Pi PREPARED BY THIS EACTAICER -Am* cc IN PROMM TH! ORMATION - 1/4'0 Cr TAI ANCHORS. AS MANUFACTURED Ol TALI -EAST CORPORATION (f'­3600 ­.) FDA A SITE SMCTAT: PROJECT, I.. WHERE PIZ SITE CONDITIONS DEVIATE FROM THE PtO A 1) W AOM EMBEDMENT OF TATCON ANCHORS INTO POURED CONCRETE SHALL BE I S14': �' FOR PANfIMAIE FEMALE W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING t,FE SAFETY OF THIS PRODUCT N BASED ON THIS P ED. PROVIDED HUSHE DOES NOY DEVIATE FROM THE CORWHONS OCTAkED ON TH* DOCUMENT -0 AND PANEMALTE PIUS AND I I/.- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTCR'S RESPONSfeNaY A­�) CALK-fN A, SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURED CONCRETE NO EMEEOMEM Two W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MMFIED STUCCO SHI OP PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/28 LONG MININUMI SHOULD STUCCO MST, go !� MINIMUM FOR WALLS WIIH NO STUMO. AND MAY ef HEADED --C�. OR ALL THRIADED SCREWS W/O HEAD. Ld) SIM SPIECIFIC PROJEMS SHALIL BE PREPARED BY A FLORIDA RECI[STERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING hi ENGINEER OF RECORD (i FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE ?.ED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A 3� N CAR THI PRECAST STONE PRECAST CQNCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON na RED ENGAMR, SHALL SUSMA TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, EXISTING WALL OR I -LOOP. ANCHORS SHAU. HE LONG ENOUGH TO REACH NE MAIN STRUCTURE SE14AND SUCH PANELS ANCHORAGE SHALL RE AS MEJIMON�E? IN A 1) AND 94 &2) (A) THIS P.E,D. SHALL BEAR THE DATE AND ORION& SEAL AM SIGNATURE Of THE PROFESSIONAL 9NOINEER OF RECORD THAT PREPARED IT (a) T2.�-AJOCii-M�-9Q - t/II 0 TAPOEN ANCHORS AS MANUFAC UNFIT Elf I I W, Si INC I� SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISW LOCATION AT STORM - 1/4' 0 , 7/a . C"-114 AACNORS. ATMAINUFAVURED BY DL*ALT INC, fMIN. f`­1500 ,­,! PANFI 50,1110 W ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING ,'OM CNi LAM .1 SHALL BE PLACED FOR ;VERY OPENING, LAMING TO COMPLY WITH SECTION 170IR,2 OF -,4E , IX I - -PECALTY CO� 3/4* SOLIO-5FT ANCHORS, AS DOSTINE14i BY ALL P05M SCREW, SOLI & S FLORIDA BUILDING CODE (MIT t't,-i8OO P-) - "'N. -Ir PARELMATE FEMAU 0 AND PANELUATE PLUS ANCHORS, AS MANOFACIVRED BY CLpQ CONSTRUCTION Tin DRAWING SHALL ONLY BE USED TO I I PRODUCIS (MIN, V-7011 PAl) V IN NI OBTAIN PERMITS IN THE STATE OF FLORIDA "LL'I - I 14 0 CP 1AP-GAIR ANQKAS. AS MANUFACTURED BY TRO-FAST CORPORATION A- , !1Q* f, . - I ­ � -1 . . ."', " 8 7) MINIMUM EMBET)i OL TAPCON MCNOR5, ELCC` PANII)AAFES AND CF TAP-PRIP ANCHOR. INIV THE CONIF .. FLORIDA BUILDING CODE (Nigh VOI00y Hur 1�.Ti Zono)l - BLOCK UNIT $Ni RE 1 4/4-, 1Z -, , 20 GAG ­ -­ �-. .. . .F�� .=a WLRX:4 ft, " ,r GALVANIZED STEEL S70RM PANEL DRAMNA, . No. 4 '. IL2) CALK IN & SOI ANCHORS T­0� RE EMBEDDED 7/5' INTO THE CONORVE StOCK UI NO C 167 I I---,- . - -- - - - - TWO STUCCO Sitkl­ RE PIRILIMED, 1/4- . al/m/la". "'\ 0-20 SCAM USED SHALL BE 1 1/2- LONt MINIMUM SHOU131 CU . / --.jy �_--� EXIST. AND I* MAINIUM FOR WALLS WITH MCI STUCCO -s'. ,A GLOBAL PROTECTION PRODUCTS, Lm 1 �5`- STA / 11LIECOmc \ �- OF - ­��, - S.� 51 S"IM' --� So*- -, ,­ i-HEa. .t, ILT'. 1:o , 1� �'- Z 0 4 ,.A��,� ", P1010' (THEIAW-7SAII I- (".)WIT1.1 20-176 I , , � A, , , 6, '.. , ..'­ . " - I- -TITI-I , � PWQ -�� 1.6, I - I *,"'uss's PANI `��" ­ - I �. ­�, - - ,,,, , w1v `UkTTP I I I - P-i. k-W """,I�Ili ... kLow ii'am . FLOM a " v'.v I- - A I - I - SAW"l ' P"Ie I -1 I I - - IN51ALLAIION DETAILS FQR KOLAR FANELSni & r1A INTO EXISTING POSED CONCRETE OR 9ON-CRETE BLOCK STRUCTURES ,DWEASY, .,DR, V� LE OR CONCRETE ANCHDRS I "'DETS , IVITH 2) - DSEE so-EDULE ON ,� X-1, 00"t" ANCHORS \ \ SHEETS 11, THROUPI TO) ----Ej;I. CONCRETE ANCHORS I - ' , , � E SEI - I � .1 EMITTING POURED I `� 1 ­04, (SE .E�14 li� I �' -�' rl III somAr ON I � f7A) CONCRETE RUILARIff, I 11 -� ,� ExsnNG POURED S.UTS a . IT; , A . , � \ , IS _ ODHOREVE F - 1-4, I , -- . . C ­/11 -J` WAIT �� 'MuRm, , - �I' MITI- - ­11 -V#11� AAW \ I ,_,�� - , - - - I/- -, , -� , 7, � ,21, IF k� ,/4- ""­�:�-.,� �� o,,,-,§��-At­� ,,,, , it=zag - I W. I - I- - �'R ­ ME,' "I , -- . - � --- FE / Sz,, - -J I I r,/" " � -'� - I ,AAQX4 1 -W I ` ­ - ­- - -----, I � � -1 - I I � . 1�§ i �S` ­ I - � z�� i 1�� --' � , i cow2m I I ., ­41 2 ! ED, ,�- '1� USING INOUR11) ED � I I I G� I T111 �, � I I : .,. #-' 2 -- � �--, . I - , RETNAm I a DDISMIND POURED �- � I - I : � -! I I � � 4 alTI, I CONCRETE RED-1- I I I \\ � � �,� � �Z' "Ife A � 11 , �. , . ­�-� -­01�'11 I � �" � �,, T A �, ; , - � i! � I �,- ,-,-�,"f�,,;,­�,­ 1 Wwvl.� � a 0. z11-1 I I I I . I =siPqxAALiL I a .A�AAAIIII"I:,,� I WOW, STUD, o 8 ��� 5 L S I I 1; IA. at i 12 Vr ac, � I I Z .11 , -(D OUN", � SU I , = 1- -�- - I -1 -(�) SIM SO'St" � "U." my IA v., wAAA-A I - ; 01 ', t- I., 17-� - W~ 1 I I ]I. -.Aw. � I i 1 - - ,.,�. � 01 - -, I zwq--! I I ! . 1 FIT lium, I . - I AT It 1 11 , ,- -, - -, 11 -- ,,.,-.,I , , �, ------ ---- I ; I - -- - T - - IT W N It r =,i � I - i I �a W --- � I I - ,-- � I . � : i ; le --- I � 11 - I'll I I 9 I i ; I �� I I 1 - ,-,-,, - ; ; i i � ---(a) I § : I f �I i It I i I I I *1 I I d I !� I 6 � DA", t I � -1 - -­ 1� � , ­ - I AM . - I i '­1 �, : 1 1 ,4 I 4"I , -1 - - F Day ow . I � I -- - I - I. T� .. . �, � I DIIIATOUT. " i A I 9*&� ! I I - 3 I �� 1� ­ - I f \,,�,�".`:,T777":SN I --- J, -- , I I EXISTING POURED ED. I - I : - i 1� I/.- - I- ED , . DUSTING . I, D, '� 4?c- IL ­­ ­ - . , c=poullep -11 ttyr 0� CONCRETE OR i ,, I WIZI/I 4 X- i =-,IV- �'�'. DR - �N I CONCRETE BLOCK I . I - H I ­­ ­­- I I � . . . ',� . , � "" - " -- -- ­ -..-. - - ,, : vWRY MW 6 , - -- REQUIRED , . ;, i TM.1-1--­ � CONCRETE BLOCK , CONCRETE BUD" I , , 'I 1p . . � - - 1� E� . - ac I --­­ � REQUIRED. ----I..-- �- I - �, - � I- � 11 -,/2' � I W "I I � , - -, I . - \.,:-,,,7,�'�,,,.-,',�,-�,�,.:�,���,�-I � , I i (-- I . k � j-" i ,� - 11, - �, - C I -E - � I.N. :�, I , � I � ': -­1 " I - , , - I I '. , I - , . . ,� . -.11 t� - 4�4,!===�.-- - I I . � . .. - --- I 1* Will, , _, AR - I .. .-, ..1 ,-7 -, / -I,,,- I =�Ri , " !` 1� I, - , REQUIRED. X � , - a"GORAG -C41 � -, , - "I - , , ,��, � 1 7 "I " -� - i�� Cmi A� CONE ANCHORS COAcAm ANCNm - ­ W I I 11 , ­ , i4) CO"CRM ANCHORS STAGGERED W/ STUO -- � 4) -- - (D - (SM ScHEDuLL Do - ��� ,. - , "," - (SEE SOTEDUCE DR ge'i (SEE SCNENALE Ok-li (SIDE WNECULE ON - SHUTS a ,YRE.aN q� SHUT5, 8 "E'Rou%`1 IN N , ISHUTS a THRoUCH SHUTS 4 Plor, III) WALL MOUHTING ­� - -MOTUM ALnBN= BUILD OU, MQUNTING =91K&Ak *F�V WV SCALE S"A.1- SCALE 3/8-1* 1� - I �­­- ­­T1­----- I I IS LE. - EDGE DISTANCE 1 % ,M i (SEE SCHEDULE ON ­01 i -Jr. AN, S.,. - 1 SHEETS 8 & 9) IT CARL I I A ! I i I 0413r I IAOU FOR QPMBIMTIQN QP - I I '=# 0 I mi, = I =; 1 ��L. ! - 11 w Q� :� 9 TOP ITT BOTTOM MOUNTTNGS C 'ESY01100"I COMBINED IN ANY WAY TO SUIT AN 1 ::].L I ,pll� I �441, INSTALLATION A. jjq', I , .��tll -1� ,,-'!�, N , "". � .­** ....... 9 , � " ---, .. 77�7 II7�771,77, ,,7,7,��`��,�', --2�,Z77771 A-, OCIENs I,& - - , - EXISTING POURED' ; �, I- f .. I- I.1?1 S FLORIDA BUILDING CODE (High Velocity Horricon Zone) - 4 I CONCRETE -'3/4 -1`1 I I I �' � . NJ. A14767 I ", E =am TETEm li "1 REQUIRED. --------E-D -- - - = * 20 GAGE GALVANIZED STEEL STORM PANEL , CONCAETE ANCHORS I * : i _o*-. - IRAWN, 3`,� Ism ItT.-DULE ON :*E SHUTS 8 Tllr"�Wli 9) SIP" 51A --- ----- V?/"/"W S,��.% . �-:�� GLOBAL PROTECTION PRODUCTS, U.C. A.M. `09 i 7ET - CLILING UNTLHQ �,,&S;­ `It�o � " `E—C 0 —... \ -> ASCII, IT w. 'Tt STREET .t Ini TwIma A, n. =I. %� W�r,--.,,KwA!U�."Tc � X1W,1M9%XM, V�,,., -­­ 1, n PRI 01,54INIR-7w, IAX. 01"AH"A-6.1 20-176 �� "',,""I", TIN, Hill I OWN AI - N" .1-1., wom W: CA-domlo �� - 1­4 - IAAT ,- � I I ­ - - -- ",---- =IJ ", I,,ii I - -1. 0110i . - .167 ­­ ::A-_r_--_ - 1,;, I .. .i - � , � - =.- - - / I ` , "T-1 ITE 0-0 I M X I TILLIT TESTING & ENGINEERING COMPANY WALTERA. TILLIT, a, RE. tilreoO@a0l.com PRODUCT EVALUATION REJ! FLP.r, TJ-N. 441V FL-C,&LL­neN­)TG6?39 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBI-CATF-GORY. Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products-= 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E., (System ID # 1906) to the Global Protection Products, LLC, Ruts Chapter No. 6IG20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition or the Florida Building Code, and to verfly that the product is for the purpose intended at least equivalent to that required by the Code, This Product Evaluatilor) Report shall be subject to reviewand revision in Case of a Building Code Change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z1. PRODUCT EVALUATION DOCUMENT (P.E,I).); Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; e[gned and sealed by Walter A. Tillit, Jr., P.E,; dated 07t2712020. This drawing is an inteR,W,1MN-W4jP,,iS Evaluation Report. , , � .,,,-n'M ��, - .?Q a N 6,155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 531 COMPONENT5 FOR REQUILAR & LIFE SAFETY STORM PANELS (SCALE 1/2-I-) 1 - .------- , ---.,. ­­­ -­-­ ­ ­ ------ - ­­­ - 15A96- (TOTAL WIDTH)---- ­­­ ,- - - , - ".- -­ - �- ­­­ -­ -- i - , , - - -- - --- ------,,--- 15 10TV CTOTAL WIDTH)- - - -- ,-,---- -- ­ ­­­­ . . ... ...... - ­­ - ­ iz-BOD, (untm WIDTN)� ­­.- - -, ­­ - ­­-­-� I � I . I- ­­1111­ 1, ---",- ­­ - a I/e - 1­--­------ � -5.250 ...... ­ -- ----. - - , I I t I , ! r,------- "--- � � ,,-,I,­SW, I 1-1 VD. - I- -3w-, - 11SISO,_1 i ,-N-UO, ; I /_1 I I � I I I 11'r - . , I 'I, �, ,� 1 -�, -I-W' -1, DOSIF WK THICK -1.�W- 'f� ,� - - ---IT, - " 1, 't -<, , MWINVET, , -1, 11 �' m , a " , --t ' - , , '�,� ,, I " I - ATW A. -IT" I , I X, ��N A , , /L`� Dow MIN, NECA ABC ,­­ -4" � 1 CRADE 60 MINNI -�- - , I: 'i I 2.� 0, "I I � I I �� I ­ ­ - - - , IYA, I" -- I - AT EDGED," , ' / 'I! ;4U1 ,iiI G-S' ' e, 2,657' / t"I" � 57, -W -11 � �* '� r I I -" ' I - ; "': ' - I HIM I'M I'M � , I U\ It.0-VANOTID, // -1 0 i DO' ,24-,',�V � -�-p '-,. ' - DVAAL � T *, X .-.,a t 2. Ty \Z . N.i Tip \ \ OSTM A�653 - EMLLED � . - -- - . ED \' / MAIL J , , N 1, - " CANaE so AdWARTA \ I EDGE i I I BE '-" � � I A . �] I J:WAIL � I 48Z G-ft rAUT \ N, / / -[�ETAJL A . I 48AT [ � � I. - ---------- --- - ------- SII� -1 Ir", - - - - I - � -­ , , � --------- ----� _ "3�0. , I i 7 ,� ,/ t7, -,1.75 ­­ -­­--* I T­ 1 _Z$W-------­ - -1 �3w T STORM EMEL (A END STORM PANEL - , 157 -- -- ,-' , L� I, - I I I, _,-, ,,-- � r f�i,� F------- ­7 - 2.187� - - - -1 PoVICLS-EAD, P -1-1 � r 1,250, Aw 1_2 � - .7501 - 1/4'0-20. ,/4-A­2a 11?� W/ 4AIIII, Z. I I ADD. I, 1� I . IN SERIES UK SEM . , in- - " - - I � - ,�--- - I, - � "D a. 'a. -1 &S STUD RNETIED && STUD ARIETED; - T ­� ,,--�-, $ . I �l 1 I - ? MAAKaJE9 TO ANOU: 0 - - I I i � - , . - j ^ - .� ",A). I 'Ir oi- 12 ,/Y* OX, � *O DO- IDD I I ,� I I ,-`�,-, 7 , - � .023- -1 l - - - 1 , 3" 1 75. - Der . D.W . 2 Be 11 ) SCE ." . , 1[ 7-1 I 25 000 T.500 . 4 l'soo, , ,�,-,-�� -, ;��- M �, SW //<Z�--�:f,��:--, , .,� I OITA: - � DETAIL I I I 1 .,�'6,7$0- -,, 2.125' i I t2S, I L I MAIL I ­­ ,. I HEMMEQ,Y, , - - It 375� � i I I -a I � il��- L 1. , , I . i I I- - ..... . , � � / 1-11 I X. a .1 IT � � 715 I I n - r I I . ,2w- - 411, : ; - - I , I I I'-'- . � - M/ IRAL & I- 311, - , - - - -- .- - 5' A., -.1 ­­­ -- ---- I- -1 --,.,,. -- �1--ZD­,.� 'I t EMIC VIEW AE16" I)!-- 2OOD"`F -2MV, -- ROUNDED CORNER 0 NOS Of PANELS IZA ­ , -- END UP W/ HEMMED EDGE. (� *YLWAM (�) Ali (4 ANQLE WITH STUD @ AN21 WO (i REffME MD I - - ---I VARIES ; � sum, 1 -374' 1 - = - f­4 ,/,A A 2/1. , 0,344' _7 TOP EXIE .0951 Z74* .0861 - ?so,- I , . I PAMEL -IW I , 125' 1/4'0-2M .IN SEARS I i I - �-- -1- - -Hee'r :�-d '310, �' `­- - -, I L . r --- -,-,,I-- I - lt�"-It -­ I - -& - - -Si S sm Al-VEFINED -To i ; I',.' - -375* jAA-0 i ,W. I : i i I- - -- 8-I � I , , �� i2 1/2- CC, 7-:��--' I !2T I ,ei , 9�----AG-+ , ,­ - -i , I . , . I � DI I -7� . . � 0- 3W � lz�3- B" , 1-5 � 9 . - --I 1 063' i,,, -q,.,O,- A�`-6121'a, r � I r - � , - I 760 I VIRIWA: I 7 74i5� i ) I i I I , I I 3 DART PANEL 0,101i i i ... ­ -­ - � I - W. =I I i I ­ , � � ­ I �- 2.000- - 7.0 IOr (�) KEY HOLE WHER Ji ---Mpj �, -� - 063, ---� (�) 'E' TRACK ANGLE @� 1a!-X-1WA 0 FLAT PUTED ; ODSS' (MI,. -` ­DW 4 GALVANIZED STEEL I �?44-,t 'N L017 p� WITH STUD I ) -, I- ) BBW4, ; ---,------I 0�� r1tv; , I I - " 0 4 � I -Mi., Nr 'ONT. rr � �, � � � � 8 ,Ca,.� ,- ,,�Z,7 - ­' - -t, I ' , -, , � "XVII.Ar ,,P - 1 �30-0 ,61AI. I.- 1*�.--- -.,- r, I .37$'o i L­ 41 . -. ­ -, - - --I r i­ I _, - � NO, 44161 S 4 _- I - � 37e I - Z . '.,a I L�'.' � . - I I- - S*� * "N E FLORIDA BUILDING IDE (Nigh V01001ty 14U aTNUT zOn#)I � ­ ­ ­1- - NE WITOM - -W --,--- I , I , -57ATE-of ln= TILMA Wt F, . � ,-I , :- , - NICKIL or PANEL !k .$% ..,�7�f - Hil's. WM NUT _ I_- - " .12 - ; IS7 - �� Ii,4 " 20 GAGE GALVANIZED STEEL STORM PANEL I K EY HOLE �. 0'�,, 4 lihI �� , - OWN ev, I* w­., �VO4 I, -- - - - - - - - -- ---- - `­ ---2DOi �w � �­� ��L - E—Co GLOBAL PROTECTION PRODUCTS, LLC. — AT PANE "�I I/0N ­-­.�> DATE,. f &&I .4 wa ­1 __ /JILT ,., .6"'A , - �!� ., \ AM &W. 5 STRW 145-sloo (1) 2"X7*Xl1A" ,�, "O" A ALTERAMmay. USE WHO NOT, W/OTUT -i - "LUT TESTINO & TENOWEDINAW 1PONWANT -i *2,�� - -1 - IT. - - -- W.- I'll )VIIIi PAX: USAi)M1a,4?Al 20-176 ALUMINUM ANGLE MONOLITIM WASHED', W1 ADIATIOWAL / �� - I PAT, --- - 1.4 -­ - ("I DAAW. I ITH . . 718`0*3132' WASHER (STAINLESS CA-0005119 - - I ;;R aAWANKL NII I STUL OR NICKEL PLATED STEELI- ps- SEAL/SgpMlTuAE,,T,ATE natra k, PIL , I - -- 1p",- ., I - - -- ---- 1 - - WNUT 2 ar n E I - I I ------- -­­- - - - -- -- IMALLATIO DETAILS EQ8 USU-IM EAN LS(1 & JA END QDSM WNLS IRRNIABON IN eM OHMM INIQ EXISITINQ POURED CON I= OR WOOD -W OR ININELMAI FEWAX to, I YAUD FOR WMA Lff SM M E-Z HANG MM ML 2M ­ PAIS OR a T&P-ORIP COMIGINEX ANMIDAS , , *`r * * I tSEE SCHEDULE ON " " AN 41�. - I � SEE SCHIEW ON sNUT a & 9) 7,� ',Z,, --,--& I *11i a THROUGH 1i i 1, ,., � ­­Mi - I , < - - - -1 11 I , , /2 . F�-, t-3 * - - -- --- I C�o � �� � �, � I I - =-, ) Al I,- " I I ==`-= , I -�, ­-"� I ... I, - � I . 1. � iA�_MAAI - @i`i-1 , -1 9=IQVNkP, i ,;� . I I E,� -11 "] %Z/ irz--=� I -so-, . , I -TTH* FMOURED : ; ;;;;; "I Q� 11 1 � �il � , I A=;J9, - , � - I � � L�� : � I I ' � I 1 E.6, `�� I �, - , � , I I I .1, �', k,��'� , - �': --� ­ - - =,J T \ I ; I "I i '. 11 � I 'iE I I - I i a ,-� I� I - - � i I 1 i r I 1.1� I , I I r 1.� I, � r I r- �- I "IJV--. -I I, It � -1 L lf4 I 11 IF 6, ." , i � %-.Gv,F,!%MD­, i R "`a- - .��LL � - 10 CONCRETE BLOCK ; � -<D, , -.-- 1, , ,-� - 1--im ; I 6 ­-­ I \ / � I 1 1 ­�=­J i I ; I PAMal��H) TANRE � I -f."...-"NIAA I I 1. 1, . �-­--­ .... A ­­1­1111- �[ . ../-,.:v ­AWA , i,.. I - 1­1 -- -1 W0AAP­ - , I I - I , 1 J4��Mll ALS, VT I 9 I & VIM i I QMA00ta X, � ­�" 1/2, 1 -114� .--,I � i , or WOM. i I - 1. - Fi , , I r. I' 0 1 WCNON. PAY � I i " 4 -- .,�� I = IO,OTAU I = .1.1.1.1 V , -1.XAW "111 11 L-----inn 0A, � I i A =%. - - Y.-- - , 'I -- I I � M . I[ -i - I t AN, . I r%,-.AIL - I � - T) AA 0 JFP" (1) I � - I - 1 `AT, S"'AI (D " I'lAIIa I I i '\ r, F. � - - L.A.A. ; I i 11 I "I'll I.. . . .. � . �,-`W:11.n . , e , , , e , e , e , , ! 7 1 ,� ,� ,� �� : -,/"-Z"i� I 2r.1a`­-- ­/71- .... �� - i -------- � .... �� -7777777 7 , I I A, (VEN, S`,Q "] I 2 -VI - ; ­,/2 1 1 - 1 j I I ;- 77,77AF7,- , �, ,/4' 1 1­\ -f,�� , � I 141 I , � - � , : `­ i =j1P1-.X= ETSIIMG P11RED EO `��' ,�� I � - , � - , , 9 CONCRETE OR � " - I : CA�� : I CONCRETE RUDOK , EXISTING POUREO­ ED i REQUIRED � �,� - MLL&") �1' i " � - ­1 � i I CONCRETE OR ------- - l CONICAM SLOC . . -'w--- I RIEGURM I'll 1/2- '-' - - 11 - -­ . W,WWAA = CALUL-IN OR POW77,74 -�;'-­­­­ ­ : K 1� 0'ikl - 'IF . 44-14=�, ,., 'y � ,3/4-1 Mis -1 �,I lW-MMA, .-ORY'al"NAIXIN I ­" . - " WICTATI. 0 �v "" :-"� - , 1,- IIA.-i � `� 7W -- FDAI V �".J�: ­- - � -:'� ` �,,', -"";, � �,, ,,�, PLUS 09 CF TAP -low I 'r CONCII'm "Mon 1 4 [,-,,�S �"\�,­11 -�,;�, -11, ,,,,,� W= 1 & -0 "' " �1- � 11 -] I "S Ml�lf , i - -.,- -- SHUTS 4 THROW 51) I -," Ws= ON (SEE SCNUUUE 04 ­1 I � 1,11 out " TINO !t NUILION1011-216i � _9 =4)1.10� IM A as" \ ,�'t SCALE 3/B.1' SOATZ 4/o-, - ­410, AIND, Q~ fle"Am'- 0"W", *0�l oiy 0 / - 'E, AW, %,,1==tN, X!, ­ F POSTING VIM " AN, AANII _WE DID F D. - EWE WN" � I I ENAZ 0 NEW I' WIDE A VIVISES A 1/8' ; - 0-6 . I TACK ALUM, TUBE Oft 11 4 - " (SEE SCHEDLLE ON p � i --" CASE F (PLANI -1- �­- i EASTARG Sn=O/ P t WOW PLATE SPAM - I SHEE-rs a & 9) � SCALE 3/16.1- I i,-\---T - -. � 11 -11-IWEDO am . I ­01 I * ; � � / -1 I ,�, - � NEW I* WIDE . VARIES A 1/8' I : �,,� S I AIJUA TUBE OR I' A VARIES , I 1- . 