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HomeMy WebLinkAbout6469 Bar S Bar TrlABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookSheit FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRIG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul• Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Wr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Ar. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES 01-31-18 3.0 AI-ELEV BEAMS ILO LINTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. rR I F. -11 E-77 J- FE- --71 * j] 17� -711 LENN/�R 3085�Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 0 1 FIRST FLOOR PLAN 1.1 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS , 3.2 EXTERIOR ELEVATIONS U F1 FOAM DETAIL 4 FIRST FLOOR ELECTRICAL PLAN 4.1 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS-- S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.2 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. 0 y W O Gwa y Q N f0 ar ev ry� � o�Q d d C G d r0 T N a c E m c a 0 CN � CwJ - , ram.. '� l c''e••s: `u c.; :r_ .,fir :�f,ii!l�yyleEa� To the best of the Engineers knowledge, Information and belief, the structural plans and speclflcations contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a g g8 N.4!-�d A LL J LL LL 5 a s Z O1 4 W�°'rn m ui "¢ � IL Z N 6 O U 0 y Z W 00 ( r o z � Q S J d � N �, v ■ --J 0 LIJ Jim �(a e—I A _w op V C M Z� w J lA- o W P i O g Z0 H CI R �o ` 0 Z CV a: s_ Z WE � W. N = c N� a Z' 1Z Z N ,m <. W U � 07 az �CwC 2IR SS � y y ui m �-� co MO :3 IM O ''p^^- x V J m m LN ¢I 04 0 N o O T M Q L r (� Z cc c E r ai a v U c JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. '==-� CS 6111 J TYP @ 2 STORY D S6 0 S3 25-SH VERIFY METER LOCATION WITH BUILDER H.B. I I I I = CC FIBERGLASS SURROUND I ILL:m IO ' o2 EGRESS 5-SH 16" DEEP IPA TR W 8" uJ FLACL'B - VERIFY \-) G ELECTRI In" OCATION AL PANEL NP' K F-------- 21 - 11 pi I p I 1`1 - 8'-8'1 F IT C G Z rn -- - - z io GG S3 = PLUMBING -- In LINE TO SECOND x ALL FLOOR I I I I I I I 1 I I I W I I I O I I 1 0 I I I« Ip co d{ - _- . -.._- = o N - J N d PLUMB TYP @ 2 STORY LINE TIING 6 WALL O SECOND J FLOOR Y S6 ih 2668 HDR AT 7_-4 BEDROOM 6 " 8 -8 FLAT CLG. CARPET 3"X3" P.L. 1.8E W/ HTT4 @ BASE 868rS.C; 2 H2 EDGE OF SLAB 2" - -� BEYOND WALL I --� I W/O UPLIFT 3O4'-0" ce( I CAR GARAGE 8'-8" FLAT CLG. AFF I O 1 8 I p I I H XI I U.1 I � I ; ; ;� I I 10 ► 1 Iz I I 1 I I I- J III ICC II I I I I 4 co _ -; `I --- .3 - ,oCID - I -4 3'-0" 2 -2 PATIO " 14 40 ;---- '�' 26'-4' ' 1!­1 - N I i CAFE � � 8-8 FLAT CLG. - U) " E zo O CARPET w I BUILDER TO PROVIDE 21'-8" 1 1 CMU COLUMN BAS w/ 4 SIDED TAPERED WOOD COLUMN, SEE 1/3.1 (TYP.) 4 � F - rr 8 1 --- - ALA CL � ___ ...-_ NK /DISfP _ 1- __ i I _ __' I H _ I t � _.