17 P I WOOD PLATE SPACER � I Z -, TOP & BOTTOM MOUINITINGS CAN ­ i COMBINED IN ANY WAY TO SUIT ANY 6 - 11 I BEHl-D TRACK � --, � : BE CASIE E (PLAN) � CONCRETE ANCHORS ,,;� I I, �-, ?". ,a I (SEE SCIIMULE ON ­1 ­-� INSTALLATION. I . SCALE 3/46-l' I i ZPXK Ca,l ,,,--- - a 140JOK 2) ]:�It , ­­ rt, A ! 6 1 TTWK C:ft4 I- % A, Tiq -� 0,+ 1 I Fc.o. . . . . x, IkL . ­::­ , A. I STM ROOM � I EX, -�,� , W, -W­,JND,,,. V .., '. e FLORIDA BUILDING CODE �Hlqh VTIIO.I�ty 14 cons zori -CIIACRETE�­ CONCRETE on 10 K I= I ..* . vavnI ltoiu;O� � F1. ,��S.M) I 31e2- k.� CONCRETE Si -"-,x ;3= IIIa". RECUIRM �', mimrs HUI - ' No 44167 % 1 20 GAGE GALVANIZED STEEL STORM PA14CL Z - Z DRAWN Eft, I X1., S�M�=X alir' - : * 6:-::�,�-Ve Z all"'rim - . -- , ­��-i;:� -, I.." \ LOBAL PROTECTION PRODUCM U,C. ,m. %�$% S Ituk-, .- / 11LIECO AM &W. 6, SAIDIT I ­­ -- - - , k.�. ., ,�r 4�Ao ­1 F­ M31. 3,w'n, 20-176 ... i­- ---- - -- ?*-jjY." ­WL - INWNC- "IMI "A'A 0. .......... I I . ,:Ai - ­.Ir- &17wwns -1 W =- -!=!! -�, "r WAITURIC ftlE ", PX- I I I I In - - - A I "nat, .n I I = In I - TROI EVAI I -�ATIQN RUORT NO 2 22-MT REPORT% Large missile impact load tests were performed under SSTO 12-99 standard as per section 16091.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report* 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, RE, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespecla, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 2-03 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-iO, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13,2QOG, , signed arid sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 1 OKM-1 3118, dated December 1, 201 0 IS I igned and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. 9.3. STRUCTURAL NGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchorspacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12118110 and 08/27113 (for this revision), signed and sealed by Walter A T-1111t, Jr., P.E. 3. MINILE I PAIC�Sl -17-AMM- N! 11T Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS.REBISTANCE: , 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, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1 0, 1 1, I 3 thru 16 and 18 of 18, of Product Evaluation Document (P,E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. rION RE � .­­ 3 5. INSTALL&TION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of I 8, of Product Evaluation Document (P.E.D.), drawfnq No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 1 3, 14, 1 6, 16 and I 8 of 18, of Product Evaluation Document (PE-D.), drawing No. 20-175. � t-MATERIAL-GRALRACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No, 20-175, Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. _711WIMITALTIONSAN-0 CONDITIONS.Of USE 7A. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilleco, Inc. and signed and sealed by Walter A. Tillft, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as definadlon section 1620,2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. I Product Evaluation Report prepared by WalterA. Tillit, Jr.� RE, (Florida License No. 44167), President of Tifteco, Inc. (Florida CA­00067119)� VII 0-� TILTF-CCA4MON RECORD8 I,P, E, REPORT.2( GALVANIZED S7EFL S70RM PANEL kDRW3020-1751i I------ ---- 1/4, 2/4. 3,,`I 4/4, 5/5, 7/5, 1 W/10, 2W/10. 3W110, 4INT/10, * 6/5 5W/10. EW/111 & 7WI ,-3 AMI ­-­- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9-­..­ - --_- J' WALK �---- , 1: ..,, � MR WOOD SEE SECTIONS OR SHEETS 10 & 11 ; I' Mai � . - 0 ,1 �f 0 6 0 1 1 --- --.-- 7- -, --l--7-T­ --- - -11 , � - --- - - --- � --IT D.M.. 02.(�),,@+ f 1­1­1- -, , ` 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 � . , - � 04-(�). (a)+@. (g) I I � ! I ,I ii " I [ I I I I I I I - 4 I I 1 , I 1 i I L , � i I I , I , I I I � I 1 � - I � I , � � 1 1 1 . I I I I 1 I I r I ! i I I i I : ; I , , , 1 I I 1 1 I i I 1� - � I I � I i ; 1 � I I I i I I I I I I � 1 � � I I i � I -T � �; I , - I 1 � i I , f I '- , --- 1 1 ED - i ­ 1 I ­ -- --- � I -- L -- '. ­ I - - I � �­ - i - . .,J­1� ­1 - L - L-L-11-11 i I i ---- ---- --!,- - -­ ] ---- J - i. I I , -- T, -,- - F- r -­ 11. I —,-- - � , I I - 1, e I - --- !- ----I- -T�- � I - -T- --- - : F--F- -- I --- 7 T - : �1 I I I � - I i I I l . . I I T I i 1 1 ; . ,I � I -1 - I 1 I � ; - I 1 ; I I i I . , ! i i I I I 5 1 - � .1-.1 , - - --- - -,,,- -* - � I 1 I 1 1 I I I I �-- - [A if-, L . I � I � I ,IV I 1 - 4 4 ! I ! I 1 i i W � tIi . --t- - --I-- � - I i �--!4 � I I i f . I ; ,� I ; � I I I I i I I I I � ! I I : " : � 1 1 1 �,& .. - - - - - - - - - - - - - - - I � 1 1 I TOD F I�wi.s I � : ­1 v � � 1 , t BOLTED, PANELS W/ 1/0-20%1- 1 I UNHOL I I 1­1­' 1 I 1 � 1 - � I AS I I I 1 � I i I I &S. M.5. SOLT W/ I(SEE SECTIONS � I I I "WINGNUrIS 0 EA, OI 3/32 1 �I 1 1 I I L , i , t APPLICABLE) I I I i I I I I 1 1 (SEE sEcnoNS AS APPLICABLE) ; � � 1 i I 1 1 . � , � 1 I ! � i � � 1 I i-111 I 1 , � , I . - _,_--I - I L-1 , - -I, -, � .. ., - - . - �,­�­- ..­J-1-- 11 j, - i - --- ---- L1­1 I ­1 1­1 � , - - - I - I . -, I T [ I - -1 �,,/ I- i - � ", - 1 ­ � I - -­ I -1 - 1 ­­ - . I . I I . -1. - � --- --- I-- --l- -, , 1 . 1 1 r 1 6 i F I � 1 I I - T I I " I ! I I i � I i I ! � I I ; 1 i I � ! I 1 i I ) � � I I I 1 � I 1 1 , " � 1 I i 1 1 1 I 1 . i I ; , � I � i � I 1 1 � I � I -i `--� I i 114i * D. I � - 1 41- - i L I ------ !-I r4l � � , Wt *1 �* i2� i M"&@,(�)-�&-, - 1 1 4" --- I i� -- * ­ -- Oi I (�)- @) - (�)-@ � & . !a,- 1 d�11' 0. I'll, i � I J , ­ ­11. -A-, .. - MkX - � --,� = - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, .,,.- MIN � � �-6/5 I IVi 2W/10, 3W/10, 4W/10, I 1 SW/ I 0. 6W/ I I & 7W/1 I I ��-__----- ­ -- -- -- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9 --- - - I - - - - I FOR WOOD SEE SECTIONS ON SHEETS 10 & I I REQUILAR STORM PA ELS Q1& 9- ELEVATION - ,,,�s 2,67' l/4' i GAP (MIN. DARAP -1 WIHOLE VAI I 1­1- I 1­1 I I I I- - I A � � I "Ir , JIM . GAP ! 0I �, ;k : .... I i :,0T;N>-:.­ L r,-- N I EN "`­ FLORIDA BUILDING CODE LHilh Yetacily NO iCane Zone) /-,�-. , --C�) 11 9 li� - - . , a2m TATIEM Aa F.P f : No 44167 '�, S� 20 GAGE "LVAI STEEL STORM PANEL Do" W: SECII10 � * 1--,**5 -- � 07/11111/2'" - N A-A:� *` GLOBAL PROTECTION PRODUCTS, LLC. am ALTIS� � - . -,o% A - W- Z15:k�sRxu !�� I . ATOO �. 51 STRUT � 4� - - -, - 20-176 - .11 DRI, .- I- — . k-- ODAWPANY rAAC 'L m' w I- . �111 - k- - IT. - - - -IIIL-1 .1. 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L--­­ i , I ,� � I ; -­-1/4' � ; I I , I ./ , � ­ i I *, � Z - so*, 1 �,� E � 1/4*-200/4' S.S, SOLT ,11 �. � " - I. I I , W., 'I - - ­U ­ � � ;2y I i I I I If-, � I �- - -- � 1 � I 11 - � ; I t, i IV* I ­­ I - �1­ ­ � -1-11.11-1-.- ­11. -..- - - � �­, ------ ­ - .... . ­ ­ - -, - - ­ 11 ­ 1�- �- i i I I � I � O%E ANCHORS— ­ _V4SBJ ` 0 I2 1 0. C. � j I � CONCRETE ANCHORS � �-- - NU SCHIEDUAX ON ANCHORS I I CONCRETE 1/4, � (SM 300i ON I SHUT 9) � ---- - -­ - MAX. -- , U (SEE WHKAILC ON � Slw 0) � I &I'm 4) i . I 49:=X OR 2ECTION A=A (is.) ---PnRED CONCRETE OR -----&fl9TFONG MW 00 RUNIPM SCALE V32'-]" 0 CRIFTE BLOCK REWRED 1111929M 41BOLIPED 2JELa AND "LL MPUNTING pl%� IWSECBMQN BN Sews 3/8-1, ll�ON SECTION 9 SCALE 3/8.1- SECTION to SGM-�LOVWXIAWI, 11 A. T1 , � * ... ��­-.. . 1. " FLORIDA BUILDING CODE (INSIT Veto III city Hur cona Zono)l ED. - EIDGE DWANCE ( SEE SCHEDULE ON N TOP & BOTTOM MOUN"R,NGS CAN OF . 1: �. ' ' Z ., 44167 % I = �A,: . - a * --- . - . - - WOTa Ti - 20 GAGE GALVANIZED STEEL STORM PANEL - ­ 11LIFECO.;-- "" �� GLOBAL PROTECTION PRODUCTS, LLC. \ 11 ORAWN IN! 07/14/m Wt.. SHEET 9) I COMBINED IN ANY WAY TO SUIT ANY tSISYALLATION. . - . I IN. 409 S.X $I SIRUT .. � SO, 11 9%M " co= DW,- F, MIA 20-176 1 &�Twr Y. = PHOI� (04HANT-740i MAY 05-TINIS-10" , PAT -ATa- A­ Oft) A. ....... I.A.I.A.1 - I- MWIN; MAI I � I ;I1,4%,11.1- LRA/TMIF OA­,KR.F, I; *ALT&P A, III d'. �X - Maori - � I ZZtZ:Z1=-­ "a . I � -6-0 (3) (3) = (1) —a — M > 0 (3) = -41-- -"—' 0 = 2? (L) " CL C= 0 —0 0 (:L) = CL CU —0 L— a— - 0) -1— 0 (1) a Cl) (1) rt-_ = (1) —0 0 —0 III= —0 = 0 0 EL —0 = .9? a) 3: M = 0 .O— — CU U- I.+- 0 — C10 > M . Cn 0 (n " -11I.-F CIO I- 0- - -9- � M -0 ,i .= - -+-II U) 0- < I% 4 Z mi =1 R� C%A -----'�(� .P- CIA Q� = >1 LAJ E', - M 6 - = = =- CI- I= cu LLA 0. - Cn M C-;;I i LL. 11 I= " ),< ....; Iin - = 0- cc cm " Cn V) .0 CA4 - " = cc III= ?,� - CAM rd -T W CL 4W a) :3. .= = - = - = = CD ,= 10 := ,,4 CJ -r, 3: cc 3: 1I... 40 = f W .= , 5: W W I= = = ::,. Va = - T 31ft " a = = E M C, a'- J.2 A- CE, U) L. (1) M a) C: co 0 " " :3 LL1 M < Z Z < -J 0- -4--i (1) (2) _= C/) co > 0 L- CL CL < -6-11' 0 =3 -0 0 L— n (1) C/) CIO M -1 �----- f-1 - - 1� - — -I-- - — --7— - -- , — — — --- - — — - � -A I i lh� IL,:'.116 "Lh,�,11i]:"il. 11, -1 I Ll "AT''": IiAi. I i F I ., I I I 1:, I , I-1111;7 1-11 I , I SHEET NO. SH 1.0 SIX eml0w 1, a A, I wt SHOTT 4 WALL AND FLOOR MOUNTING INSTA LLATION FOR PueOREDUIX ON CORA" *Omm (sm som" ON SPLIT PANELS S-w 9 A, so CONCRETE 1/4- M­ WOUXAN T- r TIM tv� .U,. OF T �] 00c9m CO.C= OR `k`OU` FAA. IA00, MIN' T.I OR m - S~IA 19M. - .1 I/A- MJED "04 A. c,, v IIk of u 'AND. - OF Ma W.. -� I"resUl4t A 2 0 ­k 17 Aj --7-7 J1, (kvo�`tuw) FOR uIt am PA EL UDMON B"ut /111 SCALE ewe OF DIJA" W X-M MULLION SCHEDULE SPAN 1) a Min. TUBE mULL*N , 4, , �'. F , . . I/a. To 5,-,w 2* To 2- 5.. Ija­. 4' l,4' -4 c No. 44167 > W-10" To W-O' • SPANS PGR)��. =fpRESSME RATING Up It sm-1 NOTE MULLION CAN ALW OF. gi4rV W�c APARRS ON TOP OR BOTru SO THAT IT 5 To AT TOP DORTON OF OPENING - (OK PANEL OPENING Ill TUBE 100 & WTIOM) FLORIDA INSTALLATION DETAILS FOR REGULAR PANELS(ji & J-h INTO EXISTING WOOD STRUCTURES f (2) OIr 05- J -7 ITT 01 -47 WALL MOUNTING INSTALL09H - ALTERNATIVE 3W - WAL. Ile - IxYe mMrrs BUILD-OUT MOUAlaawA la im TION Ajmmmm I WLINQ At FLOOR LtOWaING WALL.. Y FLOOR MO UNTIN WALL MOUNTING INSIAUMN - ALTERNATIVE 4W INUMLMNS - ALMNAlIVE (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE, 1/4' 1' WSTALLATION - ALTERNATIVE A.S-D. DESIGN PRESSURE RATING) SCALE 1/0 1' SCALE: Ile I- / sawn NOTES A T F1.00A MOUNTING SEMN AAW SCALE, I/C - I- 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH XS.D, DESIGN LEADS UP TO 455�5, -72,0 Ps... AND PANEL'S LENGTH UP TO 8'-8'. ruEN FLORIDA BUILDINOT CODE LHIgh Yaloclly Hur cone Zone) 2. FOR NEW w000 FRAME. CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN V20M nLTM� NIT PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 20 GAGE GALVANIZED STEEL STORM PANEL r4167. s DF(--J- s GLOBAL PROTECTION PRODUCTS, LLC. Mi[ 11LIECOT\ lop BOTTOM MOUNTINGS CAN BE TO •DAWL FL 3"14 -176 .A- - ek"', 20 COMBINED N ANY WAY SUIT ANYAL INSTALLATION. AT ­m 2 B711 ` P-L MAXIMUM A4,12, QUIGN 2=5URE RATING (p.s.f.) AND iNG MAXIMUM PANES LENM "L' SCHEDULE AALIO ONLY FOR PMa-q'h " W51ALLATEM AS PFR SPI'TIEWS I TURIJ 16 ON cIUFFTK A A A, AT mAxwum A Ix "UT."T mA,­ RA rx'. am OF THEM +MA -72c 7-%r OR LESS 2 T/V vmwLTm I THRu 5 A. .M5, -72,0 �7`­5To W-e V- 2 umaxim I THRU 5 k 7 .55.v, -720 ff-ff"70 It'-2* f 2 1/2- nip W!XK,,, .4&a" a ",-. OR ESb I 3 4Ix sop I � tLTN I B. Q A To SOLTED */ 1/4*0-20W SS " A, "NIOW. AT OVETW* AIMUDIM OF PAIR (VALID ONLY FOR PANELS (1)& 9 MTA"TIONS AS PER SECTIONS 1 "10 7. ON SHEETS 4 & 51 MAXWvAd AS. a, DESIGNuPcoN PRESSURE RATING (0. 1) WAIRIM amm swm FOR ED. - 4 'Ir - I :I'T=,, 1, PANEL ANY ComaINATKIN LENGTH (ft.) Or TPtHa kplP(� FAhEJAKRE IDA" 0 To w4wm 10 CONCRETE BLOM 10 c o"Amm OD"CRETT flux, C TO OWAM TO CONCRETE OLOIT, TO CORP" CONCRETE 9L.10"CK 1/4 N/A N/A WA N/A W N/A 61 N/A I (TOP) or N/A NIA N/A N/A r N/A +55-% -72.0 r AIR N/4 W/N N/A N/A C -A jklOOP) 7"-5" OR LESS 11 LESS N/A N/A WA N/A NfA 6- Ev v N/A N/A I N/- N/A Q. 7 -0.) N/A VA vw 6 T/4" a I/,- ¢ 1,4" 6 1/4' SEE "M 10 J, 11 FOR A804M TIRE A SPACM M INGTALLATOM INTO WOW "RAWE VINUU11 AFW SPACINO AND MMUlit OR OWANCE ARE WMM M OON SOINEDULP, 4: T WLESS THAN 14MOATED ON SONOXILIT REDUCE ANCHOR SPAGOV By WAIKYM SPACING SHORT ON SCtMOIAX BY I mmovivic' FACRW MR Ties QPMTON To Or PollSOUL REDUCED SPICING OWNWO um FACTOR WALL NOT BE LESS DON 41001"N SPACING MWAT65 FOR EAFM ANCHOR TYPE AT AN(TtAIRS LLYIEND. ANCHOR Tin 1/4'. Iles - Tk� Wj/Lj� 1/4, 4/41. 1/4.. On W.Ow 0.4 "m NA ow womm FAClOtt I jr 2!- 1.01 . 5/9, Iowa BRIM ksk" W/ INSTALLATION DETAILS FOR REGULAR PANELS(l :/41 ;-sv/�W4, O.C. MR PANE? LENGrra UP To 6 1/4' O.C. FOR UNMWS up To 8*-W m­ ON ITTA-10 INTO EXISTINS WOQD -STRUCTURES PAwaymm FIVIALL TO OR $1 ,�X� 0 12 Ilr O� C. w" I I TO WADER UP LACI-RwrOER�NJ, I ANN Ila t. r7l, F& r Nona voi Ii rl EIIJSOL ER ED em WIN`" L �-J ALTERNATWE 2W 3 SCALE .3/8= I, SCALE 3/8-1- sclemux ON SIM a TO MAW, i SEE SCHEDIPLE h sa-ON SWEV A FOR mAFLAMON TO OLIm EOF� yy Eat 10' Fo 1/4 Lo. 9 3,/&* LONG &USS IkLArTM W/ i/4'k-204'S. W-5. 0 6 1/4* Oa FOR RA LID19" UP To 5,-C, AND a 1/-* G.C, FOR LENGTHS UP 70 $'-W ft, OR #14-10 RANIPATE FQA TO OR PAREL"m Rum a 12 1/2. 0, c, WITH I "EADED PENETRATION AT j� PLATE ALTERN&T& P SCALE 3/8.1' LERNAWE ATaVSCALE 3/8-1, OF EIDSTING WOOD FOR ALL LEMVIRS UP TO 81-8* ALTERNqVE WOOD.-ESAME QIRECT MOUHI!&,MLLATION • C04DITJOINIS & AJMC�OR LWATIONS NOTE : SPUTTER TRACKS NOT SHOWN FOR CLARITY ALTERNATIVE "TIT 3M-I, §W SCALE 3/8-1, N 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WIN kDESIGN LOADS LS.D. 4 --� •-%- UP 70 +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8*-8" FLORIDA BUILDING CODE �Hlgh Veloolly HUI "Gone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUT14ERN 02m TILT w- Ftom PINE NO. 2, W/ SPECIFIC DENSITY OF OZ5 OR EQUAL 20 GAGE GALVANIZED STEEL STORM PANEL - GY NOIE EUR COMBIN9QN OF SECTIONS: S! ST Of - R0 Z��� GLOBAL PROTECTION PRODUCTS, LLC. 4m S.W. b STREET Ira DATE, 70P & BOTTOM MOUNTINGS CAN BE `U.UT TIES"NO a �� colikAN', OkWI `L, 20-176 COMBINED IN ANY WAY To IT ANY hryA -Zv­ 4�vk. 'NONE' (04)M-76W FIX, OF.- kkP: INSTALLATION. HrtF atok- Z 4ARIEJOAIE WATER OIL, Of 24 M AM$& DE5WN PU=R]E,, MING, (aadj AND CORRESP-QNDING MAXIMUM ANCHOR 59AGING SCHEDULE EQ8 MULAR STORM PANEU (I & INSTALLATIQNS INTO EXISMNrz ONCREIE A CONCRETE RUCK $1RUCTURES (VALID ONLY MR PARELS(D& @INSTAUATIOMS AS PER SECTIONS I THRU ID, ON SHEETS 4, 5 & 6) WXMIM AWHORS, SPACING, FOR E.D. Z 1/2- I-So. DES" IT TM -GRIP CALKER PANELUXTE FDOLL .0 RANOXXTE PLUS Sow SET APPLJONILE TO SCCnm I & MAJI'mm PANEL PRESSURE RATING To TO TO TO C04CRETE TO coiCklm to CONCRETE To C. .5. TO CONCRETE I com:Fm To To =Ncecm CONCRETE AN, comemFolk LEN0,, v w) OF TICU (P-W come -WE I CONMETE W-= CONCRETE 0=K SLOOK MOOR sLoo, Doom 5 NIA N/A NIA 6- N/A 6- N/A 6, N/A !/A N/A I (TOP) A- N/A /A er v N/A j NIA I BOTTOM) X/A R/A N/A MIA 1. N/A fi. N N/A N/A 2 (TOP) N/A N/A N/A V N/A N/A 1. NIA N/A N/A 2 (BOTTOM) +55.5. -7zo 6* NIA 6. N/A N/A ii. N/A N/A NIA J & 4 (TOP) >7'-S'TO ff-H' OR LESS -e 6- 6" IT. 6' N/A N/A - .5 (BOTTOM) er NIA 6� N/A IS, N/A 1. N/A N/A N/A I (TOP) fr 4- %/A N/A 6. 1. 6' 6. N/A N/A 4 & 7 (BOTTOM) NIA N/A 12 1/2- 6 Ile 12 1/2- 6 IT/4- 6 Ile 6 Ile 6 I/e 6 I/e N/A j/A 5 (TOP/BOTTOM) +50.0, -53.3 NIA N/A 12 1/2- 6 1/4' 12 12' 6 1/4' 6 I/e 6 1/4- 6 I/e 6 Ile 141A N/A IF crop/BOTTOM) W-B* 'To W-2- L55 0. -12.0 /A N/A 6 Ile NIA 6 Ile N/A 6 Ile 6 1/4' 6 1/4. 6 1/47 N/A N/A 6 (TOP/BOTTOM) TO I l'-2" N/A N/A N/A N/A N/A N/A N A N/A 6 1 1 a. 9. 10 (TOP) .43,11. -48,0 s' e N/A I N/A N/A NIA N/A H/A 6* 6 1/4' a Ile a (BOTTOM) OR LESS ­E. 4. N/A NIA NA N/A. NIA N/A 1. 1 1. 6 Ile 6 I/e IV-4, OR Lm 1) (BOTTOM) N/A N/A N/A KJA N/A N/A N/A NIA 6 1/4- 6 Ile 10 (BOTTOM) SIR SHEETS 10� 11 AND 12 FOR AWORS, TYPE At 94CINQ FOR fW0 WOOD FRW BLIUMING. MRPMUM ANCHOR W44NM AND MROMUM EDGE DWMKX ARE 4110"TED OR TtTIS SCK(XAX- FOR F O� UM JW WbICATED ON SCREDULE REDUCE AWXOP SWING In MULTWtT104 SPACING SHOWN ON SCHEDULE fil TIEFOLLWNG FACTON� FOR T�M OPERATION TO 69 POSSIBLE. REDUCED SPACING OBTAINED US*% SHILL NOT HE LESS TRW WMAUll SIMCING Ift"IM FOR MH ANCHOR TYPE AT ANCHORS LEDESKI, ANCHM Tft ... I/e. 1/41. le. TAPOON aw-ORP �w sow-ut %%ilk NINI"y 0- % NCKR VACM fil) 3 3 3 3 2112 3 3 3 FLORIDA BUILDING CODE (High Valotl!X Hurricane Zone) A ./2 r Ac 7 0 If IF AxEco, 20 GAGE GALVANIZED STEEL STORM PANEL I-P Dw- s I L E C 0 1 GLOBAL PROTECTION PRODUCTS. U.C. a IN `O�ik aaAM COMPANY TL 4 AAra"Ali iFF Re, ("0614-w#7 Ok- -,.k 20-176 wMIR E, En. OF"j- MAXIMtne NfA NIA I I : I I Y-4 1:, 1, 1 I I : I I Y-4 1:, 1, 1 Mn a Ifs INSTALLAI19H DffgLL$ FOR REGULAR PANIELSCL) U INTO EXISTING WO STRUCIURES 51 j(14-10 PANUMXTE PLUS To -414 -To PANELAWE PLUS D. iw/ I 7/a, wow 941�1. N. EDPENETRATION 7O THREADED PokirmiloN To MTM WOOD HEAm EXISTING WOOD HEADE14 REOVI 71 ENISTIN11 "GO HEADER is f ! I 4 ro Jz%i CLEW "Al At omerERr - 6 1/4- a /A 4 04. WOOD WADER WOOD WAGERit REOUIREv­REQUIRED 0 cp SEE scxra�E ON SEE SCHEDULE ON F wl," OR OR X11-61 FDEEIFEDUALKE004NN To GLASS, -TO A - k'". PANEI If MAX. PANEL LENGIN 4 MU. PANEL LEIKITN (SEE NOTE 1) (SIT NOTE 1) (SEE NOTE 1) ­iwiay. Sox DON sm OF 'L' G 1"OF 'L'MAX Noii 44..3/32' WINOVlASItER N 2 NUT 6: III & I - _j LNG scftws it 0' O,C. WIT 1/2' W WOOD PLATE IFAW., IUN THREADED PLUS RECOtRID L PENETRATION AT Ewm REQUIRED a a I/*- G11: 1 7/8' 100yeam OF PLATE lee. LAG SCREWS W*1 JJJ MID WIDTH OF PLATE if D.C. STAGGERED L ED R"IDGN AT MIDWWH OF PLATE ALTERNATIVE 8Wr NTING INSTALLATION DIRECT MOUNT 1HUAUMN Eva 3/3-1- J&mm Bw 1, INSTALLATIONS FOR ALTERNKITIES OW, 9W TOW ONLY VAUD FOR BUILDINGS WITH AS.O. DESIGN LOADS LIP TO 443.8, -48.0 AND PANECS LENGTH UP To ig*-e 2. FOR NEW WOOD FRAME CONSTRUCTION'. WOOD MEMBERS TO BE SOUTHERN FINE No. 2, w/ spEcirtc DENsay OF 0,55 OR Souil-, FLORIDA BUILDING CODE (High Velocity Hur i4one zone) No, 41TES::*E 20 GAGE GALVANIZED STEEL STORM PANEL TOP & BOTTOM MOUNTINGS CAN BE GLOBAL PROTECTION 51 LLC. CITE: COMBINED IN ANY PRODUCTS, IL ECOmc, INSTALLATION.AA c> 1 �14 IT FIE 20-176 -­­ PHONE. OA64N*2-?AW P� T1 - I - I - i 1 11 OF C- CD > (D LC:Ro 2 m -0 _CD 0 0O C: 0 0 0 > 0 Cn 0 110- c < r� W J C14 C= C*4 t: AV CONCRETE ANCHORS CONCRETE ANCHM kFTR CONCRETE ANCHM: $a WIDOW ON Slim t4; (SEE ScIfEcuu: (SEE Scmua ON- • FOR WOOD ON ' " 1 &MONTE ALTERNATE DN-\ 1. 2 & IW/15 8 (8 1 SHEET 14) LOCATION ION DEMILS E-OR OPLI-0 # I FOR UEE :jAEETY STORM PANEL SYSTEM INSTALLAI AT r 2/4� W4k 3/4 4/4 2 1w/15 --AT END PAN�L(E� END PANEL W/ ROLM ONCRUF r*11 1.25W• INIQ EXISTING WOOD STRUCTURES I I I I M UVERLAP sTms POURED FT-M� . ­­ ------ � L ­` ­ - ID Cn 5/8' hfi� (CASE 1) woos 0 vvVf1 11H i I I I i I I i 1 11 (D OVERW filYt02 1/2* a C) IQ HOW FANLL qw" PANEL) 1) -T sec satoma04- SOqvULE ON- I i I I I I I I I I I 1i I I TEND RAW TO CLAW an t III 111 11 11 171 41 SEE SEE No 1 4 'CA n6w*, jFOR 01 1 01 INTERIOR PANEL INISTDC PMEL TN I 1 7 SGIIEDULE #11 ;mwuu f I UPS 1/4 pN To OR 4013 SC (Ste T/14A To 6*1121P 0 ANCIfOR ANCHOR FOR #2 q4t, LI OR DIRECT MOUNT SPACING SPACING ffy PFUMLE TO SCHEM" OUNJING INSTAUATION (APPUCARLE tj -, I -�-[ITF` - 11 - --- ­;' -J.-x ulm-­ V REQUIREDWatTYi > IT IN" RNATE LOCATION SCALE, 3/1 er - I F111ITZ L Tj IL I WALL M sexe. J1Ir - 1* 0 SPACING SPACING WIT f I 'D 14 of ALTERNAINE ALTERNATIVE 2 (ME DE'AAS 4 MAXIMUM AASA OESIGN EBMURE R91NG (Ra.f.) AND GOARESEOND1W 5 1 MAXIMUM A.5.0, DEMIGN PRESME-WING fgal) AND on CONCRETE r MAXIMUM EANEL LENGTH "C SCHEDULE INTO BLOM REOLWALL 99IRRESPONDING MAXIMUM ANCHOR SMIN9 SCHEDULE ATPl MT. 1m) ?A14� 3/4 OR 4/4 W/I 2 & 1W/15 INSTALLABONS IBIQ CONCRETE A reONCREM DLQGK STRUCTURES Si�= ON SITE[ 131, ism L0.1/4. -/A, 1*,. 24 "1 5 41, U) SEE $cWDL" < Mow$- - III - ALTERNATE LOCATION sOFAAA`O` --I ON In SQFETY PANEL L.- To Qum MR AREA W/NO LIFE SAFETY PANELS LOCATION (SEE NOTE THROW) I. REGULAR PAN W/ OR SAFETY•wxmw A.SA TAPODN OF TAA-w W`N ThANHA&ATT FEkiNE 0 PLUS 10 aAss r IT L ARRUGMKL - I - 3/v W/O REGULARUTS RACKS (SEE NOTE I DESIGN 56 SECTIONS IF WMW PANEL ED' to To E0 BROW) LAST PANEL P TO BE IWSTAILED PRESSURE TO To To i to TO, cam"ATM uater" T7 (m) CONCRETE ANTHERS - /ORIA Com� CONCRETE TV �1' , , ToNmm 10"111 awmErl OF THU (SEF SCMEDULE ON un SAFETY PANEL OPENING SKNJ. CONCRETE mom SLOCK SLOC, HOT SHEIVIT 16 FOR Am"ORS TYPE 1, SNC" FOR HWALLA13ONS INTO WOOD FIMME 8,40mr ED S'LL FOR __!/A 1 2 (W) E.D.ELESS TIM MICATED ON SCHEDULE REDUCE AWONOR SPAITR4 IN 4M"LYING SPACING 5!--W OR LM *IOWN ON SOWDULE BY THE FoLLOWND FACTOW FOR 1. O.OIN 70 HE P0. J SHEET 4) POURED Cckflk� QPTION #1 FOR IF 5 F STORM ALWAYS HE- W L - MI"Ak ANCHOR SPACINGS MO MINIMUM EDGE OVANCE AM *IDICKIED ON TW� SCft TO IF = r N/A N/A N/A 0' NIA ED REOUNEDRCae ANCHORS TO BE WSTALUED OR REMOVED FROM OWE -9 9* (D OOK OF STRUCTURE -55.0. -710 7. v I (BOTTOM) REDUCED SPACING OWNED FACT" SNALL NOT BE Lm THAN OwIllum smow TYPE AT AND40M LEGEND, 0 $. OXATEO FOR Em>` SwIn'.) ELEVATI N/A N/A M^ N/A V N/A N/A I a 2 (TOP) Wool moubmw anAuAno 9 1 IgOrmu) , I LOCO PIA:tE R L- WALL WALL AND a= MUNINQ ION SCALE S&O -72,0 ST 7 1/2- W-0, To r-e J ANOW TYPE -.2 SECjIQN I SCALE" 3/6* - I' - SECTION SCALE: 3/r - I" III N/A U., GAP , N/A NIA P41A N/A 1 6" N/A. I & 2 (10 GAP +SSG ­72�0 7'-S' TO R`-rran. NRsnm 3 3 Cu (I. V-\ It om 7 6* =8 V a" , 1 (0076.) V LITT SAFETY WOW PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) ALTERNATIVE 3 ALTERMT OR AS AN INTEIMOR PANEL j PANEL LOCATION IN BETWEEN END ANRS C11 EA OK "w"m 4 r 0 r oC, W/ 1 1/2' LIFE SAFETY PANELS MAY OR (ANY NOT BE INSTALLED ADJACENT TO RF _GU_A�PANtLS RFADIRCD (W/ OR W/o REGULAR TRACKS,) sm molt 71 1 /r OR U) UWWM A", AX fAW 4 $IV W fXXI TOP OF A" USE A MIUD 0 r Mn NkOkI !%Pt AAATU) AP t�U TO r 0 6' OX, CA I Ufr Eli PANEL CONSISTS OF O.D39' GALVANIZED STEEL STORM PANEL AS SECTION 8-1 m" _ SEND S # & MA)OMUM PANEL ;WMAIAX nDMLF TO 00 ALTERNMIYE WOOD FRAME ONDITIONS A ANCHQR LOCATION CIO PER SSW 2 OF DRAWING, SCALE 3/32--l' PREWURE ---fA-PWN Q4-IN TAPMN r�xlm W COMBINA'AOI LENGTH "L (10 IN PAWLMATL FIUS 0 s* Ozz 1 1/2' W,. ,TSIELF To To TO 10 SCAT, 3A- - I - THIS TO BE REMCIVED OR INSTALLED FROM THE NSIDE OF CONCRETE OF THEM N. TIQ A`- THREADED PENEWTim to ING WOOD STRUCTURE. 422JAI"p NOTE S�UTTER MACK3, NOT SHOWN MR OAR" 2 OF THIS OPAVANG, +45.2 4 1/2' 1/2* 2 (BOTTOM) 7'-6' LESS TRACK TO BE COMPONENT (D & SCITTOM TM` .1z - *' I x WALL MOUNTING ;k. T1Q/ 1 UVE e 2 (a 7'-6* OR IF +52.a -MO DNG IMALLA-1-10 HE jw U�Ss I I , 4 ui Co . ............ WALL OR FLOOR MOUNTED FO No SECTIONS I IT +S" -72-0 2 1/2- 2 1/2' e 3 7/2, 2 (BOTTOM) 7--fi- OR LESS t7.-`N)pENSp '%l -itS rtgALTERNAIIYE 1W ON SHEET 14. LLO"•ve - 11 z 2 ON THIS SHUT, AS WELL AS DETAILS I & 2 dr., 2 1/2- 1 2 (BOTTOM) p7'- T, FLORIDA BUILDING CODE (High Vetocity Hurricane Zona)l 7 FLORIDA BUILDING ME QNG tLh Velocity Hur Icane Zone)l 4- Mi.. LENGTH FOR COMPONENT (S) IS 15' FLORIDA BUILDINO CODE (High Velocity Hurricane Zone) TSS.O -72.01 2 1/2 N/A N/A Max. 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AND RANEeS UNOM UP It fV-ir- DESIGN LOADS ., � - i I - 1. . I __ ofta zone) ftmo, z .1 NO, 4 - . �*z = Q= #K, CA 20 GAGE GALVANIZED STEEL STORM PANEL 2 FOR HUY WOW FRAME CVNSTTA_XUKTN,� Waco "AN"Alo' To BE SOUTAAUoi PINE NO, 2. W/ SKE"r DIDWI), OF O.w OR rouh- - ".. _____ � 1 , ,. I .' S1 I 1� si;�1�4 __ _'�Z:��:> , __ %�A%� 'q .", I , '9' , -'�, P"r.-' - - OAAMI LW_ 11 or/m/ama GLOBAL PROTECTION PRODUCTS, LI.C. WE / T1 --LrF.0 —0,.. - \ AWN, %W` 61 sm"Er A Am F, 301. 7 , � , ...- / ", '331 I tl\. &&Tm"%* _V.- �_ - AIM w m twMIEW10111 20-176 Rq*vnrNAl wt'!!� P'ow� Co.) — Pm -Im - � FRO -1.1 I I 111111,144, LIIA - � t- SaM,`VRAATIM1V.TE . - ­ -, ­ - ..... � , - 1-1- PA-00MIS *-.1 � -4-- I' WALTER A, TRUT lk�' C � -am J4 A Wliz I - I � , - d:t �Mj- I COMPONENTS FOR SERI , (SCALE 1/2-I-) � - ----- - z5pI'­­ :I- - "'w � �--2.5%1'- -I-,--- -1-1 -- --- -­ I I 11 I 1_11­ ---- - ---- ­_F5,19e ItWAL WWH�__'­' -- -- ­­­­ ­-, - ­­­­ -1 _� t i I '�_' I � , __� O-O' �____ ____ _­1 , E WWW� ---- - ----- _-'---­-----­_j i I '____ ir__­2 __­1­­­--"--­ ­12�Gaa_ (E`­'ECTN %>, I -�- : L-­ - ----- ----6 114� - - -,--- --- ­_ i I I — 1.3r* __t'34�0'� � I 350,-- � ,Y400, I fr-f � i � � � I I , , i ', ! � L , ,1 � I i � I � "I - " I ' I "PII, !I1 � i - -, I . L IW ­�-- � p 11 � ­17'5�" �0 _'�� �� A)F51 I DO. xi - I I - - I �� r� r. , � I , � f , I 1 / I - 3,E4v 1 — z � - � 2,=- I fle, , ?* \ z4sr 4, Ailn� -THICK NP-11, '� i ZODO, CALUMIRM SIM 1-1 N= \'tr 11 � � 11 ILi44' ' I **'i-X­ " 1000 INP. \ _�' Asm A-M ' � . I-R. +R � � " - - - \ a J I i I I I STE � � - /��- I �__ i�i;iil� I _1 wAn. A ` . I I 1 4 I L_ N��___ '25. �� __ - � --------- I . ___ ------ I \ I � � _'_ - , , _S L,jiIa- t_1 - \\\ I " � __1­_­_____ 2w----- - --- -"., ___ - �250­l,__ 1% � ,-­2�470'---� -1.1 . I I (Dam MHE � -'_---2'47O`--- � w (�) RMUED 'Kb: IWK (i) - �_ '-'-"'� ',1 I �_ 'NW! PSL�" "�"". �'-"`_­�".­' I ­1 *1 I'aww rbuE�' _" I -1 . . I -�> "I �- :' C - ' I - - I , I - m� - .� - �' I _­"�"v �hi'r ( �� - � , -, -O.M N_';' i-, - � //<�_ 4$6 ­�Z' '*�_ I e , , _'� � � zl�4_�"�� A25" ';w �_�_' 11 H - -- ' � * I � , :� /' -­­ UU­IEq,-- I -ji A� 1 :1-7SO. � fl- � , I 1 1 � i '%k i � 1 ' 1 ISQMM YIEW WhIL 21BIV 1 ; 2�'OO- I! I 1 - -"- � I ROUNDED CORNER 0 ENDS Or PANEL'S I ",w A END UP W1 HEMIAM EDGE. ; i j ISO, i � I 1, - ' -1 - -11 ,I i _ji ____________________4 11 =--- (ALT'S) i__Ll J 1- I -VI w V - I 1 I _210w�'j 1 �101_3 -, - "'_ - _-, 5" M_- -- - - -1 � -1 (�) .1! , --ta" (�) U Kit "/, W (�) - H r- 125' 6061-76 AlUm. ALLOY f ill � I I - —=:; 8 � — ,I ", ""' R - /;r'�'���P"� �!P' 11 7SG1 .. ,N- . � . I 0515, Utz) 1. '� 10 I [ -1 L . V\�'Ejv*'-��" T I I �' ] I , . e'. - � � i 1 1* .-. I's I _� : NO, 44167 % = ------------ j L- -1 I_ - _!:::::� * I - - 1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -1 11 ­ 4 -I _m­­___ 1 ;__11.7SO­_ - w I-- --- - - . I I I I - - -1 - t ' 1 1% � FLm m3m ok" 20 GAGE GALVANIZED STEEL STORM PANEL " S ; . TATE OF �,',�j __ L-3- M­-----I , - � , ok"N'b". _? .. � — � � .� ORLD I ,1. - _� if �' I-. __ - � GLOBAL PROTECTION PRODUCTS. LM 0 rxaam (w - Op_ NAI, -1 ,' 11L1IL%.%fjHC� AWMA AN ) ST "�' 4100 sm, M MRW I I' LONG NUA, Em" No 041C ,L - "I .�_ New (W)m ax jW.MIA-amr, BID 'l, ART - Tso' 6 63-15 Aturn. ALLOY 11 I-& - "I _11"', , - — - - "M PA -A.". PE wAF/%aA.TumzjLAm I .Am I L" ,,_ "L _2 I a'. a 1 17, zI m 25 :W2 I ,,,*- I �� �� � � � � !� �� �� � � ������� .111151JIIIL __� LL&UQN_,D.EMLS FOR OPTION #2 FOR IJ!"17 SAFETY STO8M_±AjNLL=1Em INTO EX "TG POURED C0ACBjjE_QR_QQN1; ��K S�T� _____�J�.'. 1,1,�.. UIACCIN ANCRORS I — - - ------ -- V4 . IAMN .' , IAPCON NCHORS - ,Hm , T , ___'_;2� � *I, . D.C. 0 S O.O� ­ A I I 09 O'C' A, 01C. I I ! "I i I �' '�' I �� ' . 11 Romb CONDOM 7MRED"MtRM '� 11 POURM GONCREIL, j O"'C"m � �� =GRE. � t DR w =m' I 1 �' � EIS I I OR CONCRETE i j :1 ' 11 " f-1__'_' BLOCK REQUIRED ; BLOCIC REOVAM i -1 BLOCK fma"ARE0 e --c I �� - � I - 1/4* I I I I 1/4 i j 114- 1 f f 1/'. " j " ! I ' � � I jK0­'_ mq!Ir'____ - - - I i I I 1,m�_­­_' I ! I , -I I I I ._____� i i 1'111� � 1 I � � I � I . : I � EA � & �� I � r I I I � � lro* I I ; 11 : ; I - I I � � ' , I I � j I I i _. i ­ I % I � , 1- � i � � � I "I'll 11 , : ; . ", � i � I 1 i � I � , - I � a � ,�'" I I ; i I., � S� 7 �s I I . I I I � � � � � � I � � ! - I _.. : i ; ! . i -<I, ." , i �WN' : ; _0 I : I Ail, .y"AFmi . '� i _G 1- zmr. -1 ! - � AWITA, - , F ; , t T F I- Aar.m I - t � Auen, IM I � .Y., I 1 [a I t8 ; � � I h I ; ' - I* I I � I - 1 ; 0 .. "a'"'M I � � I I ft _G1r I ti 05 Ni ICFSOI ='""`_� � � I i m G"'4 1�1 I � I � I � I - I-- � CLASS , 11'w � � � d a I-- , "_ �'____ , 9 j � V16 I—- ___ " J't','_ - " dE ! 1 ! ' ' ' 151, 4 i , 4- ! I ' ' ­­ -, 11 11 I - I 1: - _11� I I I I - -I- � ­­ I i , � 1� 4. W " ' i i -_ �' - 1- I I � .4 � i, , , I'l I I !tl , , � 4 I ; � I . 4 � ��j I � � t ." I 19 I - � �' I ; � .1 - H -� ---- -- - - , ' ' � - � I __ . 11- , - � _-A& : 11 � - _� 1%, " � - __ "i., - - - - , �;�- - �' 9 k- �- _ " 6, �'ZK I , I - �­_ il�� 1, :1 b� I- -1- - �"� I � � v S' -'� 9 I- v" I - I 11_ ': ' ' 'j, I � " i � 9 A. . j � I � 11 '_1'-"-___j a � � k, w;;r')$4";-- '4j, �� f � A ' i . I I TAf I � i � I - 1_1 -1-111-1 A 11 k I I : ; I I � : : I I _­ ' I � I - I i f �� ­­ - � - I -' 7- I - I I - ­ I � - I I � I=- -., 11-1- � I I I - i Y I � I I "I i i I I , I , I � � i I � . I I 1 t- ! i � i � I i � . I ; I i I I � I � I I I i ft- i I I � '_"' I i I I � � �"��'IVVI�"­ " I I � - v � � : � � i e � .' I '11;i�'� � 714r 7 , �1_111' � t I I � '� - I ; I � � I I - I : 1 , " ' ^ ' � - I I � - CD 5 1 1 - (I I : _0 � I I I I i � , � l . t r6A, "� -0 i " � . I 0 I � E&W ' � I � I , � i , I I �� - I � ' � � "' : F I ; � I -�� '� � ; � � `� �� I - - � � 1 : I � � I -1 � i 4, "' ' � z I ! 4= 1� 11 i:ll � i � i i I , I I * I ; � ; '� I . � _1_. - -- 11 ,f � I - ' I � 1 � � E I I - L " f_'____1 21111111 1 I L_ I __ _'_­ ------ i __"_A___J - -i 4 �'/' �W' . � 1­1 &_yr#_2ox3/*__& M'S' W/ 4", v4's'S ht_%� w/ ; '0 .... . . '_�( !!'_."' I 3/31r WIND NUT WASSE4 I i- wor�32� VANIt NUT *mHrR � /' , 0 12 1/�' O.C. ", �' :. -, � '- -e':'�'_7/a­* ", - f o � i j 0-I-1 --a-4 31ir WIND NUT vv w"* � -,A. " . I - " I � � I t 0 12 1/r ox� i VMS" (wmwo> ; . � I . f � I � I ' AWN ANCHORS � 3APOON ANONCIPS - i__ ' TAPOON ANCHORS � � _�/* I � 1/4� TAPCm I I-- 444" I 0 - '_­ W44' i 4 ilr O'C' � _'_'__'AbH0m .C1 112, "I � � * 4 1,/2- G,C- I 16=11w/ S-) I WADI W/ $710) � I --touMb 000m '�__"'-OUIMT CONCRETE �____ I ARTS �11 _AOURED CONCRETE BLOCK OR CONCRETE BLOCK 1 Mw BLOCK OR CONMETE BLOCK REOW WA" MOMMS WMALUEON REOUIRED -"Ai I - RECUMET WOUARED � .1 ­. k4OU&TWQ WMLLA'fIQN, WALL Whk= WMUA119K ION 'ItErWlifL, ..,N -a 4A am"VIOU NEL SCALE 3/0"-1, 3/8-... SCALE � SCALE a/e�l` SCALE 1/0'-t' - ISEE Sim IF A 20 MR ANCHORS TYPE, & Ammmm " -,/.-.* I RJUP"Pohn, wA*MT Tak RIDNIATIONS Mo Waco — ';��'l - FRAME BULDING, M, "Mom %wo C-14 3 iA..1, I'll , — �'.% MINIMUM AIATIM SNKAIARA AND := , I _�_ � EGGS INSTANCE AM WWO47W 0 ""A"o- AN-1. 01) = ', .,z: 4. _ _ EN .? w FLORIDA BUILDING CXIDE Ofth Velocity S ON Hur loane zon� STUCK" FOR Ec' LEAD In" MOBTO OT'NA,j !;�;�.*­Iw .1 ­ �' 1­1 I — --I SCHEDULE WOLICE AM" SpAow By - 0AMYNT I t AMNAIM-46KII104100 "am I � 41w FP. MU0004 CATIORAL no I" - I -m 'XIM, MCI 2013AGE OALVA14M STEEL STORM PANEL It , . t S — "`� w TWE opmommetpa:"AMILMLL.Kir ___19�:___��_ = , , 5 I - _'_' - - , 5 - _j/_w_Am W_ ign It" MANION W*OWF WWAM) -­- --tyr-11-1 I I.- - - -_ 11 — � \ GLOBAL PROTECTION PRODUCTS, = ,,,,, / 11LIECOmc AM EACH *CN0RrMtA1T48SCHCMAX ,----,-- x ,,a - — _____________­ _1�1?_U"_:',' PI110 __\ Am %I,*, %2T ':' TWINO & %-aE, m 3 'Ir � -.1-1- _'____'__­... _­ --..,- ___- - � I ­ , F&S41.- IN PIIMAP (SIMPIA-14MIL PAX, t"*)N�'IM7 20-176 AAR, =1IW*t'&­vo) -"- Wi). pI IN, Aynnl�� t4--wolil I 410011%, kmw,%NA'UAxAPYY .1- I . ���_ �_ - I'll I ­ , I IIZWA,9����Zg! IF . ,,, _"340- ,,,,,e,t-W4fAM � WWWVJN*� = ______ "'alil, I- +f.TAUAnOK ARE ONLY YALAD FOR BUILDINGS INORASO� DESIGN LOADS UP TO +56.5, -n.0 PSF AND PARECS LENGTH UP TO W-$'� 2, MR MEN WOOD FRAME CQNsriRLMnft WOOD VENOMS TO BE SOUTHERN PNE W. Z W/ SPECIFIC WWOY OF 0,55 OR EOUAL I I - I I - ­­ - ------ ­ — S/24 Tom Harm 2 wvow� J140* S'", 4,11 - 2 wy W/o (9) - 0 (Sm "M 2 S&LOVII S- M.,. 2'/-'4p,, 1'124 fI& , .�' r) w'OTE A RACAO TA tg�g ". a f* 1, "A wwmr ANANARS, SEE I T Ti�t__[!T' Samn, -_ . Of . ;__ '. "I'll , 1, ,A ON Voc, 26 ;z;" Off sc r 4 A, Am ... � = 101, .w zAr =__4 n. -I�T 2 . � I I I I ; ' R" Am \�� — -X-�v ;ITxR­ � I __1 - .1 - �- �1 �- - i I 11 LAW 06�-& 0 i I - -ii, 1.11 I i - v, I 1 I I V'K __T -i - I v_p_ _1 =r ' t I] - I I � � I " I I I 1 11 I! i i I i i I � I ! 1� I 1 1 i I 1 1 11 Inn -r ' I I I - i I TT'I'll -it - 71,111t I '7�� _ � it f � I ,I i, , � F I 1 .1 i I I I ; I � i �, � !TFLU-1 M I 11 i, 4 � , � 1-1-1 L i I I __ - U-1-11, Ullt'Ll' I I I 'J ij I I L L11-1-11, H � -LUU-11 __Ig_ -_U_I_L� � ___ _1 . " - ' - " � I- 60 ; �v - ­7Cz­�"'_"_'T(M­D�'- ' '-­ I— _­­ - T-4,-j-=r,j 0 1 �L' �-' 1- _7 - T --- � , " p Ownffw wmom PNM4 T r ", I ) Z 3, 4 BELT; I � 0-4;i6I ' I ANY MGM z I A I r "" I "NO im 11;�l I � is �* " ' , I 1, t I i it it I 1 ��'N;F-z 4, A ____ 4 SEE � E NOTE 2 -L-1 It , ,3, 4 SALON I I I T I I 1 '4p,, ! ! I T , � I I i - __ -, I i I, - j __ )j I � I ' I 14. I I 1 1 1 1 1 1 1 Uf� '71;io� * I q I I I I ' I ' I I TrIj 41 i II I �1 I I I -1 - 1, i I- 1 ; 7 ii I` I i ! 1 ii � tl�" I, -r- I 1- — , I I i. I 1K __J, '_111 I I D PANELS :r f i ! I I I I �� 's ! , I , I �.1111' �'4 I` i _ W/ - ' ­ WINOMATS, , I j i , 11 I I - - � - i � _LLI A I "NoRtirs 1 I I � � t' ] L' 1-1- i 41 Dal" � - . �i - -1. � I— 'I - I � A L'I !_ 1-f-A"Offl-w 40 i v 1 , -ri "-, -r , I " - I __111 40 9 �i_. - - -A, i-11" 1"Ll , � __ -LU-1 -11. _�1411 L[ - _0 -, - r T11- i 1 1 1 1 � � _� I � f Tr I I I 1 I I 1 1 1 1 1 11 1 1 , I N [ - -I T-T I I � I I I i I 1 1 1 1 � ;' �i i I 1 411 I I � I I A - � I � I I ____ - I &AMNIATI: Q*) �__j_12-� -4 - JA 9""T riw� '11&%WCN vei;92k 'T"j I/II- I � PA"ELS—w. — ­1 " LAST P*%S= ifarIALLED AT EACH At EAGK AID K � I�CLL � IRLI a IMI15 Rm 10"Muc WW9 - __ "MON F_Q I FAMAN,=9 I I "" rR W.OuRE, I, .,=, , INSIDE OF STRUCIUAL - L �.. 11 - .1 11 — goes W., 4-i­ "' - -f4`A0-2A` - 0. ���� '; � ev..';g� - ��7"`���� .0� �'o I � ILO" �m , SCALE vw - r 0)� � t - Z HAND STORM PAAREL SYSTEM CONEIS7040 OF PANEL ;- TRACK$ AT TOP & PANELWIF PLUS OR IS'LENC r11111 BOTTOM W/ PANELMAra OiF 2&fRMM_Qf_SERL�_=� E - 2 K%�, STORM PANF. SYSTEM CONSISTING OFFARFt. - Cont TRACKS70P * BOTTOM. (2). END PANELS SHAU ALWAYS BE OONRT 17 TO WALL BY MEANS Ol 'I,- " , (2) AND PANELS SHA4 ALWAYS BE CONNECTED -10 WTPOSA TWA OTHERWISE A STOP EAR PAREIM"JES, OR IF USED R1 Y A/ S� kq�tpr AT BOTTOM, END PANELS _ (0 SNAU, 0C PRONIDET AT TOP OF SUCH, PANELS� sm,N1 SC �� 'ED 11 W/ 2".11 1440WAWJZII?�Ivl'.117� WING NUT 1-21.13 -, AS (J,o), IF END PANELS AIM O*NN&OTIED TO WTRDM rACK, COM4MMONI SKku CONSIST OF DESCRIBED I 1/1" WRO NUT, OR 1�4*fm'l min, THUMBSCREW (3)� FOR CASES ATIIEN END PANELS AIM =&.- . =/4"'M =7111101wa; ,OF FASTENERS 'my � OTHER Of TWO .YT.111 1, .Q14,11C - I'. &T AT M PANELS ARE NOT SIOP BAR __ FLAT . PROYIDSO Arr 70P OF SUCH PANELS. FLANGES OF END RANFL lfr-= (4), #4 CASE THAT END PANELS ARE NOt CONWIED TO BOTTOM TRACK Dm� A STOP 15M is ONLY USED At TOP 't LEAS TWO PANELS SHN4 BE CONNECITI) 10 BOTTOM MOW (4). FOR MAEALLATIONS WHEN END PANELS AND SOW INTEMR PANELS AIM DIRECTLY USE FEVS 4DICAM A 18 ON I& MOUNTS11 To EXISTING Or' pmTjw`A1x% ONE INTER" PANEL NG 5 (3) ASOK. IN SUCH CASE, CONNECTION OKPANW MAY BE USED downly v OTTOM AFIA"r BOTTOM TRACK TO WALL TO BOTTOM TRACK. MAY OCCUR AT ANY PANEL WCATION, TWO PANELMAIts f"MMIRGINS-SPOwN ON E"I*N AM W'f 3 1/2- 2� (5) SEE SECTION 1', N & C ON SHEET 24- SEE ANC1,011 SCHEDULE ON SIYLET 2S, EDGE DISTANCE, FOR THIS ES Nat ME W_ TO be CONNECTED ill IV%- .= %&-L� t '-.rTALiED "MtI000"',W P OF SUCH rItAT ANACENT PANELS HE LEFT & R)" SIDE OF OR PANEL) HAVE Ritq"li� n � - t!W% I %, -, CEN, %��'. THEIR OVERLAPS RETAINED BY "' "' '�'r'Em , IS- '' FL04NDA SUWNO CIDDE (High VAI Hu calls Zone) --I--------- - - " 1_41*1;.�"" � -1 W= Ix", wt, A I - = , No, 4 167 '; - 10 GAGE GALVANIZED STEEL STORM PANEL OAAF * - 0 or, , — - - 1 *" Q 4"­�� i�_ I = '. DIM. U, ,N - I-- -"- f '"" GLOBAL PROTECTIO14 PRODUCTS, LtC. "Y""""AM" 11 ­ .'P�� fu U INC. "w". a, law - we'. - - �ko", , ""... "to �'iM w , 'RwPAn­­;' VANE R_ 3"'. "!-_� 1% "KAm 100AMIT-75", FAA, (�.)ftp_� i ,ff "_ .- .'_-_X%_-=._'fV 20-176 _ "I" " IMI 4w*y m�'A�ww_­T - — mwm ft, .,,_M';�� WAIL,;_11 w-fDo"TURCiper fl= IUJT IV,. Pt NOT p"I"'ll -----I-- 6? , — INSTALLATION DETAILS FOR OPTION 412 FOR LIFE SAFETY STORM PANELjjY3ff* . III11"I'll) EXISTING P01f,E1Q1j'')NCRM OR CONCRETE BLOCIK_SjRVDjM .m: q A:! � ____Ie�� TAFIC&NAMNORS - I _ 1,44- IfinOTT ANCHM , . I 00, Ox, i 0 9 � Ok, � " I � � I "-" i 2r.mmolk" I MUMAN110 I I � 00 W"' 9 nQUIRM � I ,,, REQUIRED 1 �' I ! I'--L-_ , ... � !/A' � "I I'll I j )/,c- __ MR41 . � - I-- i 1 7 _uft-_ � .. ...... ____ i i � I t f E101. 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Tit -_ --- __1__FFF//e.7_, - V... - K." ...-..­�N Sa S"m IV A, go F *0100 Im �t� MR AW*M 11" * pmtak 'e4 ,.'�tEN'�;-..vl� s , - SPA01%, I" ww"Allows l4m *MV __ 4� 1 ,T ,'I- "AME "'A"NO, 0, mom vv*4 W a 3 � MT%AW ANCOR SPRING$ AKD mmmum -z � No. 44167 *. 1 on MINCE ARE j � X** I z FLORIDA BUILDING CODE (High ValocitV H cant Zone) KATCAIED ON TAIT SCHODU FOR E.A. UUMI)m WWATO ON ­� �-= �-'_' Z 3 a-'p, 1 , ___.1 -1-1111-1-­ SCREDULE RMLM AWAPI — - - � . I12m %TMA WC 20 GAGE GALVANIZED MEL STORM PANEL jlp� MiA."Immo VAC00 SHOWN 1.1% SPROX" Adw Am mw =ft* WOR �c '5?, -I.. . an- Sr mok Ink, = .11-11, 11 P�IALI�j FOR IRS; - mum .__1­_­12_!A_1­__.___.._ - 'T' - ­­ I I-, CIA. - - , 011 /' GLO w/ava" SPACM; mAim USING FACTOR INALL MYT " .1 __ PRODUCTS, LLC. DAM �' ' ' I---,- ____ -1-- ';�� 6�1. IL ECOIN DAL PROTECTION RE LMI;Imok MN#Um Sp~G "MCOM -Liln-1- C, Ava 10 vhw ____ , MIT 040 MACKIN, TYPE 04 MIS SOODULE ------ -,-----,-r ------ ___ - - - T10i �' 'JAL, . A ----,---,-,- " lei --- ----- - - NN,w LNNMAA_ I NL 1101 20-i7$ I 111. I ----1 - I - VVII. MOL A* to-�#— — - — - _!!� pt. %AL`SQwU%/vAm - — � , -.1 - ", 41 IN �'� FE - . SIMIA at 'A I - -- , , 91 :;j .1 -.1 I - - , i I 1, E-2 HANG STORM PANEL StOWN 04 TU6 PRODUCT EVALUATION DOCUMENT IP,F�D,) RAS SEEN VERIFIED MR COMPLIANCE IN B,Q MINIMUM EMBEDMENT OF YAPCON ANC14ORS, AND FAINEUNANE rCLMIZ M w PARELUATE'PLUS WIT CONCRETE ACCORDANCE ARM MC 2020 f7tn EDITION) OF THE rLOFJOA SILRUANa COM� KOCX SHALL BE 1 1/4' FOR A WIND RED W THE JURISDICTION VO4M THESE 3HIMERS; WILL BE INIIALLED AND NO EMBEDMENT INTO ANY FINISH I AL SMAU BE PIMMI-IfIE01 FOR A GIRE KLI-0,05, USING ASC;E 7-IE, AND SMAILL NOT EXCUOTRE MAXIMUM (A.S.1%) 1/4' *­EQ '�S "CIVALK RMTS USED SHALL, at LONG VALUGH(SHOULD ANY PI MATERVAL COST) TO p DESIGN RfSSURF PAIIINDS INOKATEO 014 $HEM 25 A: 26, IENG40C 3/4, Iwo ANCHOR$. IN ORDER TO VERIFY TW ABOVE CONDITION, ULTIMATE MIGN WIND LOA05 WrEAMINVO PER ASCE 7-15 SMALL 91 FIRST PIDUGED TO A-S,C. DES" WIND LOWS BY MuLTIPLYIND THN W 0,5 IN ORDER TO SA) IN WE THAT PRECAST STONE� 08 PREWTCONCRIETT PANELS BE FOUND ON ME EXIS11NO WALL TO COMPARE IWIESE W/ MAX, YkS,D) DESIGN PRESSURE PAIROS INDKA'TED ON SHEETS 25 & 26. AN04ORS SHALL BE, LONG ENOUGH 10 REACH THE MAIN STRUCnI BEHIND SUCH PANEES� ANCHORAGE SHAI,L BE AS AAMPKINED IN 0.1) AND IN a,2), IN ORDER TO YMPI'THAT- COMPMENTS AND ANCTIORS, ON NIS -,C,CL AS TESTED, WERE NOT OVER SUREECFD� 4 = THOKA51E IN 4LOWASILE STRESS FOR WIND WAGS WAS HM USED IN THEIR ANALYSIS, PASTENERE SPAWr, 10 WOW NIS RM G�_Tmmww' AN AODORPANCE WYM P'O S, zol 5- (t� ANCHORS -SMALL BE "IMALLM FOULOWM ALL OF THE RMOMMENDATtONS Aft SPECIFICATIONS OF THE ANCHOR'S STORM RAIRWSAMIJACY FOR IMPACT AND fATiGUC RESISTANCE HAS SEEM VERIFIED IN ACCORDANCE YOH SECTION IS". OF I - , TPZ ABOVE MENTIONED OODEAS PER FERCSTRATIO TESTING LASONATOEI INIC, REPORT I ZOO?, AS PROTOCOLS1AS-201. 11 IF SMAI.L a THE REWAISSAITY OF TH CONTRACTOR TO VMFY THE SOVAIDNESS OF `44C SIMUCTURE "ERE STAMER I - 'TAS­203� r to OONACREM BLOCK OR WOW FRAME SUIECINCS� z THIS SYSTO4 LIAS BEEN DESIGNED TO at N5TAULED ON THE OUTSME Or THE OPENIM ACM1544D li'T OPENINO FITOM TOE INSIDE W/O THE ME Of A "ER OR UM 714M APPOCAnON 15 VALID WHEN INSTALLATION IS INTUOIDED TO BE PERFORMED )2, THE INSTALLAPON CONTRACTOR 15 TO SFA/OAW_K ALL SOVII CONIPONEW EDGES WKC" REMAIN IN CONTINUOUS, MOM THE WSIM Or MUMPS CONTACT WITH 'nit OUILDING 10 PREVENT WAID/R" INTRUSION, CAULK AND SIM 154UTTER TR04KS Au� AROUND FULL 1 SMICS $000 0151AUATION is APFUCABLE'TO SINGLE AND MMLr HUNO STYLC WINDOM WMEN NSTAIIATION IS REQUIRED 30 BE LENGTH PERFORMED FROM THE INSIDE OF 1TRUCTUAlf- t3 STORM PANEL INS"AlImAnON $14ALL COMPLY Wint SPECS NDCATED W THIS OWING, PLUS WHY OUAMWG AM 7ONNO 4. SERIES 2000 INSTALLATION IS APPLICABLE 10, Slm= AND DOUBLE HUNG AND UORRONT,Ax SLOM STYLE WINDOWS WHEN REGULATIONS PROWDED Sr TWE JURISDICTIOR WHERE PERMAT r. APPLIED To, IMALLAVON S RROURRED TO RE PERFORMED P"M THE INSIM OF STRUCTURE, 14 AtVAUM WINDOWS AND DOOM. ft. E - Z 14AW STORM PANEL SYST� 13 PATIENE MM, 5- ALL 40WWV V,CRUSONS TO BE OU&S-16 ALLOYAND, TEMPER, (UNLESS OTHERWISE NOTES) 15 (IT) THIS PRODUCT CiALLATION OCCUMENT (oII PREPARED Or TWO CAO,TNEER IS GENM AND OCES W PROVIDE INFORMATION FOR A SHE SPECIM PftIEC,, LqF WHERE TIfE SITE CONOTTION5 MATE MOM 'THE P_E�IL IS, A41 ALUMINUM SHEET UVAI. USED AT CLOSURES SIMLI, "WE 3105-UT4 ALLOY,, 61 CONTRACTOR TO K RESPONSIBLE FOR THE SULECTION, PURCHASE AND INSTALLATION INCLUDING UFt SAFETY OF - , ALL M_ SNEET A10M, PANELS SHALL AAL't STRUCtURAL OUALOY STEU, ASI'M A-S5,3 GRAdOt 50 III,, 4ALWOUED STM THS PRODUCT BASED ON THIS Pzz� PROVIDED Hr/skr DOES NOT OCIRATE FROM THE ONCYTONS DETAILED ON DESIGNATION W/Py- t&S M, (AFIER ROLLEtIL M:S DOCUMENT. CONSTRUCTION SAFETY AT INIM IS THC CONMACIOR'S RESPORBANUFL, IF ALL SCREWS 70 a STADALESS STEEL 304 OR 516 ADR MIES OR CORRMON RESISTANT COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT RALL BE CONSIDERED MAUD, IF MWI wis Wt ED w YIELD singLair" Mo 913 KAJ -NSU STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241',1:5�4 0) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT wnROP *T'L� S, SOLTS TO BE ASTIM A-397 GALVAW7.0 VM6 OR ASI W* SERIES STIKINLMS TIME, Wf�, 36 i4i MINIMUM YELO STRENOM, BECOME TUE ENGINEER OF RECORD IEOA) MR ME PROJECT AND WHO WILL SP_ RESPONSIBLE FOR THE PROPER VSC Or THE RED, "GDUR OF RECORD, ACTING AS A DELEGATED ENGINEER. TO THE P1,17, ENGINEER, SNALL I W, ANCHORS TO WALL SMALL BE AS FOLLOWS; SUBMIT TO THIS LAT" THE SITE SPECIFIC D,"WO5 Pok MIEW (A) V-DaMN.2ONI"_gQKW�� (A) " PE-D, Sli0a MR THE IDATF AND OFnGAYk SEAIL X-40 SONATURE OF TmF PROIESsiONAL ENGINEER or - f/4"01 TAPOUN ANCK-OAS AS WANUFACTUREO BY LLW, DVILDEK, LNC4 (MIN. r-3192 ml,i) RECORD THAT PREPARED IT - 11�r 0 X 7/8- CALX-14 ANCHORS, AS A96NUFACTLIRM BY I)CIVALT INC- (WIN, fv,3000 o-") - 114-10 PARELMATC FEVALE ID & PANELVATE PLUS "MORS, AS MIANUFAEPIRLD BY ELCO CCNEMJCM14 PRODUCTS, To BMW PANEL MAJAUFACTURE" LAROL SHALI, BE UXAT"D ON A READILY VISIBLE LOCATION 91 CULAIM PAN*. 114 ACCORDANCE WITH SIECT" II70TIL3 Or FLORIDA BUILDING CODE ONE L00%, S4ALL, BE PUACEEI FOR EVERY CdLfNARG_ cf*�3w 0�*") LABELING TO COMPLY WITH SECTION 1709-9,2 OF TAE FLORZA WWXW CCEE, A,I) ARAWW" 04BEDKW OF TAPCON ANCHORS INTO POURED CONCRETE: $F*k BE I 314- AND 2- FOR AANEIMATZ PEW" 0 Ae PANCLOATE PLUS A* MINIMUM tMEEDMEN" OF 1/4-0 X 7/8- CALK -IN ANCRORS StIALL BE a 7/4' INTO CONG,RETS, NO Evemoem INTO , A14Y FINISH WILIEPRAL SMALL BE PERMITTED- 1/4' *-20 $3 &OEWALK SCK,13 USED VAL�' RE LORD ENOUISI(SeOULD A14Y RMSH 4ATE14AL EXIST), TO LNGARE 3/4' INTO ARCHORN ,ow"MONs""A N A, rk "I" AZ) W CASE THAT PRECAST SMNP- PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EMSUNC WALL OR 10411R�" - - ... ,�� FLOOR, ANIUMS SHALL MUQ4 TO 14E 'Ill RE LOW RCAC44 MAN STRUCTURE BLIND SUCH PANELS� ANCHORAGE SflAU 'p - -,*, , - Ul -14� ,"? s IN BE AS MENITNED A,A) AND IN A,Z), i ..' . S I . = J� NO, 44167 , = .11 I$) 1ax95nw1r&v9nLm&_k_&L41 V. To -*1 I - 1/4' III YAK" ANCHORS AS MANUFACTURED BY ktW SIALDIES, INC, . __ - " ' - __ _ -, Z_ FLORIDA BUILDING CODE (High Velocity Hu cane zormfl � ­111 - .0 I * warc AK, - 1/4- A X 7/8' CALK-04 ANCHORS, AS MANUFACTURED BY DEWALT INC, (F-V504 P,A,;,) �-" 0% 20 GAGE GALVAINLEED STEEL STORM PANEL rJI, PARELMAIE . -1 A44"I� - #14-10 MOM 10 AND PMELMATE PLUS . ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTIoN 11 .-I t ­ ., � — OMAN W, FRODUCTE Q'_m7t P-Io0 � i - - I'll I p 07/Ivm* _�' % 11L If C6 m-' G'MA'- PROT'�a" PRODUCTS' LLC� _' - "WfL"Im" i NA, NOW AIIHMO-150k 1W 064"AMF 20-176 11410-1a �iLKAI'Al'-IM, I- I - ok'10007'. �. - -- __1. ­­ -_ I — �ZZZ4-vwwvom WOW A !T*��� _!t�� � MIA TIOtL DETAILS FOR SERIES 2QQ9 AND 1000 E-Z HANG STORM - - --I PANQNZL������� , 0-wom .;Mvn �� mz&p_""� '?�_" - , �) 4- Y_ — a � P, � om , ,'� rl�" ... . 12 �11* 1*1 %Iw * FC.—____" �-" wo.r.- t'�� . I _' \ ��'."� MAHW21 NN - t"*wrj ."%�! 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NOT SC INSTAL�-10 AT 140M - �T4-40 PANEILMATE FEMALE ID AND PANELMAlt- Pl.�US ANCHORS, AS 4MUFAORFO 13Y ELM CVNP,j%jCNON PRODUCTS, I � 1'11�1 L,L 10 M-Slimi; wow HEADER PECKARED DkLUIMINID) AS PER SECTI HR)S OF 'HE ABOVE MENTIONED MORE, FOR R A ak5C WIND - - I I I ------;�w 11,11 , %AFW5 g s; Q-t W, . 1, - i - I 1,12, Ph, THmum PENETRATION " � " -13 -1 WMID VELOCITY HURA!MNE ZONIES (MIAMP-CAM / 8"ARD COON`DES)� - 1 4't LAs SCRIMES PER NbA I-- =3 CU -cu Cn MRL�MDWG MAMW P � � , %Z, 21. ANEL LENM =- MIE ED I - f FIA 'A O. EDGE I I w DEWN AAND LOADS SMILk BIC w - 7/IV% . Sle WOW MWNG. AS OISM80SD Of ALL PW, SMEW, WLT & SPECIALTY CICL MAXIMW &S.R. ff-mmo-fa.&A.l ----- --------- -- R r --------------- I , I � I/Ak'LAG ��* 4, cu W1 a) -0 0 -70 ,-Aevm *= .C.M. IWI* � I -1 - PGOTRATIOU SPEED A5 REBUKED VY TSE -0 -a , . R SERIE, -1000amo E-2 - - - ­ I SPACING SCHEDULE MR IWALIXIM IM MWIE k COMCRIETE &M MRUMMA i� I �t ,� I ) --- Oc-,, ly.w&m's, I - -TO 0ISTINO WOW READER KO-045, USING ASCE :-HS L - -Aw -!��� I I ---�DCILAL I I - - - � 0 � / "., 6,,­q*, -- 1 $ THRU 12 & 17, To- MALE m twx L �-- , ,� / ,� i E�,* �LA& I'- WINI, IN DER TO VEWAY `TME ABOVE OUNGNION, ULTIMATE DESIGN WND LOADS DETERMINED PER ASCE 1 16 SHALL BE FIRST -t-mftLK-torL2iL -#14,1 �'il v I I 11 L- I or 'T I v I �,v, 1 . 11 - 0 a 0 , *-- 11 -- I -­ -� - 11� 0-4- J14.1'S,Va. DESIGN PRESSIVICIE RATlNOS 0101CMEO ON SHEETS �� 9 T9RU I Z a 17, 1 5 PENETRATION INT,D STUCCO SH41, BE CONSIDERED AS PART OF THE RWUW-q THREADEII I�ENLTRATIQR --- 1 MUTAIIAPI AS,D. Apt Zft 10 AlRIN09ah MAP" ARMORS SPAOM FOR - ,I, , M . 3 1/2- -PPLVABiS To X, �, I MOOCED TO kSo, OftSION APESSURE FORD Rr MULTMOnNO ' M154 OY OF, IN ORDER TO COMPARE 7RM W/ APEX, (A.S 0.) C2� MINIMUM TLW,ADM PENETMTION OF LAC SEAM, IWO Mr WOW FRAME, TIM SHALL K I I IV, NO THREADED I a r- 0 LL - DIM , to ------ � I I =11" 0 A m mr ,,, "VI ", ....'UTt nr- I .m. SLTI*"6 If & I—- ­-, W1. MT. 11 - , - � I IN ORDER To VERTFYINAT ANCHORS OR 1141S PXt, AS 1EITCED WERE NOT OWN STRESSED, A 33M INCRXASE IN ALLOWARLS - � � --+-- ---� PRESSURE TAPOOAS I CAI" T PANCIAIAM mAxmw �,Imv­ I - -,/24 at . T' ,.;rI;G, wo� ­ - -1 \ , STRESS FOR VND LOA05 WAS WT USED IN TRUR ANALYSIS, FA!TTENIERS SPACM; TO WOOD KALS BEEN DETERMINED fN CA) WNFMUV Eftlit DISTANCE OF LAD SCREAS, INTO WOW SHALL 0Z AS 4401C.TrD 94 THIS ORWING i - A, - Pma AT)TV AWGROwl: WITH KOS� Wit , co - 1�:,- m DOLTED , RATING ­7-,���I" S-LOOK - - - ­ Lww 1.� (K) I'll LOW) - �v raw 11= 11-1 :j I, I , I � DOAL I/T!,I 4 MOW PANfECS ADEQUAC1' FIST WPAC1 ANO WIND RES151"ANCE HAS PEER vEar1ED IN ACCORDAINCE 04TH SECTION $600A." or C.4) MINIMUM PENURAXION OF THOOD BUSHING SHALL SE 5/5�L F�?4' 0-20 SORTERS USED S�Wll BE ' 1/2�' WHO Mommum 11�j -3 > +66.0, -76-3 W OR LESS 2 t/14- . , ­ X� "IR, (p.") To -- 16�1 i� �P- -�� I I I m I Z'W,& 31* - ­-, ---- -- -- ---- 1/ir'k- FDA mvir, O", #,.T, "S . - 1, -tmm,JA` 119M THOULa STUCCO EXIST, AND I' "a" MR WALt's WiTit No syvcm --- - -- - � I W I -- I 0 M *vq4 ­- OEM 0 / I I TMC ASOWILMENTIONED IBM AS PER AWWCW TEST LAB Of SCAL-11" RJORIGA REFIOR'S #0514,01-01 AW #0e -0% AS fn I fi/A 0 1 466.1L -7&A 12* N/A --L2-- N/A I t V (TOP) I P,. I OYA,T 0 FA VILD V 9) P'S ESTO Z-R4 * ASM C 1EQ-02 $'ARPARDS, Aso AMERICAN TUTING LAS SOLKH FLORIDA REPORf #14101­10 AS PER C,6) IN CAM, THAT PMEAST SiONt, OR PRECA51 CONCRETE PANELS. MmO OR -WOOD 90ARDS K FOUND ON THE EXIST1,40 . - L- - -­­ 70, OR Lm -, & .-# M)+ � I TAS-201, AHO TAS 203 PROTOCOL%, AND AS , PER MOVLATIONS PEPFORMED IN ACCORDANCE W/ SECTiON 1 404 OF III, I WALL, AKIORST SHALL fit LONG C"OUGH'ID REACH TRE UAN VIO,JILTUAT SSLIINO SUCH PANELS U) (D - .4­0 (� L]H��� 1'. I -r - 2OOD :606MIK, I -0- - - MORICIA listow, ��O,E - W - �- - US . IMMIAW AT CNEREAP . .OX OF PANEL IONCH, p" --- ::::,:,:. -- - g6= A A, 7 ORACLE $10AL RE AS MENVONED IN C 1)� C2) AT CA) L,A/Ag�* ­�-�­ --r L­0, 5. 1�11 t! TO MAK, I ANCH an,4 ­ - I 'A A, ,�FSS . IQTTOM i (Ij k PAWL 3. 4-j CU CL 12' 5* a 1 6* 1 " i., [-�D E CU -f-" 12' ) - - - ---y- I 11 I tow HsAm RVIAIPALD I i I 2 ALL &U141,10M ENTAUSTONIS 10 BE 600-Is ALLOY ANO TERP-LP �UNI.t% OTHERWISE NCRPO)� SEE SHEET 2 ---- �� ­ - � .�, (C6, ANCHORS VOL,- Ur IMIAUM F011OWINO ALI OF THE RSDOMMENIUATION5 AND SPE"IFiCATIONS OF THE ANCHOR'S IATNLIFACIURm 421/2- - 2 0/m. W� I IJ4-.-2&-I/.- i N/Al N/A N/A NIA III 2' (BOTTOW I,­2w/4' U, � u --"------,I :�"11 I 1. ALL ALUMINUM SHEST METAL, USED AT MCSIVIRES SNAL,L "AVE TiIeR-HI4 AILM = ­1000 ++ I I - N/A N/A � ;6, i - Ron, -75,3 - -- I 2 g/w W, . - UTARATIM - ,� 19 8 PANTILSMAY ALS� BE INSTALLED HORIZONTALLY FOLLOWING iNSTALLAPON DETAILS SHOWN ON SECTION 1 THROUGH 6 �smAm- 4 �- -0 . - U) < ., ? - ---I - -- 70, OR Less I TO CLASS, v , I N/w 1 4 I/V --T � T21 0-a I i I �- 7' N/A j 6 t/2- N/A 4 1 r ­�/A �� tT.1) - SEPARATION - � I I'AslZI.- =" � - 4, III.L STEEL SHEET M,F3AJ, PAM11; SHALL HAVEr STRUCTURAL DUALITY STELL AWN. A-$" GRAVE 80 UINIMIAL r-W CLYkNIUD ZHRWOH 6) EXCR- THAT HCAOCRSO & Q %IAU NOT BE USEM TV CLASS I il.f ��, - - ,I, 2 IIN, W., ST�EEL WIMNATION W/FT� 922 INA (AFOR ROLLED). ---------t­ . "Ir Mw&t* I 9 1 9 L,T SHALL Or THE KV-ONS&UTY OF THE CONTRACTOR TO VE" THIS SOUNDNESS OF Mr SM V"E WHERE $RIMEP 1$� To BE IV N/A 12" N/A S /2" N/A 1 9 1/2� N/A 1 3, (BOTTOM) , I mw *~ 9 I SEPARAWN- I � AITArHM TV MEUSE PROPER ANCHORAGE, THIS SHOTTER SHALL ONLY BE ATInHED TO CONCRETE, OLOCK OP. WOOD FRAME � - -I-- I V, ­­-1-1 - � �/..A-g%4' - II0, WASS. �'I I/4'o­ �41 to 5, ALL SCRENE T ,O BE VAINLUS V�DEEL 304 OR ,316 VS4 SEPIES OP CCOMMON SESSILANT EGA ME CANDOR STEEL AS PER DIN BUILDING$- 4 2 9/16- iP,, I ! m, sEREW - in .- SCOTT W1 SO W YIELD SHUMNCTR AND 90 W, TENSILE STRENGM AND SHALL COMPLY W1 FLORIDA SUITUING CODE SECTION � - " i12, N/A I Ir 12, ./4 - - SEPAIIARON 1�- , i NI NIA N/A I 12' N/A 1 4- (MR) +,-, - -------- - J- t L . � W EACH REGULAR STOW RANEL WM,i LENGPirS OVER W� AS PER SECTIONS 1, 2, -� 5, 6 AND ALTURANTIM IWL 3W & 4W ON ! -!­-�� ­ i I � - � - � L , rl �- -- 6' � ­7—i � . — I I To wu� 7 SPEETS A,ALS & I RFSRECIT<4Y Si,ALL 14AVE A ISG[SkE AND ftEWLY YMBILC MARKPID INSTRUCTING T I /I. I w � 4' (flanom, i EYM OVO4AP I MAY OVMAP oww UP Tv'" To -r Ir I �� �-I­=- ­2�� II, I I ­­j I I 1 r ii � � I -f- � ­0 --L tv, W41S 10 SE ASN A-407 OALVANOD STtFL OR AM .V4 SERIC. !vr1APRE:$1; wtvI- VANI is k5k MARmvw YIELD SIRSENCIR SECURE WITH APPOCABLE "FORCEMENT DURM PDOODS OF HURRICANE WARNINT; I r, i i i . 4k ­4 ­ ------ ­ --I - - 7L ANCHORS 10 WTUL %NALL BE A-' AOLECWT� * L%"M TO &LO P s-f, A.SO, DES" PRESSURE WIND - - r4g ] ,� I " I r- I 1 2", ' i" I I � THE 01STA-TADOM C' UNTRACTOR I!; R1 stAL./CATXX ALI, SHUTTER COMPONENT EOCEl, WWCJ4 REMAIN IN CONTINUCAUS CONIA01 WON 1­1111� I I I � I I I 8 I I I THE acLERLIG M PREVENT WfND/RAM INTRUSOCLN �� �� - -­- - ; � - ., i e !� - - ­&---4-­A­ W T"-&1Ar.1U8w-w&w-v � � A � I - I 't UK46W ANCHOR, SRACIAM5 AND MINIMUM, EDU USTANCE ARE #00DEZ Di THIS ! �= i- I i � st AT ;, - 1/4' 0 . 7/8' CALLK-24 ANPI­ICRS� AS MANUFAIWATX1 Ov CTEWA&T INC PR(0Y'0,`DED BY 114E JURISDICTION WHERE PERMIT IS APPLIED 70, SCHOWLL MR ILE, ISSII INAN MUTED ON _VNIVA4 FORCE ANCHOR MACING ; I I - 1�4'0 � -VA" S"-SET ANC40TM ACT DISIBIRUMET SY ALI POINT SORM, DOLT Ok SPECAALTY SO A SOL SAM a FOR ANCIARTS rfPS & SPACM FOR INVIALLXTIONP 940 WOOD, , 11 - - t/*-f TAPWRT ANCHMAS WAHL)FACT4,L)OLD SY fjLW, WILOM INC, (Mim 0-3192 P.�) 12, S1 OAR& 06TALIAMN SHALL COMPLY *VN SPECS INDICATED IN TALE, CRAWK PLO$ ANY OUILOING AND &XM� RECULAT4014%, PRIME SWEVINIC I - j i, � ", -, T il '-- i al J 0! + P5oLPFIcs m., ma'Amm sawaN sonve OF PANEL ,�� , 4 I t/2- 'A I I I ,- -,16 AND 0 TO OD 1/2, MAX i - 'I BY "SAL'61*3 SPACING, S40M OR SCAMUT1 IN IHIE FOUAWM FACTGRE, F" V I 'I -, IT � 0 .1 I - I fmI,, V-1000 P's,;') IT (4) MG PRODUCT EVALUATION MICUMENT (PX-0) PIMPARED IT, 111S ENDNEER IS CENERIC AND DOM W PROWDE INPORWION t � f- �1 ­­ - I I I �- . ol Y I , T4 C�6� I j I - ftt­16 PANELMATE FEMA41 lO & P,ANELIAVE PU)S ANCHORS, AS MANDrACTLIRED BY ELCO, CONSTRUCTION PRODUCTS. FOR A SITE VECiFIC PROJEGT� Ls PHONE TkE WE CQQOITIQN� DSVIAS,Ff" TkIt FIER � VOR EACH ANCHOR T'*E AT 5HPU � � L- � ' `-, '. --I- I J I -1 ---\ �, 41 1 11 *61. I I - t/Cf ZHAAC HAIUN ANCHOR-, AS MAWFAMPEG OF DISMALL, INC, ANCHORS LECORD, --- ­1 I I I � I ­ (I') CONTRACIOP To K acvw�wr FOR ME $ELECTION, PURCHASE AND INSTALLATION INCLUDING 10,T SAFETY OF THIS PROWC1 I I - 21, , 11 , " 11 � 11 ;, � 64RD ON TN,TS PE.O, PROTAIDED HE/SNE DOES NCLI OEVAIE FROM THE CONDITIONS M79LED ON THIS DWILAIRW li#.. qo, I/C ACQUIRES . OWANCE WATION Domm of PANEL - ' � � I .. I I 3-n­ I" " - j A, 1) WNIMUM EMSEUMM OF -,APC,N ANCHORS INTO POURED ONMUE SHALL W I EI`4'� 2" FOR Mrs PANELRAM AND RfE IT I I— Y/44�' _� - - - 1. ��*7 , &31A I I It ­ CONSTRUCTION SAFETY AT SITE IS ,QNTRAcTOP`S 111TEP"SeNUTY. A, ++ An I(,* H-1� p ( ,I--- I L-- I �T/4' FOR ZAA*AC NNUN kNCHORS, ^"" Tft 1�� , ­ 4L.� � - la'Am Famt 0 - , _!L _ - Is " - - *4" (2) To SCt 3/W - *If TAT MOW) , , .. - "--- 11� � (c) INIS PROOLICT EVALUATION DOCUMIENT WILL 15S CONSIGM-1XII "VAUD IF MODIFIM, 1APOON 0 L­ � I 5 m , m w - - ­-, -,!Z ­1 ­ , A 21__ -9 1p PFIMPLATICAts TV T/r 41, -- I_ , , U, A,Z) 4;ALK�14 & SOUD-W7 W-fiORS 5H&L BE EMBEDDED 7/4' INTO IM POURED CLINCIDDL NIO vMBEDWENT INN) � ANCHOR . 3 A i L, 7 - - ----- 1 '!, . � I L, j�l I ­ ml, �- - P, -7�-/ f '�, � t/4-0 - , I , N , S-,U= SWIL BE MUMED. 1/4- 4-20 SCREW% USED SIOLL BE I i/2!, LONG MMMOM SHOLTIZ STUM0 ixIS, (4) STEE, SPV�frr, PACUMM SHALL BE PREPARED By A FLORIDA MMISTEIRM ENGINEER UR AFECHITECT, WWJrH VALI� SE00MV TNE �Atmxso, ft'-w ps) � s 3 a 11 � I I � "Ma=w-A. . VA 01 11.4, ,e 1 IffisCAL -LAI-. =081 ., i 'I'm TIN fFs Aw � . KATE Al STRICS 2W, - FIAT 09 % -- �- - I I Am I AND I I MINIMUM FOR AIMS WiN NO STUCCO, AND MAX Of WEADEO SCIEFWS OR ALL THREADED SCREAS AV`O "FAD, -.NC4NEER OF RECOROT IE.OR.) FOR THE PROJECT AND WHO *cL BE AESPONSIOU FOR M , - 2�- 1 - 1­9 vit ,, 1, ­ ­ 3 1 - PD,y-i=uv,�-'. , - , , � �- - -.We ,ASPw vwo - 1-1 �---- - =Y2 31 11j, ", , , 11 - I -, ,* RE-DY4 ,,, ,� wn DO WITH wom MUM PROPER USE OF THE AEO ENGINEER OF of:CORG, ACHNO AS A DELFCATILD ENCINSER 10 fHE , - --'I,--- JE , A - am"n -- FAMM -I- '. I 1- " " _M4;* 114 I 00 LAs, St"s 0 v *III". 11*/ A-S) IN CASE THAT PRECAST SrORC, PRIECAST CONCRETE PANELS� PAVERS, SIUCCO OR WOOD 00ARM ME FOOND 0.4 ME P'SID' &PUNEDA, 54ka SLIDUFF 'O 'PTS LATTER T"t Sat SPEUM LREAPAND'i FOR AIMEWL ;wg , - : �A. M11=14L ,Low/ 40oum A �� I 'ET rzv . V CTOMON ' OrIv kic I THI5 PEO. SHkL WAR IFfr ANIS AND ORTGRTIA� SEAE AND 5 ATURL OF THE PROFISMO L�� ---:!I- L­-:-� - *-M.- -F., � I Z;a THRIDIDED MW CASTING WALL OR n4OFL ANONKNIM SHA11 BE LOW ONTOLUT30 V REACH TK MAIN ' ,TRUrTVR� ONO 9 0 PANELS t�, TSN "A ,� 2 �1/1 - I - I w 2mm kAT CR ON EDIA JEMMUT-2nm " � I �� - W, tl.-, *000 ON WIVI-11 Of ALM ANCHORACE SHALL W A5 UFNINMID IN, A,I) AND 01 A.2), ENGINEER OF RECORD MAT PREPARED IT 3. "��- -­r-L;w---r-fi-- N SCALE I14*.,- 1 1 STATE REM)WED FW, 14- SkUTWR MANUFACTURER'S iASEL SHALL BE: ILOCATED ON A READILY TITSMILE LOCATION AT STORM z I '. �� I - I Im - � (w Ta�-atmir,4QWan-gmv-ftLI.Am-'r��A� - L. __j M 14 "w -,fi � � I , ALI 11 IM - L/4" * TAPSON ANCKAISAS MMLIFAMPIS, SY I- T, W WILOCY, INC, PANEL SLILTITER IN ACCORDANCE ATM SECTIMN I7,09.S.2 OF FLORIDA, 80ILDRIG CORE, ONZ LAIDEL SCALE 114'.1 � L , I jjjfl� �T I - le . SLIALL BE PLACED FOR EYM OPENING t.AMND TO COMPLY WTw 6ECTION Im")"s OF THE, I � 1--tl-" agoLmi - i'�00 L, 7JO CALK-;N ANCHM, 45 MANUFACTURED OY OCINA1 NO, FLORIDA MALDWO CODE - it= t I x .1/4- ,S1 4VO PECIAL , A11&8flMU-A!!W A-10-SET ANCHORS AS OQTAfB4j7E0,Gf ALL POINT = , SOLT At S , TY CS 1. INVIALLIATKAW ARE e, r -� " m ­� S"x 1/4'-I' - #I 4- 1 0 PANELLMAIS MINE 10 AND PANOLMATE PLUS ANCHOWS, AS MANLIFACTURCE) f-11 ELCC CONSTRUCTION PA 11"fil !14, 0YALT440INIJAINI , MAL FOR SU fmi, AZ-O Omis. LOADS � I 4MOONAP, .- -­ , � �� - 1/4- m ZAMAC NALUNT ANCHORS, AS MANUFACTUREP Of OENIN.T� INC r, I' 1 rfZ - #'�,-v I� ,!L4/;f�#% UP 16 +0610, -7�1 %' AND ,,Amt "LOTIM UP to 61-10, , �, - � A' pq I I , ­­!!� M ;pg�p ,!, F - � 2, TOD HE* ,=mp ff, ,0 w -- - I 0. �� �-, lot-Nvl ­ �A F I/A-=I- R. 1) MINIMUM, EMBEDMENT CW- TAKON 401OPS. = PANELVATTES AMC ZAW NATUN ANPHOR, INTO ME vtNI - - - DE flion High Vel*T,RyY Mur cons Zone) , if* - Ap � , , - E . FLORIDA BUILDING GO ,ur , -*�' , SLWK VN9 SHALL BE 1 1/4', e ." - ---- - "a �`­ ENS `-- I � � -� ,4, ,T "I - I'Alf Al, , - Q\O . � .. , �=%TWP, ac TIP, - �, 11 11'�*" I , " . I . . k - FLORIDA BUILDING CODE (NIGHT Volocity Jut come Zone) � Ni�� , PLIGIODA BUILDING CODE (High Velocity HufLimm'Zone) Z 041 1 �' No. . - --- .2m PLTEM Wr ��---- -­ 1ISE-40 � I-. -i` I- o. .11­�.­- - - I - -- ­- - &21 CALH-ts & SOLO-ISET ANCHORS SHALL 9C FASEDGED 1/0' INTO 'HE CONCRCTE. SLOCK UNIT, NQ ` ,W,44 " i 24 GAGE GALVANIZED STEEL STORM PANEL � *z , 20 SAM OALVANIZED STEEL STORM PANEL or" z � No, 4 7- i�t S W-100 PL=1 w- 20 "OE CALYA"r4EO MEL rp SINCCO SKALL 0C PEWITNEO, I/4� OL-20 SCREEWS USED V,V," BE I t1r LONG "IMILIA SHOUWO-x� ur, * --Ttt -� S*' * � IF ­ 010" ay� a*; ,.e STOPA# PAULL ' LAPW IN, AND I' ON(MV4 fCN WALLS WIN NOSTUCCO. I f - ,I E�m %m=v=,,i A.w '4� ­ I "�' " - '. i ` - - ­ - -- -- I ;r.m*.A;Iz ,.s. m-ImIrow � . - I - !-'% STATE P 'C��--� Ir �F.0 0 �,,, \ GLOBAL PROTEMON PRODUCTS, LLC. """"" - -------- , ST� - et= rl� ,�­Pm,� MINSTALLATIGNi'Irrm EFT2, -S:-. OF (- -�3- - �p, - , III L ­-M— ,d% IEO .,!�J� I �­­­­­ ,A - - � A zom � ,ft T v`.w, � 4301. 1 :-!> / -t- . 'p. GLOBAL PROTECTION PRODUCTS, �;Awm 1W Is III MATY SZ - - LLC, ,,, . � 's, -­ , —:�-� GLOBAL PROTECTION PRODUCTS, LLCJ "'A'A'" e,3) IN, CASE THAI PWAST STONE� OR PRODW CONCRETEPANELS, STUCI 09 P1.0 wiam III FOUND i� � ,; I".4 -175 L"' ,� ,pl DW, .1-­ / fit ECOINC, 'r, wit EXISTINO VML AW-40RS SHAILL SE LOW ENOUGH TID REACH IHIE MAIN STRUCIURE BEHI, jg -.4---, S 0IIAIwA­74-& F� Ulwaft-m 20 ti , ,--- ­­­­ - � t�,�,;ym DA4109 ft, - 5 �' ­71 ALMOMM10P. Hum."g-emw-11.1 9C, , *%pr1jIifr ANC401041- VAU SS AS APENP�ONED N LIA) AND IN 042L ,-,,-,,,o "t -- ­wp. ---.-T-- ! � i w . - � 15V - MW- n. =4 I Wx-FALQMwmwLoEmmQw 1. - , x IE NO SUCH w"s ,e�f $.`.', "'I'll I - �4�- -.1-S I -7�*, fA' jN$')s"-41q� 20-176 I ,,, *AM' I I" - -� � ­11� ­ I -- "'o , "C� �-*31�42150-�IK 11 IMPART, k,I, molowas I'* at malwUll " " 4 71;;� - A'Off-RHAPIIN 1AIM I w Is NAL'- .0if-I 0TWIDS-754s fmll iveAsn't-m? 20-176 . ,� , P,�XL � ­­ -I .0 R -.f � 4m!SLw. b� VIUST - to Sir .w ��, -9: ­­ ": �1 1. i V A - M�t-,-.- I ANY �11. rv-, 61-��� -- PIE v­&L/SW%mNvmE -- CA-0,01719 - I - - SCALID 1,0' - 1* � -I I �, I No", -.r C.-WOV10 ----T--------r---rP - - , - DKOVA, Pal -11 L" WALTER k T tri PZ ------ LZ11- - *Ov R`vviiv me - - � %A,�,AAA, � :-:: - �-- I -- --- I -­ � mm Ill v I 1-- -a-1 - -­­­.1­­­.11­.1. - I iLj WNP A, U� IT Z�, ,x ­ CIE. s"" E - : I I . . ... .. . I I I -- -- mi ----] r- I I I 11 11 I I MANI 11 -- � � DINO *1/4, 3/4, 4/5, 5/5 At 6/5 ,�;; e.-,\ i + 2/4 INSTALLATION D E 1, COMPONERM FOR REGULLR,-UFE SAFETY 8C E-Z HANG EORM EANEL SYSTEMS E pAtIE1 a) ImuLt ONLX FOR REQWAR mm x ANCHORS (SEE SCHEDULE ON I W/6, 2W/6, 3LN/7 & 4W/7 (SCALE 1/2-1 � -cm ma-k-lam W - � ­­--­­-.--­­ SHBET15211CA") -­­ --�----,---�1.111.1�.----,",�-"--3: MAX_ i INTO POURED CONCRETE OR CONCRETE BLOCK SIRYM-RE1 I I, rw , f I MIS- � � - --­­---­---­­­ 11- - ­_1 111­­�Llw (TwAL Wg")­­ ­­ - --­--­------ ­­­­ - , ­2.16-------� A I ELS 9"Bummm IWMLANEWD�� 0 a Z � 0 6 ; t - 1 ,,-J4�-� a 1 ­- Lpntu; povsSO CORCREM : -----­­,­-------- ­­12,500' (EFFECTNE MCM)­­­­­ ------ --------- � ­323, I fHD-1ffH-TRA=-(j�, I --- NA, I V. =1 I var I I S I E j I I ­- --,--- - , -I--l- -1-r---f­-T-7 -I--, I - ­­ -1-1 , I I , � I � 4 i ­7W--- 1164'011-�, l * D.M., 02� 03,q� � I I � - I I I �p i ti-,­­­­ - -- ­6 I�4 ­111­-­-1 ­­­­ I , I , - I m _4)� I -1 i � v,�I,k,; vu,IIRED � , (TYA, , , 4 .474- ­ I I 11 ANOtt 0 6 1/4* LW* I NO A I "), 12 v ', -1 I �� �Uftl � �I ­ T-1 � I @� @ ­0 I - , T � � i �­­, Sw ­1 3EG, - ` ­ ;w.", —MAXIMUM PANEL LENGTH , (SEE -SCILREOUff- ON I ( -- , j � 1,TiSo- - Im - - )w I I , I � � R�t SCHEDULE ON ­­ - ;1,�w I � I I , f .9.0.,-) MAXIMUM PANEL INM " � EkSTING POURED ,� I , , I I I I � ,� P i, i , � I i I , � SHEETS 9i THROLIGH "M 11 I I I ­ -A- I %+- OR 'I-' (ft�) 0 1 1 1 SiSm 9 THROUCH 10) � I— - , � i I CONCRETE f1to" 1. I T � I------ I ! .6-0, - -,- - i I . - � -(�) I/F.-m'. - , I - -4 i 1­ . I"----- , REQUIRED, law emn , , , - (m) a I", ft, A I t --0,2 ) CONCRETE OR , 1, i' � �11 , - , - -, 3475' � '. 1-1 � --- � r MAGNUM AS CONORM $I MAXRAUM " � i / , f , F- -- . 1/4' 1250'� ", 4 ED (6,�,.!T " '� I �� ,ow , - I - I 1�1 11 i � � ­ "'s . i 1 " � -1 �� , , i . I � I-— ­,11 .F4- f1mCREE & VOOD, I--- -- --i , --L- - � ­ , .i­lu --- ,- - -1, L'�, 1.1- 11 --- ­1 I .0 i " .e. 4 Ix st I M. 'i1I,. I � -- � PRISsURE RATING 1.�� ­ ­T--�,L! T- - � ­ --xi- ,� -- --- � ­---T­­ � 1­­­-­.­11­1-11- I -- I M- -, , ­ ---------- � ... .... ­, 'i CONCRIDT: ANCHORS ­­ -1-1- ---I wM S&VAM � 1064 06TALLATMS T WSTAL1,04IRS t ," - GE A� Em, � I - - - - PRV5SvRC­ Roam I . � "­ , � A-6i 11 � �­�- -1 .1 � .0w ­ 1-11A I'll ­ . � " � � T­ - -- ------I 9 . � �,`� I _ 4 It 11 I (P..,f.) I. or -) (R.'t.) 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LOAD ALUMINUM SPAMS 0 1 (SEE sc,iLOUU: - � 4 1 � Ea, �e0l x -Ij L I i SHIEST 11) �, �� I I I , I � �.. 2 1/2' 1 O&W , ",12 1 1 --cl , " I - 11 � � 2mi 1 1 � 0.01 (SEE ON 04ECT I I) I � � MIH, �I f I i I I I t ", N � SEE NOTE L, 11 It" UMJTA�US FOR : T' I �� [ F I ! � L, � I 1, i m*! 1� 4- ... I I f ON SHEET 3 W., i '�01 1 77- in. W., I I - � =3 ICU a I em (MES-LIZ= rfillui I I , � � ms, 'L� ", I I � �j � I P� � I I/21 LORD &ESvES. SEPARATION To i "k � 11 ,, ii I - ; - I SEPARATION I A SCHZ? , I -I) - ) �,6,,,4' " ­ i 111� 0 , ,�,,�, g�, I t , �(- k � I ,J) FOR SPACER SCIPAMTKIN 'c M0, I i I . UN, WIK%1,11-1 I 01 i 70 WAS$, I TO GLASS. I EL UNCID " � '?` � � " N [ � I - SET, t I 1, ( 1), � > I : I SCHEDULE: , � , I I -�� I ,,A - - 1�4. � I � ON SHEM Ama LENGTH It ! GLASS ( L. ; 1;i-p � I 1* ItA*1-20*1, SEE SCHEDULE I I'm SCRECIULE I I SCHETTLRE I � - DON M, GLASS, I- I I I I - PANEL AwZ FEMALE 0 OR PANEL MATE I M I 0 tr ---- ­­; - wratma (w , S&TO9 I (SIX SCHEDULE I I � ./4. 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I MAJL ,� & -) , 1-4-j -dy � � 14 - 50% I Cl) 1-1 - MAX i ',J-4 Sn 9 � , ,-,L"-r e , t -� I _�A:;, , ScAir 13/18�1` I ! ­1­ 9 4 : TAB A ( I I I SAME '" � I -.-, I --- , , SEE q 7 11 FOR NO, PAINIM ISNOTHS * I OF ILI I � � I I I I 11 -� 4 I ,O DESIGN LOADS FOR rOA INSTALIAMON, It --- ­ -- MAIL ( I I I I #I 4- - IED� : I - I I ' 4 � LENGTH %, � I L I Fa I I I , AX�j I ON SHEZ 1 (4)­ 1 1'� 1@ - ­ �- - I ­­ ­1 0 z UQ,1 ,!-A,,,,,,,,-,-----,,---.-t-,-�L-'---'j I or v i I I 7 -1, . 4 I � MATC I , I ' 11i - O.C, � � CIO ­ I I , "I, x � 1-11, I MARL � � - - 'LL IN 12 1/2 1 e I - � ,-- , A 1 =3 1 t­ i ; ­111 I i � L I I I a I , A- 0 , , I 4 � -I I ... � � - - - - - . : � — A7 �,'-1'11'1 -- ­-1..­­­-- I � - (D 11 I .11- I � � " 0 12 1/2, at � � �,--J---­` I , I ­­­ "I'll I 11-A 11. � Sl� , I I C-1 NO �IRSIO'L­ I I , -1 � : 44, � SO I : r------­.,­T I I ,,, - I- � � i NG1O"?-­L � 1-1 --y-- I i f­ I I - � z 411T JI.- " - - -," i I , , , '14 , I ,f �,,,'�,', I I �'11 , . ­- ­1 ­­ -,,,-A- 11-1-1-1 r-, � ,­ - 4EDULE ON ,-1­7 ($Er SCHEDULE ON "'IMPT111 ------ L� , - ­.- J- , ­1 I � : � 1 7 , I . -0 m4mm ANCHORS I � , 4 CONcRETE A I C EXISTI POURD) (SEP Sc , I -!� , N "' 11 ",� ", � I wow ANC"O" " ** um � TIK --Ij I., I I � I ki �, - J , 1 �76 �� a THROUGH Iolf- - /A' LjONO wx ALUMt om �-- �'- i j L � I I I I � ,,, , � � � CONCRETE ,�,����"-l--"�'ll�'ll"�'ll-�� EDGE OF WALL OR SL42 SWEETIE 9 THROUOH 10) !�.'.'�,� ; S?,f,M f . ."�, �', -1 ­­.---­-1j­­J 'L I 1­­­­­1­1! - ----- - -- , STAGGERED W/ SRAT � � :� �' � �f�, , -",� i 092, 1 &WAR " mw m � t/r Loa W, � " � " � ", �­,', � ! 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I VNA As , R aims iumiT I. x AP5 3 AS summ Re Amu i Ap"9" m agTZIAN, � Fp SCALE 1/0-l' I D. mW CA '"41004"', SME, z/s-i- I AWIN&M-1W I i ""s W" Am) TIC im (711, Carl") or INS fudmDA k. " SSALE: 3/a,,I, 1 Oli MAH.W. :%-�, ,,-� wav 0 �,V f k A, �V/, I,. IN 1 IANAM 14 �'­­.,, ;oPvIk ZONES, 11 I a,"HONAR I r , i 1225-M. I A % I ,�� Lot"1040104talk # �-------­ �** vVn$ ',- ,,-% ,0- I ---­­­­k �----- j LIJ - I- I ,T� A. T144'%. 4 � I., kli�, A � I 14 )7%, -w .. ........... .... . �­ , ., -rl -Ij � ly " ­ / �+;�. r I m pr*� .- 1. 4A Nm z " , J�� �`,��ENS -, I I I—- SID= .o`v\r,E,v I NO. 44167 " z FLORIDA 8 15- ,,- -�, ,, -� I F1,0010A BUILDING CODE (Non High w*cIly HU cone Z01101 ­­­­­ ­1- --- -I I - - - 11 .� %, FLORIDA BUILDING CODE (No" High Veloeity NO Done zono)f tfinLMFLL09WNVSA-QE-1M1I2M, z A. 11 * z I! 1� I 4G CODE (Won Wgb Vatocity MR -- calla Zonal - � - - I , INSTALLATION ARE ONLY VAUD FOR MAx. A.S.0, 2 , r z 0'm nm*1 � 'A' < -, f ` -- - `-� -- --- - -- - 122= U-n,00. 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I , SCH O!" ' ' �91�1!!�- /T1 LTE C 0 114C � , GLOBAL PR0TrCrION PRO I ____n�— . � C� 480P %W. st SIRM PAM, . EDUM ON TOP & BOTTOM MOUNIINGS CAN BE Ass s., VI IVNITT INSTALLATION, ��,, — AM ILW� 5 znw DENSITY OF D,,55 OR EOUAL, luir, TWINS a AkAt B� =,A z . 4 zlmi� 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��-�,� �u "", (, Omar, FL :041. .I" It -11, PAIE. "L rot , . 7� PV" zavtl-azoir � � -41AW-, INONE, 0114)40­7w� m ov"ifim, S44EM g & 1 0) COMBINED IN A,Ny WAY TO SUIT ANY 4 - �. 1. �j'��r"V,l - A, -* , . 20-175 ---------­- r­�. ,g� 7ic 20-176 "NALRIIH0 -670 20- i 75 , )m%­w%L FAIL EwHTPIOP�wv =1 04STALLA11014. D I �YG 4�v­ffipi, sow_ RINININ-71%% CUA)W�197 OR"'m W.. MEMBERS TO BE SOWTHE" PINE No 2, W/ SPEtIFIC "' - -11� . . - I Rw -.I iwv%poi I W - ­;:� P 011-10'I - - < - - - DENSV OF 0,55 OR EQUAR-, � 2,00061N) -N- CA-0011016 ­­ RN"veal, - �111 .,�� �, M -!!�Rl - m wA.1wwPwF1AwiI I - ____j , � WATER A. AS I I i AOLUR A, " k� PIC *= - i 44118 - P-I- ���� I— I V,.ms, 1L94 1-1191 , ­ - -­---­-­­­--- -- 16 -j 011- ,.., 111.1 L I � .... . ... 111-, .­­­ ­ 11. ­ h!- - m� =2 11 11 I - IL - � En I , I I I a- - - I , - "' , I - � I- -1 x - L ft "A"U"S I i ----- I - , " -1;�- ` - - �I%A` ,.Wt N/A 1� - I (I I _. _ I -0 , A , _ - ­ '. R_ k , .."D _ -;a, C � , " , ". �� - - I - I;;:- -!n� ­!� L"L- r- r� , I I r, , "I I- -I,-,----,- --! `- - .11 I , I F1r---T]-1-1 ,- i , - , "ii I I SHEET NO. I SH 1.3 - 0 --/ --/ FOR INSTALLAT19H IN POURED CONCREJEA, C T VALID FOR REGULAR. LIFE SAfAA"f'l & G_ ST(}RM PAfdEL �1a SYSTEMS ( \ �.. - 1_ _14..® . P OR POUND CONCRETE. 11 j VA121ES i I 'L!+ _. Z. 2" 3' ..013, 3103 n-tA OR Mac ® 8" ® REQUIRED ovWOOD FRNIEa-16 ALLGF SORT. N.11M. ARYi.E YA7fi.1 e 1 SjA �/4"4 _ , 2 i/2'.,, -AKON & 2 O.O. !1H POURED CONCHrE'.TE CfiN[REif ti: i``i„1". MR1. BLOCK dA 2`xA' WOOD FRAME ':: PDUREO IIOHCRE,E �' 1 f 1 ,/4'r A x 3/4` TAPCCW '.j_ .� REOUIffO CONCRETE &LOOK pit ` ? / /�, ANCHOR # t2' 0.�s""- -_ 2 1Ji' ( ! 1 �'- --' Hfi,- � - 1 Z''4' WdOb FRAME - ; OR i"; 1 r N4 F s" REONREO t'. + .i. i ' .3. .7i y, i1 A' I Fas j 1. 'x� s c 3 MNE ' 1 / 1 . XF fi , .ntk ANGImR NAPE TEF CEP R31N F>gn LL1aAT * aG 2`a2*I D85'111 ! t VARI 2 > 3 x .GSJ GaNT , r.' 5' Ma t J3 td UM: AtRAE 9a L St . . v iPSxa. 1 D8G• 3tNTSdSHEET O5- P TE CQNGRETE ` 3 ._- _.. QLWffiO CONCRE h+— —.. I T tE i PACK Ia°,%t Ai.#,N. I,OYT PEA 1_ . aingC OR 2'a4' O FRAME s' X + � . W00 4` % 25` f r St H,a l REO RR Oi- OW I 2 2` / 'E / \ J 1 6063-i6 A1WY T'f � 7 Min.;� 2 1 Y d'7 ,+ CORE. AWN. ANGiE L3v _/� ..-Gg-m....,i No. J GAP yb�✓ �.-I- i/4` I ROLF . V x .072• O 12• ILO_ 'J105-M14 OR 606E-iB .1D, w/,MCKNLn AAP^I ANGLE GASE APIAN) CASE B (PLAN) GASE C (PLANS CASE CJ {PLANS S^..ALE 1/4'=i* SCALE 1/4'=I- SCALE 1/4'=1' SCALE 1/4'=1" ------- a__._- _ SGUa- ' --IN - OR'. RA0.'O ' �, (���7 �/7^yy tYR)REO Fj[ryTIY. TR,N Al FEMALE $0 010 i'., _. _... I.�.a J) '(4) 0 .(9 E if -� r'jjpP. ROTTW4 OR ' PWF MATE PLUS (SIT f5X loom COMC tiJ "x4• sioEs pF aPFyaHD OR 2 : $CT1ELAilE ON StREiS 9 r ,., V i WII00 CONCRETE 9L. ARtfS A6N. ' AS ,_- PANEL FRAME AfiHJCARLf 1Y (MIN1n BEYOND , 2.*4, wm FT1ANf ':. S.TAM 4 REGLtIaEa s ) OPENING W10TH .' ul#S' RNJGe rE. CONCRETE RLC;riREO 1 "�). V `:: y ' f !t" f. , \ s w. 6iaGX pR 2S4" WOOD FRAME fi: i , d 1 NYEiNIfiEO 4 £. a'4.',t°t. fix„ 1 I ^1. s._ f4 Mb i ' '..1N, AN4YIORF'R VARIES, i ---�'..:,�'`. J W/ ERRED[ k. 5. REM FIAT EIAwpS PPRNIE7, m MR.1 +'''--'f `gip" WALL. (NEVER Gn DID PANNED % : BO ,OrSTANCf ..Irs,erx�s I ('m.) - ' / i N .'--- s� --� < � 1 1,j � . ,r,.�� 'A� t! li'', CASE G (#�LdN) \,\ SCALE I/4'-i' ////�' MA. e�t, A wa: .�` '�, . r '. / \—/'� L .."�, VAW FOR ENRECT MOUNT INSTALLATION ONLY At �1 -R.•o.c •• GEED T„i Se .. CERTIFIED PANEL INSTALLATION AT WALAS Wf z No. d4T$7 S SURFACE LEVEL. VARIATIONS WITHIN Sf4* - * ; * . * = FLORIDA BUILDING CODE (Non High VelocityHun)cone Zone +�1p. _ _ CASE E P ASE F PLAN z 6 tt 24 GAGE GALVANIZED STEEL STORM PANEL F.P. F�pR10 SCALE 1J4°=1` SCALE 1.J4,=i• ,,, DRARN 6*: .''1k GtABAI PROTECTION PRODUCTSa LLC. m/ate / ",- i1L EC 0 iNc. YFIHkMA11 #6GR 3.W. at Silver, TYrii iE'SnKe R ENWMEEMNG Ca if tf ,.R. Spa a I. m,anml' aMoa. n.:i+,4 wax,. EL. 333,A 20--175 +men:. ") M1-M . Fa, , ¢vI ma-14,1 RUNE Aa: NSM-7956, FAX: (9")M-alp] C400eeftTkm,9 �' °� 'Ai 4` �.. P,E WAATtlt A TAIJI dr.. PE- t. pP tF-t+F.. s um s ,N' . (VALID ONLY FOR PANEL(t}INSTALATiONS AS PER ALTERNATIVES ITV THRU 4W ON SHEETS 6 & 7) MAX. &S.D. DESIGN PRESSURE RATING P s.F. MAXIMUM ANCHORS SPACING FOR E.D. L. AS SHOWN ON SHEETS 6 At 7 APPLICABLE 7D TEF#NA' / & ANY" OF THEM THEM k"ImUM ENL•.TH 1' 00 K, TAPCON LAC SCREW PANELMATE FEMALE ID PANEL MATE PLUS WOOD BUSM'NG 13, ! t3" 1J` i 3 3 Hv {TOPa ! ' i " 3 13' i 3 t - - iW BOTTOM ( ) 6 1J2' 8 7f2" 6 1/2-j2 f (LOP) - - b 1/4- 12 Ile 6 1/,V 2W (BAIT.') 5'--0° — _ _ . S. _ _ J (& MOM } 13� 73` 1 3 13' i3" W(TOP)- +4 -45 0. OR LESS - 73" 3 3 - S3' ---- - 13' 13` W {90TTOM): 13` 73" 73' !3' a J Z W (LOP _ i;3 � lY 13' 13" tw (WrIVIA a 1/2` 6 1/2' 6 1/2` _ 6 1/2" ___I' 6 I/2" 2W (TOO) 6 1/4- I 32 1 2' f i A* B ! iBtpj ") >'-' 5 0 4 v!2` 4"f.-: 5 1f2" b 1/2- t1DP} ' TO 14'-A' - 4 , '4 / 2 4 1 F2" - I 1" - 1" 3W (BOTTOM) (BO ) _ O _ _ 9 1!2° _. .. 12' _ 12, 4' m W... (T ) _ _' --1 . - - 5 k.' -- v Y B w BOTTOM T F ,D. '. DESIGN LOADSMAX.PANEL LENGTHS WHEN SPACER IS • SEE ABLE �1 AEA)(. A.S DES[ & MANE USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D, DESIGN P RATING E a.f. MAXMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 At 7 - APPLICABLE NETT it NY ELF THEAa MAXIMUM PANEL 1ENOTN k ) TAPCON LAG SCREW PANELLAATE FEMALE D PAN£ TE PLUS W'DOD RUSHING i3 13• 73` 13` t3' W TRIP) 1 ' i W BOTTOM 6 Ile 6 1/2' 6 1/2' 6 1/2' 8 IJY (T�) _ _ - - W 6 1/4` - 12 Ile 6 iJ4' (Bari,-) 5'�' 7• ; ; J2�- _ _ - B` __ W -_ Sw (BOTTOM) t3" I _ t3^ 13' .� -d _ Re M >+45 -45 To +7! -79 i 3 1J' _ _ 1 3" - 73' y 13` 4W BOi1 pM { ) 1J' 1 ' 3 93` 1 `_ 3 O` 1. W (TOP) tY 1S' - lY _ IS_ .a r J# W i (BOTTOM) —a Ile 6 IJ2` 6 1/2' a 1/2' 6 7f2" 2W (RIP) - 6 ! 4` 12 1/Z 6 ! 4 2W �4T.• t >5'-o" �4 1Y ! �717' r 7 i 2 f _- �3W iW TO r- * 5 9 Ile .rt f - _ 3W earroIA 13' SY 3 t3 5 1 J2" - ( ) i]"-u tY IT 7Y i ` -4%' O ELM ) (�T 1 FOR DESIGN LOADS &MAX. PANEL LEN S FACER IS " 5EE TABLE R MAX,M4X. RS O. DES GiH WHEN USED, CORRESPONDING ONLY TO ALTERNATE 2VP ON SHEET 6 TAKE it A A-S.D. DESIGN LOAD MA) MUM PANEL LE111GR1 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 ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ S1PhQiili,UN 4 4�_1/2` D.C. INS'I.ALWI!2N OETAILS FOR LIFE SAFETY PANEL Z INTO P9UREP QQNCRETE.QRO CR T s UG I.I 1/4-0 TAPCtlN EXPin1JG POURED 1/4.0 TAPCON ,_gL15TiNO POURED ANCHOR* S OC -CONORERE OR ANCHOR 0 9 OC CONCRETE BL / 4 , CONCRETE BLOCK Y, CONCRETE BLACK `- REOU'tED. _ R',QtiiREO. L 1/2. 1/,. I r ill" !I/4' MAC.___._.___ __ "' AN% 1 E.Q.- ,11 a^' f _.rsr !, I I r1 f.. r.. 1- 1 ) I_ I. I _.. f *L` M93. PANEi EVAT TH L_- 1-- - (SEE FSFVATION I .. Il ON SHEET 12) - -C) 1J3 ,%4`� 1 E r EOr I EXIST= POURED p9LACK __. CONCREFE t ,. f2EQU1RE38. .'r,. i a' . ! 14 1jr OG � r„ i e,. _ _.3. A J : b 1/4-e PAKUMATE PM>JS _-, ANCHOR * t2: i/? O.G. SEE SWEETS 15 & 16 FOR Mo14M TYPE & "SIPPONG FOR OSTALIAI,QRS INTO WOOD FRAME BUtDI{GB, MINNAUM ANCHOR $14CAIM ANO VMMUM 00011 INSTANCE ARE WICITm oN THIS SCHEDULE, FOR LZ LESS IMAN INDICATED ON SCHUMAX REDUCE A40M WOW BY MuLIPLYING SPACING SHOWN ON SCH®VL BE THE FGUDWIMS FACTORS. FOR THE CPERATIai '1O HE POSSIBLE, REDUCED SPACING D6FNNED USWG FACTOR SHALL HOT BE LESS THAN MINIMUM SPACING WDCATED FOR EACH ANCHOR TYPE ON I" ScHmUtE- .ANCHOR "m 1/4'R 1/4'R I h TAPDON MIMMIAL ANIPIN SIROW MO - 3 "'MMNRII'wiE EmW.M GAJ 3 3 3-1h PEIAM[E= [ w :=:a (kl Amm. WK tf mmz CEW Aw" I ,/,I G'i5 __ _ - y __ _ 1 I k.Ii, .09_ 3,i 2^ Ar eA 1 1 ,1 1 { 1` MAX, .. ""i- a PANEL LENGTHI ! (SEE ET 112) _) ON SHEET 2) 1 d 6` IXISTWG POUREC : I {� CONCRETE OR - /' AT 1•ti CONCRETE aLOCK ___.—.. .__,_ 1, - �, , 1 J4'4 PANElAfAE ^_m1 -- A,NCHOR ($EYaNiQ) WALL MOUNTINGS SCALE 3fa+-t` FLORIDA BUILDING CODE -(VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS I. THRU 5, ON SHEETS 4 & 5) I", A.S.D. PRESSURE �sA) WU:WUM ANCHORS SPACING FOR MIN F.D, PER SCHEDULE BELLOW III APPLUBLE m f & ANY MAXIMUM EI .I: (k.) 410. ASO. PRESSUREANEL RATING (q,3,#.) MAXIMUM ANCHORS SPACING FOR MR E.D. PER SCHEDULE BELOW - . — APPLICABLE TO SECTIONS 4AXWUM PAWL LENGTH 1. (#t) rAPPfiN SCUD -SET PAROSUTE FEMALE ID PANELMATE PLANS 7AMC-NAIUN CALK -IN TAPCON SOW -SET PAREiWa1E FEMALE 10 PANEIAKri PLUS 7AVAC-NAILRN CMX-IN � &. ANY 10 .. m m m To '� m 5...._.� i"�"`� 1O RW TO tO TO TO Ta 7p iD m 10 pr ,iiji t4S -45 LESS 13* IT T3` t3` 13' 13' 73" 73' 13' tY ff.3�' 1 (TOP) 6"_a' pR LESS + R5 -.4O +50, •-55 1 ` 3 1 3 7!- 13' i3' 13" t]' i3' tY i J` IY 11RRACK 1 1 (TOP) 5'-E' D. LESS 13' lY I3` 13' 13' 13' tY SS' T3" A 13' _y..13' 73' I 13" 7 (gOTFm) 73' ( 13' t3' 73° `]' f3' ,3' 1Y 13" t!' iJ° ti IJ2 7 (@OSTOIt) IT T3` 73" tY 73' IT t ' 3 ._�,,J• 73' 73' 13" 13' Y (TOP} 73' < 13' 1 ]" I J SY - "' tY t ' 3 1Y 13" _ 13 ` it 1 /2 2 OP (T } 1Y ,3' t ' 3 13" f3' _ 7 3` 13' IT 3 ' i.' 13" 3 .. f3' -" 2 BOTTOM (BOTTOM) 3 � _ J 3 l I z / 2 (BOTTOM) T3" � T3` T 3 1' ] IT tY 73' R-* 3 13 t3' T' Is, 3 13 3 (TOP) tY IT I 3' 13'� Ir 13' SS' 1 ' 3 t3" iJ' i' 3 13" _ - 1 ! • t 1 1 2 / 3 (tom) g a 1.-.-.li(.�- '. i t " _ 3 3 _-�--^-.- 13' i 73- f ' 3" S 1 , ,_ 72 1�.-"t? Iz 8'- B'� t' 3 "„"� t 3 ti3` .__/4 1 1 2' - / 9i iY i 5 3 IT '` 3 -.- 4' 6� 4 I / 8' t3 _ 1] _ ~1 ` 3 ,.__.._.._ A' B i _4' / t3 it _ 1 b _./._. 1 1' 2 8 ! 8' Y. 3 t J AJ` ..-.._... t 2 t 2 f 1 3 73' 83` _.._._.,,,.-.. B 3' 1. t F3 13 I SJ ��� � i3 il` -.,,.., ......�..._.. B i 4" f _ 8' 1 J 7 ! _ _ 13" .-,_..,,�__.._. d 1 4' B i +* l 7 t 2' t3` t3 13 ' d 7. 4" 3 ganoM ( ) _ 4 aP ... BOiT { } 5 OP Crop) 5 pD ) ( T1OM g_� P �_. tl (T ) .__...__.._.. B B0,'t.'a -� , 2 t 2' % 122 7 2' ! 1' a 4 J � a t e I 72 1 Y 2 1/ 2 f f fi 4' 1 _/ 6 t e f 3 ( ) — T) 5 1 Y 8' 8` 6i d' 7i'2" 6' 6' 8" 5' 4 jb ('�') g* I ' J 13" ,3' _e.To tl3' 13 IT . g:� I_ 1' 3 1' ] 6, 6) 4' 'IT IT _ t3' --._. 6 7 4' - tY t _3 t 3 fi l / d 13' 1Y -,3` 8 1 4� iu :. I}" T 3* I i3" i ' TY 3 - 1 - ".�.�. 1J` lY 1 J 1Jn 7 3 � 13` 3 1 s ". t 3 6 1 4" / J it 1 2 ! , r 2 1 f $ 1 4' f d (BOTTOM) (TRP) 'S D34.. (gOiT ) 6. {TO P)_-. 0 -. BDTT. ' ( *") 5` IT 10 1/2, lY 13* 7" 7 1/3 5 1/2 13' 4 ifZ".4 {TOP) a5,�, - 14-t' - 43, S` 13, 13, 13° 8 1/2'.. IT $ 1/2` 9 IJY 6 1/2 I3' 5 Ile 1 ) TQ R-6' ?` 13' ,1' 13' _7' 6 tj2 13" ! 9 if2 1a ,f2 7 i/2. I3' O" I (BOTTOM) fY 7 Ile 13' 13, 13' IV 13' 0" 11• i 8' 13- 6 I/2, 1 (BOTTOM) I 5' 7' 7't3' r_�:_ ,]" 13` 12 i/2 10 I/?' 13" 13',3' -E II IT tY a t/4' 7` 9 I/Y B iJ? 6 1/4° i3" ,3' 13' 12 1J, - 7` ' 9 i/2 0 1/2 tf4' 7 T(2-I6�1/2 10 t/2: 9 IJ2 t0 1f2 7�if2 - I - t3/ :S •3" 6 1/4' . `b 1/2 8 1/2' 4 1J4' 2 (TOP) 2 (BOTTOM) 3 (TORN 3 (�;)— 13" 8' il" 73' 13` g iJ2". t]' 18 9J2' 9 1/2, 15 1J2" 13' S 1/2" 2 ([tA',} 13 7 1/2' 13• IT 73` IV 13` To' S7• d' 13' 6 1/2' 2 (BOi,OM) 13` i IJ2' 13• 13' 33` IV 13' 16' it'_ 1 8_' 13` 8 IJe J ([OP),-fi„- - - 1 , ', 2 /2 / V 2 J 6 1 4' J 61 472�1 J 2- I2, J -S--T - I 5 1 4'.61 f J 4' } 90TTOdI'- ( _ g' IS 7/2' 7' `J IJY 8' 4' 4 t/el 3' 6 1/2' S' 4 (TO') A 7J2'I 3" 6" 6" 7' 4`a.<' 4 lJd' 3 I/2` 6 IJe 3" 4 (TOP) 1 g" g` - 6* 5 1/2' _ 4 (8017040 e' - OF - e' -_ 6` - E 1f2"! - 7 7/2" - 4 (BOTTOM} 13, i 7' 13` IT 13` I. 1/2' lY S/2' fo1r S. 5 (TOE) 13" a 1/2• 13• 1 I3' 1]' le 9S IV it' a' 13` 6 1/2' 5 IMF) 1Y 7` 13" tY 13' 9 t/Z' H'3 tJ" 74 tl2` i0,3' R tY B Ile 13' -iJ' 13' 73` tO" TY 7R it- a` tY a 1/Y N}73' €S' f3' ,0 1 fY 93" ?" 13` '- j" T 13' =!.9:7 lY E" 13' iS` 6 if2 13' 5 7/2' 9 iJ2" 6 1/2' _ 13' S IJe 6 (TOP) -- (:- B f14" 8�7/4'. 6 1/4' 8 i/4' - -.. 1/4' - a 1/4" 6 1/4- 16 i/4` - - - - 6 14` 6 iJ4` 6 (iBOTT.'•) SEE Som I FOR XMORAS THE 4 SnAD NG FOR MSTALLOONiS INTO WOW FRAME SUALORNCS, M' VPAMMM ANCHOR SPW.445 AND WaMUM EDGE 04STANCE ME wRIGMED ON TIS SGIMME. FOR EO. A,MS TIM IN NIPTED DN S0,TWU REDUCE ANCHOR SRONC Of MULTWLY'R4 SPA004 SHCMN ON SCHEDULE $i THE FOUDWIND FACTORS, FOR THIS OPEPATKIII TO RE ,M55BNtE REDUCED SPACM OBTAINED ucto FA" SHALL Mo[ BE LESS TNAN MINIMUM SPACING IRDAWED FOR EAO' AND" TYPE ON THIS $GHMAL r I/4' 1/4r 1/41e 1/4'y V/ *w 1/1`R.__ AEA TYPE TdPCGN 4a1i7-5C, 1 DRML-N4MN CAt14-!Y -NI4WNM ANaNw SPACING (h) 3 3 1 3 1 3 I Ile` 2 I,Q FaEAMUMW$f 0, 3 3 1/2' 1 3' I 3 3 1/2` 3 Parma P.13 B.00 N 7 31/2` 1 31J2' 1 31/2 31frl-,isa A�CRg1 , i95'R@fCtu (ED.) FACM Das - - -- _ _. -.[7ic�-.- - - - - ..1A6 '-_,:•OLIOe 11J5 ! 1j2' -tlY -iD6 - SPACINGS ONLY VALID WHEN SPACER IS USED- SEE T f1 FOR MAX. A.S.D. DESIGN LOADS' & MAX. PANEL LENGTHS WtiEN SPACER TAU III AS fl» N LOAD MAXIMUM PANEL UENOTH 40 PSF OR LESS $'-8' > 40 PSF TO 50 PST. V-2* > 50 PSF TO GO PSF 5'-10" A MAX, PANEL LDIGTHS ARE ION Y VALID FOR INSTALLATIONS Wf SOLID SET ANCHORS & Wf A SPACER AT 12 1/2- D.C. ., _. ------ _ .._-.ANCHORS (SEE SECTIONS & ALTERNATNES ON SHEETS 13, It. 15. &16) __.--_.__—_.-___ ___ _ _.*, '+3' R-IA/13, R-2A/13, R-3A/14a R-18/13, R-28/13, R-38/14, 3' MAX. :i D.W( j), � R-1AW/15, R.-2AW/iti, R-3AW/16. R-16W/T5, R-28W/15,. R-38W/16. 1 f°__i (1)ora _. _..-___ _ - __ ___._,_ _ f Ta i ---- --- r - -- I 1 i fi �----r---� f P tt GG i 1 ( i i I i t � I I 1 I ! t i f - i i I i C L/2 t 4'p-20ti" S.S. BMTS W I I 'T" i ,1 (USE FOR PANEL LFNR111 MAX_ i OVER 7'-8� PAN0. LENGTH 1 i I * +4D.a T. R E'-$ -dp.O e. `. �Ri' P R O M PANEL CULW S'fORAH MIEL EGULAR ST I P, I w OVERIM A1I0 PNNEL LENGM %L 1 ( ! T) ` -I :. - 1 '. : T-6' O +SQL -54.0 .af, LIFE SAFETY STORM PANEL _ R P i OVERLAP ID PAM! WON som M pT/Q + A A A ,. [ USE EAT MIN. PANEL ti1NGTN I > I- ' 2 "x'f±'�'"`, _ . _ ;.i- �, AT ALL MIOLINIM4W jj r t BOLTS W t� q jf °i i - I AT t A T EA. 4vEt1lAP" I. 1 , t II r. !1 11 i Ti ..­I�1 { i I I s .._. ,.. _.... � -----i�I;�, i_ ... _- . -.._... �._�_.....- _ .. _ _-._..._ r _.,. ice_ _ - " I �' 'I �—�I -_­I1 -[I_"—,-I1�I,;ZI t.l _44iI __+�l.��IiI r ,. _. .. : P + t �(2 NOTCHES AT STUD - 5 - 1 N 1-�17GAT Q O L FE SAFETY"_ L j'; a"<, PANEL BOTTOM CORNERS L_ ? IL) ''; I (,. D.M.3 , L_... ., 1 t-IIi �__ .. r •-OVERLEAP-----G"VEttLAP� or NUT AT : WING PAN L R04 .M '. 3A yyjN_ LEFT PANx'1. filG#1T PANEL 3 IAA% t INSALLATION5 ONLY vAi1D FOR WIND MIL, R-IA/13, R-•iA/13, R-5A/14, R-18/11 R-28/13, R-38/14, f Mw.: SPEED UP TO 170 m.P.n. �R-IIAW/15. R-ZAW/15, R-3AW/16_ RL ISW/15 R-28W/15, R-39W/16. - ,,,----- _.----- ____._..... _ - _..___-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &IS) ... ___._.- .__..-- _ _- - 1/4 MAX. CAP LIFE SAFETY UORM PANEL �1 ELEVATIT-4 (t) III SCALE 1/4"-f" 'REGULAR 2687' ;-�REGUW2 I STORM PANEL ( ' AP , VACtE 44RLEl1 "" *....IN x STORM PANEL- _ '' .__-._-_ _-_ ..- _-__ r LIFE SAFETY PANEL z."Q°; IT :T�s FLORIDA BUILDING CODE Nan High Valocliy Hurricane Zone. 24 GAGE GALVANIZED STEEL STORM PANEL iPd3E. R1»Y13, .E' cl~ . Rsg2n 1xTe,:a, INC. W %4<J t,!T.. 4��.`' N.,.. . ! C iir INC...�-. aTJ22p4nm DEB y� �.- GLOBAL PROTECTION PRODUCTS. LLC. �,m S CrjiON A`A 4500 ". 51 a7Rm ,u itl, %, pee 32M M'MAM W`pRrA R 43ta MYE. R a. SCALE 1/4"=1" %/s '�"� Hone 1MA1 .s(SS+)X55-5, FAY 44,F)DOR-ERP 20-175 iwAeasr w . - iu 4EAMK No: CA -000E714 PSALj9G,M3URFJCA,E RILIEk A TILL, N„ P.L fi-1" SNOW 12 GT Is ifA 4 t67 INTO W_Q0D STRUCTURE ; x ;- -- t [ i - iI _ - iI _ WOOD HEADER -- t; .. REQUIRED - 't _ WOOD HEAlJk7N I "FFEOUIRED fI . 4rD ,• _ -REQUIRED HEADER '___ !I `! WOOD Hf4DER TtE.IRED ty 1 �1(4'R TAPCON ( 'ANC `'! _ f4`P TAPCON # i, I. .1. .-1 ;i _�4'R TAPCOM �4'r TAPCON fWR 4 9' O.C. 41 ANCHOR 0 9' O.C. _ ANCHOR O 9` O.C. 1F it ANCHOR 0 9' O.0 I _ I A ' i -: i r I 41 i .5 ,t 2 / ! � =,, ., 'I MAX. ' . , , ��, , 6�I Mr_2�0 i-1,i1 ' 2' ! I 4' rl 1 i 2" A f I <' 1 / MAX. ' I. , I t 4" F J �"1, � . ; ...-__ ` 1 ', 1� ; __._____ 2 I - 1 MAX. ! ., 'Min.'. „ .. _. _ `_ 2 .,., I1 T ', ¢,� _ _..,_ _ 2" n I # ',.,I MNt. I _.— F . :- ':.1,•' AKn.i'! , `.. t ''I 1 ,, I arI 1, i�, I : ,. ; Min., .'. . t. p d, ,' ;' M7,1, I,• '. !LI::;� ;,�, .' ., . 1 _ I — = ; 1Hti�7p,.1" n t7// q E)a5D119. 1 524,.IMA'fa)W �,_ -:.- .. Y,".,'., u N Exr-a1l.,p 1 : r'I.16 w - I ) ij#'4.2Iwi" -,.':a: i , T.. ss w CLASS AT EX(STi. ' A C -*� 1 i . x< Fax •e t '. GLASS P T. .. _ ttFOat IDh4 f U I p 1 1 I pi._._ 7 _ ___....._...i "L�' �._� i- __.__. ,.._--..T-=.-::# i7. Il.. WN,SMBL �t� i1 f Y H a0t'Y-fF) i 61'ASS 11 'Y," MAX 11 I � IL PANEL LEWH ' I .. 7 1` 6Ynx.. R- .-._,-yF::- -' , .... . - __._ 7 ... 3 3 PANi` NARK. gg _ -- -- '.(SEE II Y 1 (j 11 '. PANEL LEN072# 0 {SEE. ELEVATON ) ON SHEET 12) 17 _ _.__i.___-+! ; PANEL HEN N S SEE ELEVA RE1A1704H I ` ON SHEET 12) .._. _ ._.., .:-. _� .�(' __�-_ II 1 II 1' LGn. ;� Ii'-SEPARAM+N__ 1 V "TO G40.% 1 �-t . _.. ____-__. I(SEE ELEVATHSN IT j j .ON SHEET 12) o - ( - h-.:.. _ I_._ µ-,... 1' At.. I -.t 7 1 lJ2 Y 70 GLASS. i !! `•:J B. - P _::-.. ____ p t Min. W -SEPARATION-.__ R TO GLASS. d ._ V __ T T.. �'\ ON SHEET 12j 9 r H - I .A- = r i ...p� ' ".. 9 I. Min. 1 l.! _. 9--^-SEP!WNTICN 6 TO MASS. II __.._ - _,._._. ___..i I F __ L _:�.=-:.{ _ .i,.% _ 1 1 . _ ...._� _ .- L �:, nit 1jY'. .. i -.. 'I ae121jC L _ 1 ' L g1g EQ, _ ,..v ! .. '.Y-i -.. . t :=. :._;< „ ._ , ._. _ _ . E4 `--.,a -r` r,l, -' i I ._'__ 1 EQ . -`" � > � ..: _ _. _ i `.^- - -____ 1_...__._3 , : EO ^� 1 1 N r. _.._! EO '• r< Y,' `, � 1 j2• ., r4.1- E, ___ _"-- 3 __'____L `F ., : '. �. -,_- s� ..,. 1 .. 4 t I E :! .._>.. ,. 11i 2'x4` RIC + PATE ICE RE Rq 1 i� G .._,. F ,I I. /4"4NN3 ' .....1 .SS. .. ARTS k.N-& a 77 1. aX. tR 4` T i R APCON 5 ANCHOR O 9" 'R T ':, 1 4 AF'CAH i N tlR 0 9` O QU :! 1 TILL IN._ �% . �, 1 _. ANCH 4' TAPC 1 P ON 2"x4a W'GFE R `O.C. P __ L D 0 9 LATE I : ST STAnCEREtl WJ 67UD yxA' WOOD ( STAR .C. {3 STAC&ERED Wf STUD I _,7 : S i I s , REOVN'T2 ;N1. { :i r N all APGQ ANCHOR Q 9* O,C- "�T+I1liE '' PLATE A tI I _.x.._.__ ,._ ..,.. REaUUREO ..."-_ . ..., '. - REQUIRED >" _ ALTERNAT R-1 AW F` — I N¢TIV E R—'SAW . _._ : ._L I' ._ $j [(j( 2 �RgGuLAR EELS [ S(�EE3 PANEL R WALL MOUNTINGS SCALE 3/6.:T' 2 REGULAR PANELSJa!! 1WANK f Tk:,,�i SAFETY PANEL WALL MOUNTINGS SCALE 'A.,` 1. INSTALLATION ARE ONLY VALID FOR AS.D, DESIGN PRESSURE RATINGS SWEET AND PANEL LENGTHS As PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD i` f✓ 3'7`: CENT Z = ar _ = * ; * .a'., STATED .-.-. •jt ..�.. - FLORIDA BUILDING CODE (Non HF h Velocity Hurrteone Zone '0 TA192k W. F:p_ 4 GE GALVANIZED 2 GA GAL 2E1) STEEL STOIHM. PANEL DRAE*t �, t GLOBAL PROTECTION PRODUCTS, Li C. w v' /C /MC. - -'-- iwQ 'Ay Im S.W. 51 SIRKET MEMBERS TO BE SOUTHERN PINE SPECIFIC s a £ CR � -� t sxs,,• : ' t. " FL NOB AW oa, b i 1. aA Nam. x n 33314 24-175 No 2. W/ DENSITY OF 0.55 OR EQUAL 5 x�0 . 's ,J6�''""„ O'"RIu1E oa. w : C-) -1„tr , k:) o+-Eta PPRONE tlsA)6en_7a,e, e.tit Vn®Abd MK♦ epoartew .in DW, r'A<: 0U)S I-67I7 Ku 64Ntl'0: 1 Nd: rENIN t WW.7ER a ',.P,B p p T,S ax 8 {VALID ONLY FOR PANEL(D INSTALLAMONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGNPAtNEi.tMMT$ PRESSURE RAXINO (P.a1) MAXPNUM ANCHORS SPACING FOR MIN Ei7. PER SCHEDULE BELOW AP ---- LE & IF MAAYlR/M PAFIEL LENGTH 1' 1nJ MAX. I.S.D. DESIGN PRMURE RATING MA%1MUM ANCHORS SPACING FOR MIN EA. PER SCiCO1Le BELOW APPLICABLE TO SMTONS A 0 ,MMMUM PANEL LENGTH L• (a) TAPCON S(NAD-SET FEMALE .� PANELALATE PLUS ZAYAC-iWLiN C"-IN TAPCON SOLID -SET PAt&TAM� FEMALE PANELMATE PLC 7AMAD-NAlUN CAl!{saN CON m To m co�RCE ro m cGHMa iQ( TX7N ro ro m m aWOEm 16 to 001,4010310h T -^d5_ "7. -75 tY it' IT IT- 13 t$" IT 12, 13" to' 1 (TOP) 5 QR i:ESS y+75. -75 Tn +t19.-11a6 Is- 1 5' 13, tO 1/2. 13' 6 1/2 13" 6 i/2 7 1/2.15 Ile 73' 4 Ilse 1 00P) 6._a. OR Egg 13` ,1` lY IS- , 1I 7Y TY 12° tY III' 7 (BOTTOM) 13' 6 1/2` 13' 13' J- I' 14" 9" 10` 7 1/2` t3' b' 1 (SRtTON) 1}• it` 13 t3' TY 1Y :13' 71�/2-12��I/e _ 72' i3` ip` 2 (T) t3' S t3` i0 tf2 iT i " 6 /2 t5` 61 2'7 / 1 2' ! S1 < // / 7' 3 t. I " !2 f2 2 OW) TS ti` 3 1' S t3' t3` t3" 1 ' 2 t3" 1 � 817IT D1M` S )7' tTaP) 1 3 T' 13" t ' 3 tY ¢ 1. " !2 13" 9 t 2 / II Z ! 1 IO' t 3'6 f2 (t?L1fY3) ` 1 s 1, 3 f2 / 3 / a ! f rY i 3 K--i- (T1J" t]" 13" 13' 73' 12" � ,J'u 90" ? /2 2 7 T 2 f 5 r 4 J 6 1:4 ! - 2 1 2 / 6 1 4' / �- 9-- a t 4 ! a l f1 ! BOTTOMt" { } !2 'Iz1z"$ ! f 4' l--- 9 6 4 B ! 4' 6 1 J 4' 3 RNA 1ioT71t ( ) 1_:_111i_!1__]-__ n t137313 �. 13' i.- 13" '"'a 'Y : 8< to iJ zB 13 i » a3 r ,Y 6 t Z d"" 3 ..-_... 13` 7' 6 -.. _._IF 1,..._: 3 t3' S' _ 5• 2 _...,._.._.: ,2' B 1 3 ..__13 _. 73' 47 2 -a 1 o _T.,_.. �10 (TOP} ('BOTTOM) 5 xam )13 i,a3 -. 6 � ("i ) --- 7' 0 3 iJ J ` %2 , 5 g a 2l 3 �._., i3 5 1 2 ! 3 z _ 1 D t 2 !____ r Y _.- * _._. iJ __-.-.��a+ 1 3 /2 9- ___ t ` 9 2 a T l? 0 a .,....�- 13 4_ _____ 9I ' ? fA al 2 f7` 4 1 / 2 ____ / 1 /2 R113 i 1 i2 3" 1 7 1 2" 5 z 1 61 2' ! � * tJ 1 3 27 ! i ' e ,_8 , 2 !' 4 (TOP) 4 (BOTTOM) -) 3.___ (T10TTY)At) 6 # D) 8 ,/4 a ,J4" 6 if4 6 SJ#" '- - - - 8 tf4' B t/4' a (BORE*•}. - - 6 1 4 ! * 6 s l4' B t/s' S TfA* a 1/4' 8 I/1' - - a IJ4' 6 t/4' a (BOTH.*') 13' 3, .7 Ile _7 I/2' 13` IT IT 13- 13' 13, 10- to Ile IT L3' to' i0 T/2 tt'_ t_1 I/2" 6`. '' tY_ 13, 6 tf2* ' 7` t (tORi 1 (BOr1m) - >B,-5' To 8'-0 fS_ 5" 13• to 1/2 .. Y3' 6 I IT 6 1/2' 7 Ile 5 1/2` _.. 13' * tj2` t (M) >5'-8' TO r-5' 13" 6 1/2' 13' lY 1J' 9' IT 9' to' 7 1/2" i3' 17 f (60MM) 13' 5' 13' 10 1/2' f3' 6 1/2' IT 6 Ile 7 1/2' 5 1/2' IT 4 1/2' 2 (Y0.°) I!` 7 1/2" IT 13" t3' t0" 13` to' I1' e' ,3' a t/2" 2 (TOP) 13' -7' 13' 73 t3` 9 If2' 13' 6 1/2• f0 //?' 7 iJ2" _ 1.3^ 5 1j2' ?-(BOTTOM) 13' 17 t/2` tJ" 13` —T-;— in 1J2` 13' 18 1J2 1i 1/Z' 8' 1 Y 2 (BOTTOM} 13` 1J2' 13' t2 7/2'12 13" ,/Z 13' 6 1/4' *n IJ2 8 1/4" T3" 2 Ile ',0�1/2"tf 6 I14` 1/2' - 8' - 13" 6 t/4• T' 6 1/4' J (TO°) 3 (BOitDAt) ,S' 7'- ,Y 13' tY 9 ,/Y 13' 6 1/Y to 1/2' 7 ,J2' 13' $' 3 (TOT - ! - 2 1/2'r2 1Ir 6 1/4' 16 1/4" 12 1/2' 6 iJ4` - - 6 1/4" a 1/4, 3 (elm) 7 Ile 3 Ile 8' Y 7 Ile 4" B' 4 1/2' S'_ 3 1/2' r -I 3' + �) __ _r_i_l _ S" 5 1/z" 7` 3 //2' � —f dil2•I _ .3' 6 1J2' z t!Y 4 (TOP) e' - 8" - 6' - E�i - e" - 8' - # (BRTTQM). 8" ,3' _ I 6 1/2` 6 Ile I3"t'-1-3';- - II' tY t !' g'.._T-- 13' - 9' t0' 7 1/2 i�1/1 1 g* 4 M_ (60T10 } 5 {T). 13' 7 1{2' 13" tY 13 0 7f2 ?Y i0 +f?*ti ,/I 6' 13' 7' S (liW) 13" 7 t/2' ,Y 13' 13` to 1/2' 73'10 1J2 , IJ2" ! B' ID" ! 7" 5 (g47TOMj 13" 7' 73' I 13' t3` 0 if2" i3' 9 if2" 10 IJ2° 7 if2' t 1 a' S (B07R3M) 7 9 I� ` i O 1 2 13` .AR 1 2".1 - l 2' 8• lY }' a OP (T } J' S' 3 is, 5 7 ^' /* e t 2' ! 7 I I s 2 7 14, 2' Trorn -. _ _ 6 i/4" 6 I d' a 4f4' B , 4` _ _ - _ - 6 1/4- S I/4' $ (OOTT.-') - -� != i6 1l4` 6 ,/4' S 1/A` �- - 6 ' g IJ4' bY.�) --a 51RiT It FOR MCWaR6 ME a SPACM FOR OFSTALLOXXIS 00 WOOD FRAME BUXOINOS R MINIMUM ANCHOR SPACINO MID MNHiW L'3XiE DISTANCE ARE A6,ICATO ON T" St', EWLE MR 40. I.ODI, TIN,IMICATEO ON St wM" REPjoE AtIcHER SPAL'#NO I" MULnPLWND S xem SRNGM, o N BCHEDAS ,' SAE MLL MIND FACTORS Fm 00 OPERATOR T@ BE Pmkr, REDUCED SAM:" B OBTAINED USM VACTOR SHALL Nor BE LESS THMM WMIRUM SPAITNG 0110000 FOR EACH ANCHOR IYPE OR THIS SCHEDULE 1/4S. _ N4`r 1 1/4'. 1/47a Tf+•R /f4'R_ ANCHOR TYPE 2NRn-wM6N ORN-m UPOoN ®-4E1' _ MNtwum ANCHOR SPAOW (0,) 3 7 31 3 2 /2• 1 2 "7 MWIMXFM 06' (K) 3 3 ij2' 3• 3 3'Ir J NRSTANGE (EA.) CDOM N A.t; S J ,j1' 3 tl2` 3 I/2 - 3 ,/2' AMAL WK 06TAAKF E.D.) - FACr" 1 ,/2 _ _ 0.3b _.. - _ - -_ .._ _ - ---. 2 1e Rat 09_ Rro Ij[ I.Ra - ow I76 _ 3.1r.. _..._- ,.al- 1.m - 1,00_ ia_3 -._�..... *' SPACINGS ONLY VALID WHEN SPACER IS (3SED. SEEBiE 1 FOR MAX. AS.D. _. DES04 LOADS & MAX: PANEL WHEN SPACER �j,(S USED. TAmF tt A AS.D. OEM LOAD MA)(1"PANE 40 PSF OR LESS 6'-B'. > 40 PSF TO 50 PSF 6'-2. > 50 PSF TO 60 PSF 5'-10" 8 MAY, PANEL LENGTHS ARE ON Y VALID FOR )NSTALtATiONS Wf SOLID SET ANCHORS & WJ SPACER AT 12 1/2- O.C, FLORIDA BUILDING CODE Mon INSTALLATION DETAILS FOR LiFE SAFETY PANEL O INTO POUNEI7 GNtRETE OR CONCRETE BLOCK STRUCTURES 1/4-0+ TAPCDN-_ - __.p(5RN0 POURED If4"e TAPCGN £XISnNG POURED 1/4.0 TAPCON„_ -._ )US9F� POURED CONCRETE OR 1/4'R TAPGON EOOSf7R'G PDUREO ANCHOR O 8 O C Rc'YE OR ANCHOR 0 9" O.0 R011 till ro f CONCRETE BLL1C.i REOUIREO.{{��''''qq� ANCHOR O 9' O C CONCRETE OR f A' CONCRETE BUCK 3 REOUIREO, ANCHOR O 9' O C % - CONCREYc' BLACK REQUIRED, / �- COHCRETE.6LOCK RESX}1R1'D, �Nll I!411 1 `/ I }} - ­ I / -s ,-y- i i I i ( 1 '•, 1` _ I ___I.. EXIg'iit { -ASS ii (MST J _5 / - - (I� kw twlt 1 3S MO F 4 _ 1 "LMo.P i � ANEL L£NO1t1 e 3 _ - E ATION 1/ .._ _ __ SE ELEV T .. ON S` ti 2 I. MI SHEET } tPARATIpN--� I 1 0 GLASS. 7 I 1 °.; i )inI 1 S s s I.ti:e 1 ry -r... _ , err 1 err 1 Fmin. 5 RATION- iI G1 O_ 5.`_s. '' I _ 1 4`e-xo-r /0 ._� ,fiLT§ w i�aLA. - f•. I 1 t 1 1` MAX- , . _ ' P 6 ANEL lE1pniH { S E ATIDN ` WEV i 1iN sHEE' z 1 ) _ .. _ I iLt . _ 0 L � I IRc 9 I r I '. 3/ 1 -y ti./ ,? ' •---J' 4: 1/4"I TAPGON ANCHOR O 9' O.C. 9f4'm TAPCDN I. ANCHOR 4 9" O.C. EXISTING POURED CONCRETE OR'_ EXISTING POURED CONCRETE OR _ CONCRETE BLOCK REOUNRED. SECTION R—tA 0 R���LAR PANELS TONCRETE BLOCK REQUIRED. ;�,�jjpN R_iE q Uffi SAFETY PANEL WALL MOUNTINGS SCALE 3/8-1" SEE SWEETS 15 & 16 FAR ANCHORS ANCAROR TYPE - 1/4*a - .:' TYPE A: SPAO1NG FOR "WALIAT,OM6. INTO UpCoi MU *0 MINIMUM MMMAAN�ANOIM *"2!' 0 3 'Mp4mmom 17-0. (MJ o�-1-af (N.) - 3 . 3 MOE ,NVTAIRIE ARE INDICATED ON 18a SCHEDULE. troll C.IL LESS 114N IRaCA'tiYf Sit REDUCE ANGiM SPACING AMA 100E ammm FACIOII -�5 6T MIATIPLY" SPACING SNOW" DN SCHEOWX By T!E FOLLOWING FACTORS. IN THIS OPERA,'OFd TO BE PO"aSIRLE. REDUCED SPACM W,ABNO USING FACTOR SWAL NOT BE ass TIM -.-__i-p -._ _ ____. 2 /2 -_.. _ _ .. "I _. e2o _ -.__-,_._ ' MINIMUM SPt£RNA IMOK ATEO MR EACH ANCHOR 1Y'E as TIM SCHEDL4C 3, -----_ _-____. .--- 3 •j2 Eqw 9 ED 3.ri I 3',. #. I i tt-- } t �� 2 t 1 Min-i' 1 .n f II SEPARATION I! i I f 4'M- j EX15'nl �-'�-... -'+.3. iK w GLASS IIT TO - __ -A_- _._ s 1�15. 7� G1A55 y... _. - 1" I A2 R t7 0 7- - AT FA ¢Y ' _ I - -- 1 R FOR PH6 0 11 LOK:wi CAFE 7 U I II 1 � r II - '- ) u 4 L MAX. 1` LENGTH PAN 11 � PANEL LQ4CiH 6 ft LE7dGTH tt 1 G A N A _ SEE F1EV TW I I SEE ELEVATION 1' ON SHEET 52 It I O 1 R t N SHEET 2) 1 Mm ) 1 _ 11 r' SEPARATION - # 1 ( i 11 I� i GLASS. 1 I 0 _ II # ' -- 1- a: 2 LI 3 rs I r e° fr ' � 57 I T rr f f f 11 l y i /.. r f a S _ t 1 EOi 4"*.U.S. L Eaji- f Il4"a^, 4' 5i Wx� MS - - 1/ i p.G. / ! ii 1/1 o.C. iJ4`p TAPOON /a•:5�„ 1/4'R TAPCAN ANCHOR O 9` O.C. ANC14OR 0 9' D.C. EXISTING POURED CONCRETE OR EXISTING POURED .CONCRETE OR _.,.CONCRETE BLOCK REQUIRED. CONCRETE BLOCK PSOLNRED. O'�.G lug �a��LS a L S SAFE'rF-RANEE /ALi MOUNTINGS unNtNn,_ Sc3u-° 316=t" TION DETAILS EOR LIFE SAFETY PANEL INT,.Q WQ012 STRUCTURES , - _ ,i WOOD HEADER .�'} "r, - �! ' _ WOOD HEADER-_ '�fFE0U1RER S --REQUIRED j{$ "L ill 1/4"R TAPCON I _ t 4°e TAPCON i`: t------OR 0 0` O.G. ,:�# 'I`,,, 1 It_ 0 B' O.C. I--1 '1 I f:; : 1u/ 0 I 1 _ 2` ! � f2. t( 1 j 1 4° 4` i (., 3, ,, 7 2 "Mu, MI. '7 1 i_ , ''. III .. H N. I , I 11 i . I"**- m,a' EXiSI1 I 1 4'I.-2Ix,' 1 I ROAR sW BLAsss ; • V iB _ Ex I I, I p5¢� d G I Y "L" MAX. ' 4,--" itIL. --_.. EL MAX. L. _.____..-. ._ _ 4::.._-.0 6" PANEL LENGTH I . _ IPANEL LENDTH 'T....y.._ it (SEE ELLEVVATION If Ii I __ ' (SEE ELEVATION g ! ON SHEET 12) 4 ' yt-- --------T=_-.'# ' ON SHEET 12) p r - 1 tl 1 : R / i 1 NEn CEP-ARA:M4-,I � _. - - - - -4 i. ._ r) TQ +3LAS5. 1 Z I J A I 1!--SEPARAi78N._- I t t--; O R1ASS. 1 a• i L%Z I _-....- , 1 -� E0. ` (;is - -11 I euvroc T - 'j R.1j7DL 7 # I"' �j t 2 x4" WOOD �` 3 Ill: 2"TI4 WDQQ PLATE 7i PLATE :j REQUIRED I I f't 714`e. PANELMATE PLUS REQUIRED : jg ^ _,,.[; _. _if4'R PANELALATE PLUS 'L.,*i `# ""AtiOG"siOR 0 !3 1 2" O:C. '. ANCHOR O. 12 4/2:' O.C. 1, J f}jj{F ! I AM R—MN ALTER YE R-3a O R PAN O LIFE SAFETY PANEL I...am HHRit.r A TI(t%l' 1!1 W OUNTINGS 0;tti SCALE 3/4-1" ✓ 11, ,f>GEN '., s a D, adTs� FLORIDA BUILDING CODE (Nan HI h VvIOCI HUrr{cone Zone L3A4A"' . * • * : FIM TLYM, MG. m STATE OF rEc f 24 GAGE GALVANIZED STEEL STORM PANEL 0,- 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.. ,7W r DESIGN PRESSURE RATINGS (P.e.r) AND PANEL ~=�a`:' FtOR _.=__ �*ry} f GLOBAL PROTECTION PRODUCTS, LLC. °J"DOL. LENGTHS AS PER ELEVATION ON SHEET 12. 3fllp�+�M Ikt: 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD +A4AX si NAL F•� T_ NO S.W. FIL . f ,`�..SL,7 Q ,. n s�i1i 91114 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC NINHrMM11M°7 f /' ,« <pIa 4 i-,+ .rP : n-,c+ P E �5aywo--7A's, FAX Pa4)6aI- .2 20-175 Gls Art A, ep DEiNSTTY OF 0,55 OR EQUAL. amill'"' weave A.e .A;,.- rom.Nn 16lG F'. PE. BE4LfSN.WAtINR[jpg1E WUTEA' A. 1115d1 Jr:, PL'. INp 1a-.s i ' t Hart I ] " FETTLE la tlR 1M N N = U) -a _ Ca (L) U N C.-= N O CL O _0 O = .0) ca U -0 (1) a- (3) (3)U O 0^, 0 O E.= O W CU 0 ku O CU v, L L 1 //�� L•i� = . — -40` /fn^ �./ I CL ID "O : N d "A LJ,3 X _t it _ N a R C2 m rw m N C x W L1. G. m O - 1.{e ; N 'S7 C m d N .✓t d d d .. C2 w-+ = t o _ r•+ Q •3 - m r C2 0, w C N W_ 2 ::- 17 'FAQ- = E Cc O 0- U - O w Cn L. W (D (D Re > O L w 0- (D C: =3 -0 CIO L_ n U 0 �� Fa) V L. co LU Q Z Z Q J d. SHEET NO. SH 1A. _1' r: I I __ I I I -1 �N'u I -.:I L�I II Ilil IILriaif'.LV II IIL:,I,d1h11Ltli .rul', EZ1 / 18, Eztw/l a ANCHORS --(SEE SECTION E21 & ALTERNATIVE E21W ON SHEET 5a) U.- -3' Mo. -. - ' Min. t' Mm. 1. (SEE C)(SEE NOTE 2) -01N/0 4:lNOTE 2) 441IP" t l ° FjLCH Ala 2 E ,.--� '•" 3}i6`4 ACUMiNU1,i ®'""'"T. - .. ..`f'DA RiVCt LAST PANEL(1,� i0 BE fNSrA1LED AT EACH OPENING SHAL',. ALWAYS BE 1 2" ... .... p .�_ �_.. , �0 '' D O. O i O o 1 O '0 i_._ ..... __..I PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION ,F iNTENOEO ( � � I 10 BE INSTALLED FROM INSIDE Of STRUCTURE. jj I (i T h I a j A I I I � l I I Flit 1 i F_ STEM OF 'L` - (:). �FI 'U� OF 5-x:R¢" {-acl, E-Z HANG STORM PANEL SYSTEM I j (CNV PAibEL) I r (INTERIOR PANEQ I (INTERIOR PAN ) (`N'T.RIOR PANFJ) ' I {Ep;U pprVfl) �- CONSISTING OF PANEL •i Cont. TRACKS TOP $ ROTTOM. SEE NOTE, . 3, 4 SEE NOTES 7, 3, 4 k , (2). END IANLLS ,,HALL ALWA°�y`:s 8E CONNECTD TO BOiI:OM TRACK " O NERWISx. A STOP B.AR s�A SHALL BE PROVIDED AT TOP Of SUCH r'ANEL ttNcne PANr.Ls. _ �1* I f-t , O1 k % i 4 0 40 c P.a.e. -. ,I V i D END (- [�-,} ...•1 1 1 .n' j I I (-I). IF PANELS ARE CONNECTED TO BORON TRACK, CONNECTION `-'3 SHAII CONSIST F 1/4^0-2'0z3/4' M.S. W/ 't/a'ax3/_W WING LIED PANELS W/ 7/.s 2. 1" 1 NUT OR 1/5"9z3/4" :Ain. THUMBSCREW INTO T.AIPLLD BOTTOM t III - I I E I I i I �5. EDITS W/ Oft .Ap TRACK LOCATION OF FASTENERS MAY 8E AT OTHER OF ?WO I I - I { I I I {SEE SECTIONS as APPL'iAaLE) EXTERIOR RAT rtANIIES OF END PANEL. J- .. t I_ t -. :. _... ) SDk or CASE _ _T._I I I.. I MAX IN(i,eHA .SOP £+ 5 ONLYUSEDAT POP) Al LEAST, TWO 1, II_�.I. ( ��j�� .,�.��_1� i��j[ � �t� {1 I1 (4r 1 I I ! k I 1 ; 4 I £ PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS CONNECTION OF "t"P-im-'f"'i"'1--E-i""`Y 6 '- �i--1 f-'l"q ti {i-`--i-`ipJT'I ? t"1'�.,-i r-i�'-'P i F.�` i "t.._ 1_�}. _.+..'j...)'S INDICATED ON NOTE 1,5 ABOVE. IN SUCw AT -.! L :" _1...1..,-1. L ,.9 _d 1. L J._.I.�.. L-5:+.3 _1..5 L L .,l..i,s.;:i,_. L.1 1.L 1. -i...l _ L 1 rt..i. t):. L �3 _,.i-.,. L t J _1.,,1.A..- .,-.. _ i _ . __ _ t ATJELS TO BOTTOM TRACK MAY OCCUR A. AM PANTEL LOCATION 5YTi�fwfta'nl _ I" MJ.n t INSTALLATIONS ONLY VAJUD FOR WIND rzi, 3 SPEED ,JF TO :70 rn,P.h.. - ----"- FRNATIVE E2/W ON SHEET 181- - ISEE 5`,.. e'-T! ON EZT e. ALr E'Lt/T8, ZIW/18 VT N EQR SERIE5 2000 E-ZAN R IL 5YSTEM) SCALE. 3/32"=1' 1.Sa7"(Ma4 oVERAP e/ M.K. GNP MAY.. GAP ,[ I'� �"'^+L►j wi�ION A',R"tlj� Y\\{b1H( IN{it1�p SCALE: 3,/32-=7" a ''w 'Yelocf " Hicane Zane . ETV •,'� _ _ FLORIDA BUILDING CODE (Non High urr ° E : 44167 24 GAGE GALVANIZED STEEL STORM PANEL FSIA TE 0 ` L G CI t�LtGLOBAL PROT€CTION PRODUCTS, LLD. Si 5nun ".. CHIP wIL a. 20-17S ,»uA�DA -6r�F�rw w.: -SI, .'IV+e ,�'x ama velrait �a ant tw- DNPw4AD I t W 7i4., �R P.G AG-HaY1J fggZl�� WKTCR A t,P. Nm11T tT D4 t4 1NINFIIIn LL +41 e7 ENG41*IEFRi('',JG ENi31NlEERINia EXPRESSO PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 739.1 - R2 EX ProNumber 20-3 d i543 Product Manufacturer Ail American Shutters and Glass ManufacturerAddress I540 Donna Road West Palm Beach, FL 33409 Product Name 8 Description- 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product EValuanon Report Is being issued in accordance with the requirements of ibe Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3.U05, F.A,C., for statewide acceptance per Method i(d). The product noted above has been tested and/orevaluated as suit morized herein to show compliance with the Florida Building Cale Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the CDde. Re-evatuatioh of this product shall be required following perhnent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing N20-31543 0ded 24ga Galvanized Sleet Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5. prepared by Engineering Express, signed & seated by Frank$ennardo, P.E. is an Integral part of this Evaluation Report- . TEST_ REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards pal test r pat )) T-ASG-17-00i by Bhac� ter Testing, in, Large missile impact resistance and cyclic loading performance has been tested In accordance With TAB 201 and TAS 203 test standards per lost report(s) IV8T-ASG-t7-001 by Blackwohn Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have bean prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design &tons: 1- Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glass Separation 4.. Anchor Spacing 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLoPLIDA 33442 (954) 354.0660 1(866) 396-9999 TEAMO'EHDINEERiNGEzPR45s,CoM ERG INEE RINGE%PRES9,CON ENGINEERING Page 2 or 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33 % increase in allowable siren has been used in the design of this product. Separation from glazing Is not required for Installations outside of wind zone 4 and essential fadllhes. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously h listed lest rBep orsa and Is accounted for In the engineering design of this product. Wind Load Resistance Tits product has been designed to resist wind loads as indicated in the span schedulets) on the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be installed in strict compliance with Its tespective Product Evaluation Document ii.a engineering drawing) along with all components noted therein, Product components shall be of the material specified in that product's respective Product: Evaluation Document (Le,. engineering. drawing). Limitations & Conditions of Use: USE of this product shall be in strict accordance with the respective Product Evaluation. Document {i.e. engineering drawing) as noted herein, Ail supporting host structures shall be designed to resist all superimposed loads a.id shall be of a.maten'a listed in this products respective anchor schedule, Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a sRe-spertlic basis by a registered professional engineer. All Components which are permanently installed shall be protected against Corr on Contamination. and Rat po rt0y R g ost mr. other such damage at all times. Tills product has been designed for use within and outside the High Velocity Hurricane Zone (HVH2). Respectfully, k.{V Frank Remaardo, PE ENGINEERING EXPRESS 4PG(*46549 I Cen Auth. 9985 160 SW 221" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM OENG tNEERiNG EXPRESs.CDM ENGINEERINGEXPIIESS.COM t hPPIv7•InslaAAfP:V 'mVe; lt- nF F ,...•.lip.. F'. , n , a•ea• �.�a�"r� �''' Wrn � w-,sa.. i� let,.nu n.c.J U Zii r u N mA-rr I ,.J., -. m K' yy H i` it-• f J '- - a W W UC 3,LRR C .. , J nl ..Ileri' LL p r a -a cqow r1NN 'aim n � >+,iM yh ry � fe H � - - _ _SY•m ICI U r L`r1 •M u L'J D v, 41� a E D IV w w- -yi rI AY _ �jS Ipp try: D [b ill t 3 N 3, r fa NAs S I _ T .1 W= t, N w+: f - k ALi_NtATEBUw)Dtlr _ NDDrintw EKIRUSION9 I «I7-kH rr JN_:. _.:11J.R --,.<i� CD � q t f I cP s,rt, h 'a SC-. Per• . I kF s,F+� rvN �� tF tR JFi k IYJ ri ru R LCILINWR00R MOUNT SCLTIDN N Y1 Tar -rn I. ILL, Ge. O L'•l a s ^ uII. E {q > , yP , - ,- --= Sq$�' Z Z.S n fy. p.lil�.l) VilI1 MSR{HI Y1 t;H111r tile. ,R J 1-r r rr. srt +Uis A, eLl:'1T iV Zp C I". t ESI TIIJ f i HULL [i:' +fU.N *i Ncr. t.y H •;1.- '.IJr tIB >bC011lirr Jul .;'_ ,11:LCIUIi ., !`nMAIL DLFPE ❑rlbN '1 ' _ 11 it HY H -F R lu�,)iIIIV.J..''SJy" 2.-I a�rr- .,. �. -- v 4 u I. rr Wl f§ c. �, aiccxwu'.rx ff,✓ µ _ src l .. � .L -rk4 J . r T �. I V. 1 k ^. rrtJr -'.fr -. e - J.II V.;.M1Ck" t -,y "-� C3 yrI d N - �'Av�>, -.aTL / R -, , F'iNi C';; ,Ft +"j`FAL i`.�TLP.' M\NfCTraN MAV Ep,,_ CC ?.D _ AIi1M1•. :'H4' ^tsl YPL VnixV W �'•° K1rF`„n r .ram M /r'IE•e-, siren Q } L re `It<,I...I.T- 4 i •• IY:I Y• rYll ..r. L LH--•.': .E.. I tJM , lix $ rgyay nggk. A 141 1 f X1W f t::IJZ i• .1<, H vs LN. ,.IFab-.tnl�.r'P .'9 III I P agill aER.V LE e-U 1 ET"U- ^F P - .nF , peril r'1 ? Ix„ 4 r •J <:: l:YJ ].SCro^ F +i 'PIT C. -- UJf WY I = n -'AIMNRRFIMNr rE N IUNIE.. 'II I[F'_ CC SfA W ?1A1.Ar'L', =r,A F rum rr lrll,..Y-M •: t I{r. [^:. r. F'_, ffCH l/ G'315J �e T V' �pn..1 T'rRWAL& EAix Deanr3RnoM• 1-' u I c y OFT1ONA-MYSIOTIDM CLOEARLE:-AIL E-b2 7FFR I�4 ems: k � ) ti foul L.- 1 i:N /_y l` IIN[eRrrNiR rML NI l: [!,#)u rE U LIK,Y./))1&HI I X H:I lore INSTALLATION I 1b!J0 POURED CONCRETE, CONCRETE BLOCK AND w T 151 _-._.',9tE.TING POURED CCtlONCRETE OR CONCRETE BLOCK - ANCHOR i9 12" O.C. R 0 12 ANCHOR / REWIRED / rr l a3 4. I I __.....-.... 14A H 1/4"e 74PCDEI HEX HEAR TEK WOOD HEAT - r ,{- N 1" Ek MEAD TOf `J EW 4:` FROM ANCHOR 0 12" O C 'L I"REfalilREO } r i F I EDGE OF _ f4 '' .- "'`;n LOVE O ` f i 0 9 f t } 1 4'4-2Dxr' . _i! _. ss eels w,�3 I s,g, flaTs w R I f -' ,s a ep+" ac +iT ,..q -..., ,:• •{ ij2• ATDL. ¢Acnx" tit" C>b r� FlNNa p 5 MIN, l � 7` At.. + 3 Ir sfrAr2eiKbN. SJte a E%16TM7 ,� 1 TO CLASS 1 r E%1SIS -- i-SEPARATION I I 7/16"A GLASS Ii _ , ALUMINUM F'Op G4ASS�It TO GLASS. AL{.rM4YUM POP R, 1 --..., i EY i' f .11Y MAX. fj4'IwxD41' .-.._..&.. _ .. _. I MAX ..-;. ... _-- __._ --I PANEL LENGTH PANEL LENGTH* JRSTS w p EN*,r IF cl _-_c2 1/4-0-2G" If TO GUASS i j ') iY'-sE wOM I THUMBSCREW 5d% 4, 10 'L" GLASS, 1 OF a UM OF *L it j I ♦ - CD Y ED.s, tom. ✓ "4 - 1 Jain EO l 1/2` T 1 ; ;£ _., 1J4"0 TAPGON ANCHOR -1/4-# TAPCON POURED '. k ... 2 .4, WOOD ANCHOR O /2" O C OR 3 I. {. CONCRETE BLOCK RLT)UIRED REGAINED �LLL MOU TtNO WALL MQUNTINf.i SECTION EZ1 ALTiRh}(it1Y 1W SCALE 3/8-1' SCALE 3/8=1" S P dEN ' FLORIDA BUILDING CODE Nan High Yeloctly Nurrtcone Zone) NOTES: # MIN. PANEL LENGTH � 0: 4 1 eaAaD n 1. INSTALLATION ARE ONLY VAUO FOR MAX.A S,D. DESIGN SHAL BE 2'-6" r * ; # A L ,RIG. 24 GAGE GALVANIZED STEEL STOk4 PAWDRAIN, W. PRESSURE RATING +/- 40.0 P-s3. AND 8'-0" STATE 0 -�"� r'a o:/xr/ao1A PANEL LENGTH. _. -.`� m_ 11 0 FNe GLOBAL P I T�CTION PRODUCTS. U.C. e{TE, :�,.� (NC51li ' .. `AVSTREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD , � nuAkYpTtMe x ENkINECRIN4 CDMAANY MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC <sk S*'.... k31 ,� .4.,,.. wv�LE,w .1Es.74>•.!A, Fw2, (asy�-tsss, RNL twSc)tnv-rrxr 20-175 / t '�+ DENSITY OF 0,55 OR EQUAL. lad+, +a.ka'er � aaarwA #f/74Name 3.k1•` IiiiiL AR x{ ra Dr ee 1ALL AMERICAN SHu-F ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NUN-HVHZ) TOP MOUNT (CONN TYPE: AS REQ'D) Ea��g vlaaau -1� BOTTOM MOUNT ICONN TYPE AS WINGNUTS FASTENED III OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) MAYBE AT TC3i,+__,_ -' O'3 5. BOTTOM i TYPICAL VERTICAL MOUNT ELEVATION NT6, - ELEVATION TOP MOUNT (CONK TYP" Lmax A5 REQ'h) (SPAN ABOVE y-- 7RUCTIUN} BOTTOM WNT �, � �.'IrypFV AS'.REcz'D9 x ©Z2 j��+�" s ?JBS-1'RUCTION O �j (LOCATION MAY VARY:' ) rD `c�l-c maw yj O Z TOP MOUNT nn COMN TYPE A5 REQ'Dj L SGTTOM MOUNT ffOlLmPE. TYPE AS REQ D) (SPAN BELOW OBSTRUCTION) PANELS MAY BEWOTCHED AS REQUIRED, OPTIONAL.)C:'-21) STITCH PROM Etl THAT CONNECTIONS AM1) BOLTS WITH<W.45HERED ANCHORS ARE USED GWiICH SATISFY b1NGNUTSFASTENED@ SPANS ABOVE S BELOW OBSTRUCTION, OVERLAPS 0 MTDSPAN(USE APPROPRIATE'SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 7 N•T:H. ELEVATION). ALLOWABLE PANEL SPAN PAN & GLASS LLO . SEPARATION SCHEDULE: 24 A GAUGE PANELS MINIMUM STORM PANEL SEPARATION F i+4M GUESS H2 9 D A 5 TIAI FACTSITt fi N ,wit. ZONE & ES EN ET) i MAXIMUM U DESIGN a ALLOWABLY INSTALLATIONS LESS I STALIA SCENAIIN I PREIPS�SU1 R .,' SPPNu:aI THAN 30'ABOVGAADF tHAN 311'ABOVEGRAOE F-d4 1 a 130.0 �N sA61.1)(iin - 5 - I300 - a6k. 2161et ! d0 13D.D IA SAfi in � 1 l6 <rt I 1301111+ 6.46ui 2 ]6In 1a OtI In tt 6,06-._... 2.6m _. _.. /1,550 5 106611, -n: 658n . 23$r aPAN SCHEDULE NOTES: i- _NR SPAN D L5 WITH, 5 PAt OFC I.OAD B PANEL FASTENER, DETERMINE AEGGI'NA G7]TVO E MAXIMUM ALLOWABLE STORM PRIVET i SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2- 'PANU FASTENERS- ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS O" -PANEL, STUDDED ANGLE. ETC ). USE VALUES O.C, PANEL FASTENER SPACING TABLE VALI7ES FOR ALL I-['- AND `U"•HEA.DERS (INCLUDING BUILD OUT CONDITIONS) in ) 3< LT74EAR INTERPOLATION aEfiNfEN LOADS IS ACCEPTAaif, OTHERV1iSE_ VSE NEXT HIGHER LOAD_ J p73 I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN. LOA D TO OtTERMtN- E MINIMUMALLOWABLE SEPARATION FROM THE OPENING BE PROTECTED SCHEDULE IS FOR USE WITH POSITIVE RVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS AC%NP. ABLE. OTHERWISE USE NEXT HIGHER A I LOAD, 3, O INSTALLATIONSD T'HE HVHZ AND OUTSIDE S TIAL FOR1ZONE E OFOR TI ESSENTIAL F N A D- THROUGH H 3 THE SEPARATION AC1L1T]�1 5TM WIN ZONES ROL.G N^aI.A55S ON SGNEDULE M NOT REgUIREL7 AND N0 MINIMUM SEPARATION FROM THE PAOtECTEO OPENING IS R IRED,: - VYrI. FRANK ENOWRDD DE A PEMAL519 CA 988' by Y'„w � xl ;Pt DI911a MAXIMUM ALLOWABLE RESIGN PRESSURES: rMT,N .10, A y RS NOTED IN DESIGN DESIGN NOTES: i SCHEDULES 24 POSITIVE AND NEGATIVE DESIGN PRESSURES CA4CULA 111 $EP USE SN w Lqi i �+jF `c 6wENQINC'€RSNSC* ACCORDAN40'E WITH THEAEA. DOVE NG COO . ➢RESSU.ffE E UIRE RR�Nq1 pp MM MNtT �CCORUJI �e ` 1}ETE0 1 E IN t)C ASCEG5AN BELE STk'tt C L 09 H OR1F U1 > CODE H B L£SS:'. OF B iOi B ALL E N b. .EFL. .N THA : .� k ._o.,,=-'� e r• w OR IJAL TO7 P VE OR NEGATIVE DESIGN -Q . E NE.. 61GET1 ECAPA VALUES S. TED HE FOR ANY L REIN ,.. 3 _ W 'ASSEMBLY A$ SHOydN: A85EM -..:.i s m GENERAL NOTES: ( 3 57R j FABRICATED IN )iNG CAGE L �' tt C W E HVHZ. PER 0 NVESTIGATE 11"„Fl MAY NJLRE USEDIN THEE ReSPONeteLE F!-- SIGN WHICH E #EOUIRPD IN TESTED SHOWN MAY RE INTERC HANGED AS REM S MAY BE M OU TED VERTICALLY D N P DHEREIN SHALLSE EMaFDDE TO TY INSTALL ALL CONCRETE ANCHORS: PER ]AT IONB.: FABRICATION, 1191 tERECTI011,& CONSTRUCTION- 0RAC'TICE FTYON0 THAT 3H3{ry 35 CALLID FDR 8Y LOCAL, STATE, h FEDERAL CODES $ FROM ]a EXCEPT OEYlAXCEPCA THIS FLAN. TAS EXPrcE$SIYPROVIDED NSAR H ERETN,ND ADDTITDW.L CFRTI Fm"AnS OR AFFIRMATIONS ARE I R MAR ¢ 16. ALTERATIONS ADDITIONS, CNI A OR OTHaf MARKINGS TO TMISTNJEU MEIfr ARE NOT PERMITTED AND RMAN IDATE THIS EDRWITCA I 11'. DRIVELS aFAI. C OPrr..MANGTLYLiBEOI'41NGI AfATIMINIMUM! (1) LABEL PER EVERY 3 D FEET. CDt7TAINtNGTHE FOLLDI'JING IN FDRMRTION! VISIT ECALC 1Of31643 ...� sfrw FRS NC II TC•3 R M3TH481NESiWGEYPR656DDwefOFtE �. FDRP]M3n10 tbLl1'CAN9 1�PGR3 A I� T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT s M r � � it sF # w 3 -� $ i � .e �� 94"H4Aalsr D : O" D" 2A' 2S 22" 4' O' 2A" 23" 26'. auE'dDi4'"U` rt.'ia« : D" D" IT 23" 24" 2V 2Y' 24" 0' 24" 2r 2a" Z D" O" D" 23" ;+' a 2c 2a"' a y4" = «r" � $1IBA+'IrJ 23" 23" 2 3" 1 1" 51. T9" �" 3O" 91" ;5t" 33, O >w ' T Mtlum fl rack yl" 24 2 4" 3fP' ae` SC' -. 2H` ee" zm' 46" sr' • T4 uHL 23' 25 •' 2 5` 3 " R2" 3D' W' 33" SCr' 3. " t S.5" O Stud. R e A 1T 22' 22` 11• 29" 3D' S7" 29" 27' 24' TI' 31' K T7Kfct 24" 24" 24" sD' aB" I W. zrY' ae" O j del 'U'Hna a?v O" P ff ]3" 24' �" Zr24' 2 78' J7] 'F'An T 2a" 24" 24" 76' 4B". �" 29' 4M s _G 48". 50" S3- SWc tFR�4 A IS" I 3" '.,.' 5 ^ 3CP 3t" i " 1 3P 23" 30' 11" L T 29" 2a' 26' 3a" S,Y 'ate 31 8B" :a" r S1r'. a SPA 1HaWH rye FARE ea,Nt;AtAL, Lew -K SSu `ANS€' Otd:RVr.0 ry 1. w1[NG 7 9 GIrYF 5S +1WN a n NFA sM v: mNcMW? +✓J4JD TI M a1TDP 0A DRYrit?M AME1 l-H LP ri OSE NT3 tx.. { & RQ p .b.'t'P ABLE 'P P r ry - V L E t>T`TN ^)4 ItiAN TWAT QT4L 4. d. NO SLKk A r{yN fR9+4 i3ASa W AE"$IYSREtl IY EN INN , N LS A"AE& E N 13 +e@SPSim rJ NG CCiA4etNAi'R A@t}V_. WD kN ... 5L LLYJSUR. G R U I t D11U! M mi, S I. kA W RRE S1A tY .SIRS E NGr Af F E 1P€@A)R Ai. WtI O i d4a A21-'vE T L '. W flt,r k 'n E 'DIRE S PaINA CM: FA A55SIi4. � ]ET.; :.€ Yx6bp 7 &IN,.A. HjJ 'S i;4VIL, DN„Rev 0 E n pMG tl rX ft rae AP xVTD 33 p.W:TH❑pWD,WUi Sm@8DL*5}Akp d4.A PONfLS,EDI)TM WIT RA4V'c: f,, -., xe iF SPANS DC. 3 3 PANEIS FSAY SPAN ]E MiN7Mt A UHn ONE n 1 G7 rrlE aR.'IiSfMA Tim bR fSGTTOH CI.DSUR(� FEP DF NG rPER LrETn{L a v<tF`a t"t{F IAGUrrnfty COmJrnroJ Ew."'Asu fN T.rr '_DI__EW ) (L OPTIONAL INTERIOR FASTENING DETAIL `- N,T:S. 5A rile Miaim EA io AEAfS Et F FMT r� F w4AUCi, IVI OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING RAMP NFNNAA E Y+xD.I' 4n5•rP iA4 be4E - P;s�oqu NN oe a w m a in a { Q Q e W t�$L rQ d N 9 W "'�r' 3 � u N RE z w �W w p 4 2,z50^. DA94" _t-2-490" 225D" ``j1I r D,094" I 094° I v 0:099i, a F-0.6 5'. rD N a $ 40 A94" qI'Do."s D94" �- _ n. OTYR in IH PA _$ T _T.1zrl D94' n J N-1r0.125",i r .b2 P -I4 -'. .4na - 2hDD 2 ' 2U20" 250- --� 2IXle" �- Y :]21' li1aO" Fj"W'FI6.Af5ER RULO-CUT 'U'HEA.ER q�PNELE �-PAN:CL05UPE h1 DANDLE V t aka ¢YyQ e rD 1.510 [3` 0365A� .3i G.' D_.378" 04g2 D.3.75".. _,M 4555' ti,19 0.655" II_- inn E e f-T2.500" PANEL COVE RAGE-J � 4,179" I�[ � 0.190 ,&65° - � , N � w 0.459° ` 14.875"PANEL LENGTH _ N1p w �,, frIREE. f lJ -t- D1'u D.�D" -NAY eE 9.1765", 1�IHI �0,25D'•. r �- ?;44R"•{O.D IUNw'Sr❑ D.2L5" .215 h-t-D.7 LD" RD 176'- 0.3DS' TYR T(P. AACd- -5 /e16URD-ell.T "F' TRACK :'F" D ➢' D.D9D" „ " „3,.WA4JEERE❑ «N❑NUT 0 45E - A(-Lb1'�- la KEYHOLE WASHER -II` D 313g"Raw EIN }, � -vaFIPrts LEG IiLR11T7DN pp NERSED TEL n lV9LL ""I" ANGLE -T4YACK. IEXTENDEDRt U N ^y n T � )•nNia:l.H Hr". 110001 v U`: D1 VC LATEP. _ OVERLAPU..TM•4!• 4" MAI: h CDRIJERCL65URE DrA]L FwA ry 4 [} a �-+'- 0.1Ba r25'MAM, M17AK :iau-:r CCLU a - BUILD -OUT DISTANCE -.1'm--sx >✓Y D[ A CE -r� nuI N , nwlR 1r1n1I �:J wry t I r r al,s. r e r x J F, v � 1.D00" J r a ..YI) 3. IJ 1 t41' 3 - I "e EMBED Y,DDD" _i MF ..P �.SrS FI-EE V.; 9RCL2 ..R' r ,• ". §� OVERLAPMAX o] a sac• 3924 „). eg@$ Hr 1. a 10.mnlnJl t.loSnHr lM lnll. a .m. •.ANiF, 'l.i =:L-f, TS :W 7JTA: 1N- .,...T,.. j MIN - 11, MAX. MIN - � �1.es LYa� Ih la. l O1O Y H tit I Y�I CORNER CLOSURE DEJAII a EMBED D TRAP MDUIRCLOSUREDETAIL arrn -r.Tr $�sE^E� N.T.S. La$ ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS C 12.5" D.C. no �CMyy Ci9'i • �i '✓�EM® .. iMAIN ®L.l'6'sit®®[��1yy8'J��•���yy�p�®��,nn���®��.LEYB�.•�;�T.��11���p�L . __ Mill ��r�.�..�••J��®Nk. Fl��1lA� i. ®E�[men �o R/ BONN, lrr r%i.�j: MIN s 9M �Emlwm �d R Ei�:fl®➢®®E�M:Kffi11111111MW=R0 ®E��Eig���® ®E!�©���®��® �INNOMM EN mPF rTertreur•w -M 'tom � MAka IGM' 4 ANCHOR �RES4DRE TYPE.. ISF. ' J ur rD D'Uv LAr �v,Nt n uxs'Hr- r � LIP In:uli Jr I C N o N me C1 Cz 13 Ca. ; LDNe TYPE L`I =i.. C3 E4 CDNN TYPE [Y i2 t3 '.c0.. x:2 E EM86 D3 Air YE.'YrY 1 4 41 48 E2 7 Z i 25 60"2 3 60 SO§" 1L "5 1 6U'L'0 6� 75 12, 5' 1 eU"67" 60 1 i25 ]6 D" $0 a P' YZ5 1 5D' SD 6 1 1 13.5 1 ❑ ] e'D" 4 D L25 3:. 0" 160 75' 125 li.Y i4,7 6a' I25- 160 14 -" .4:' 2 L 5 2' i6 .D"16D 1E. 14- Y' " 6,9' 6 o' .0'" i25 - IT.15 Y6. 16.D'1 D" 47 ' 6❑' 14, 7' D" 12.5' 12 6'. ] ❑'Y i" S:D" 6 � lfi ' 34_T" fi. " D D b p O L, o 11x S3Y2"CNDC 33 I.MD5LR E 41 40 3Z 72 i/ '.::..i 4' Grit Dcb. 4 x1 ( 33 'C 41 TAROMT'LFArS' 49 52 72 125' ib 16.0'1❑.1'12 0 v 16 0 fa.i 7 D' ]2S 6D O.S" 63" ] 1 L25' 160" 141" & 1" 129 160 9.7" b6' 125 M. 9 56" L 5 ib5 L2 5 12S I6�0"1L0 9D"x ]' 60" 9 1 6 1 0" 16 "' 0 7,D' 6:A" 5 .6" 12S 115' 1. 25 125 1 0 I.. 1 0 4 1 0 9;fi' S6" efi' S6" 9.6' S6 li-,5 12 5' I25` 12.5' I2, 5" ]fi 0" 9.a` 5.6' 0 9AP 6" 1Ji s. 0. „ 160 3 .2 [2 S 16�"13 0 3' SZ S 160 9.1' ]2." 5 1 efl 92". 125 160'11.4"' 1 25 16❑ -L' 4r 12, 16i1 9 "' 1 L2 5 125 .0" 10.5', Mo. 91 12 5 IZIF 1 G" i5A' 9:1' ..L' D 12, T' 12S" 16 U 9 1" 3 G 9I., 3 iG'ttNiEMBED 33 1 R 5 I 41 III)[ E, HA. WOOD 841ERSNC 49 .. �y 6Z " r'^^•' r2 L S 4. 16.0" s 6 2.3"' ..1 '2 S 1 N 6.0" 51f 12 9° 3 5:3". 4 6."' 1 B tZ, 5" 16.0" 7 D 59" 1 2 5 iZ S" 4 .e' 41" 5.2'1' 12 A _a" 4.1" 4 L2. ' S 14.2" 9 S.0" 6.-25 St. - 3 4.7' 4.0" 6,25' 12 3- 4.7- 4:0" 12-N' " 55 ia.2 E 4. ,T 6 5' }23" 4, 7' +_D" 6. 26" 123 4➢" 4:T 5 5' 1Z.3" A i' A.0° 6,25 12 3" 4.T" 4.0" 6.21" ]2.3" 4,7" 90" ANCHOR NOTES: NCHO : O 5 L O SCHEDULER PLIES OALLP PRODUCTS CERTIFIED E BUT ONLY PROVIDES ANCH R D P T ROD C 6 TI HEREIN, R V i MAxiMUM.ALU3WABLE ANCHOR SPRUNG NAXIMUM ALLOWABLE SPANS AND FRE550EST INDICATED IN SPAN SCHEDULE SHALL APPLY Z ENTER ANCHOR SCHEDU LE BASED ON PANEL FASTENER SPACING THE EXI5TING5TRUCrURE MATERIAL, flANCHOR TYPE 5EUCT DESIGN LOAD GREATER THAN OREQUAL TO NEGAT IVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER TH N OR E U LTO SNU-TERSPAN,SELEC CONNECTTIXJT9'PE BASED ON APPROPRIATE MOUNTING CONDITION FSEE MOUNTING DETAILS ON SHEFT 2 FOR IDENII FICA TION OF LC1r6YECTION TYPESS. 3. "PANEL FASTENERS" ARE STUDS USED IN ODN)IINOTION WITH ALL, MOUNTING EMRUSIONS "F" TRACT£ TUGGED ANGLE ETC ❑aE625"O.0 PANEL FASTENER SPAOIMG TABLE ALLIES FL]R ) V "• AND "U°-HEADERS 7NCLU➢I.NG OUTLDOU'f rOND IONS)' ALL ANCf-ORS SHALL BE INSTALATON A17CORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5 HOLLOW BLOCK HOST STRUCTURE SHA LL CONFORM TO ASTM O'30 BLOCK. 6 M..'M EMBEDMENT SHALL RE AS NOTED IN ANCHOR SCHEDULE. 7 MINIMUM EMe EDMEiNT AND EDGE DISTANCE C:'[CLU DES STUCtOr FOAM BRICK"AND OTHER WALL. FIMISHEEWALL FINISHES SHALL BE LSMi7EpT6 114" M0.X 00. SHALL EE VERIFIED BY OTHERS TO ADEQ;IATELy TRANSFER LOADS TO HEST 5TRUCfURE. a CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-01LACkfO LONCRETE ONLY- 4, WHERE EXISTING STRUCTURE IS WOOD FRAMING, ENISTI NG CONDITIONS MAY VARY, FEELD VERIFY THAT FASTENERS ARE INTOApEQUATEWOOL' FRAMING MMEMBERS NOFPLYWOOD. FASTEN ING TO PLYWOOD IS ,ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES LD. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 51HALL BE LOCATED. IN C£dfO NOMINAL 2" X4" WOOD STUD '-"EDGE DISTANCE 16 ACCEPTA13LE FOR WOO D FRAMING), WOOD STUD SHALL BE'50UTHERN ➢INE"G�0.55 OP. GREATER DENSITY, LAG SCREW SHALL HAVE DHtIJ,IPS PAN HEAD OR HCf HEAD, L1 REMOVABLEANCHORS ARE DEWALT PANELMATE ALL -POINTS SOLD SET a BRASS BUSHING aG 12 MA4CE5CREWS SHALL HAVE 1 " MINIMUM ENGAGEMET OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN'HEAD, TRUSS HEAD, (DR WAFER HEAD (SIDEWALK BOLT) U.N'.O. 13, M)NIL1,11EMBE11 ENTANI) EDGEOISTAIIC, CLUOESSTUCWOROTH£R.VJALLFINISHFS.. Y4i bESLGNAT. ANCHOR CONDITIONS?'VHSC}1 ARE NOT ACCEPTABLEUSES. 15 �: O1RECl MOUNTING CONDITIONS_ I6 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SNEDULES LISTED'ON THIS SHEET N to C0 O N �--� U N Q- � O O O O 0 O Q. C O ^^11 W >j 0 O Li- in N I- >_ L /�/�� E Z Z W J "131, QV O n/ W G7 'O :P. L.0 L it d n C 60 V M N =O m H � ti C%_ � R C a 40 V ft a � _cc 3=2 +vim ly1 C2- w W ECLI O O Cr V d _ M a2 Du s d Cam V7 Q'O C E t9 O >r O cD `^W i U) 0 L_ CDL U O U W '^ LLI = a Z Z Q J d SHEET NO. S H 1. 5 I