-_1 �I APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2' 6" O I I I NOTE: FINISHED 1 I WALLS TO BE FLUSH. I I I VERIFY INFIELD. L----------- T S D.W. 0 0 s------------�II 4 6-10' 4-1 " 19'-102" a'4' 2'-3' 3'-72' i I F'OYER I ENTRY B-8"FLAT CLG. 8'-8" FLAT CLG. AFF O 6-0 -01� ' cYo ^iV a N HALF WALL G I HDR AT 7'-4" 1 A rn O M = FAMILY R M 8'-8" FLAT CLG. CARPET - co III a' 3' 'X3 }" P.L. 1.8E W1 HTT4 @ BASE - - GG H2 S3 STOR. = - - - FLEX WIN 2 4"x4" PT SYP #2 POST w/ SIMPSON ABU44 OR USP PAU44 w/ 5/8" A.T.R. EPDXY '- _ - abONE- CLG. 5 4 - - - w/ 12" MIN. EMBEDMENT (TYP. 2 COL.) -_ coII -T I I - - - - -- - c T 8'-8" FLAT CLG. CARPET u� O M a F PAD AC PAD . GG S3 �:, ----- GG S3 +42"SLOPING NIL. J TYP @ 2 STORY J S6 � bo - AC HALF WALL H.B. TYP @ 2 STORY J S6 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25 S.H. 13 20 X 38 J 18 J X 37 J S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 X 62 } S.H. 16 20X72 18 X71} S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11-13 271/4X38 26x371 S.H. 1H4 27JX50J 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 112 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 4 X 63 36 J X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38'J 52 4 X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2, Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 Q SEE SN SHEET OH SEE SN SHEET '14 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 111111111116M, TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Al" FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED L%A c.r C= N N c Cd v := d -zr CL_ > �+ LLJ Q� o N L' tq y O A Q N N 9JC d, 'co CD c iv y w cc: .� T c E K+ o a � o�'elei.iff°�'C.f:!! ti tz r• 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 slgnature and seel. N a g E 04 04 0 �rCNi0 t "6 �ILLU_ 5 LL a UJ a Z �� o _gam_ Nm W W�pjO' m w LL z Co 0 Z 00 N 6U ti = W 00 M V Z Q®N z popi Q J 2 M V) •U 0 W ILA L = U • t w M o i 55 aa� = aEdo O ►t6 C 0 O V oa Z E_ ron3 ��gLL M ° ZN� 3 ° U Wa U Nw 01� v 1, 3 0 C C:)LO LO cc Q MO M Y 0 0 N M m to al NINNNIII 0 N N O 00 Lin M Q C') �-- m y o Z E r iu EL U _ ¢ p JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 1.0 O TYP @ 2 STORY J S6 48'-6" 23'-6" 25'-0" D2 J TYP @ 2 STORY 0 H1 <)S6SPF D62 D2 2X4 #2 ALL @O6BE 25 SH O.C. U.N.O. I EGRESS I ERGLAS 8" 1 11'-4" 1 2 " 12Z" S RROUND 2' " 1 14'-6" w BEDROO 5 u' 00 �1 8 BEDROOM 4 - � BEDROOM 2 �� 8'-o FLAT cLu�. j 8'-0" FLAT CLG. j I 8'-0" FLAT CLG. CARPET I CARPET CARPET TP I cn 1 j BAIT LL 1 8�4'F A-T-Q-G'- n ao I °a B �p E `1. 8 d 1 00 -I - 0 4 1 N - L_ Fo N TP jTP �Ocoo" C0 ih - ' 2668 T-4" 3'-4" T-0" 4'-2" T-2" T-4" 3'-6" 5'-2" 2' 4" °Q 12'-8" " N I 2668 2068 B.F. LINEN BEDROOM 3 i i TB -- R&S --__-- r--- '1 -� - j � I 8'-0" FLAT CLG. oR -t.._. ��- gl 0 w X 3 I I% I 1 I I I�/ I 1- j i I CARPET U) w ---! w O BATH m 00 " `� • ca i I CY 1 i °` , I �` I - -C- - 8s8 co LL W 8'-0" FLAT CLG. ,n` I I ¢ 1 114 LAIU . - 00 00 3'-0" � ao 00 TILE +- T LE I ' k,LLI t-+--i 26687 W.I.C. I I OPT. D P` 1 1-- C 8'-0" FLAT CLG. ' - -- R&S I CARPET v. R.A.G. 00 _�cc°o I CO I ROOF G.T. t Z • � 2068 B.F. N j - ---- - - ----N - J HANSON BOX R&S @ 36" A.F.F. - - - 2868 DRYER VTR 1U_ OWNER'S SUITE +42°SLOPING LOFT HALF WALL 00 O X 8'-0" FLAT CLG. 8'-0" FLAT CLG. CARPET - -- - CARPET ---'------- -----� I . % TYP @2STORY I -----4 116 -- i t o J S6 ;� 51 5 II ac I - - 6 1 4 `a I A O w - 711 3 = cn H1 81 12 II 10 II D2 2 -2 " 3'-72" II 3'-11" 14'-3" I J TYP @ 2 STORY 1 3 S6 8 3 D2 D2 42'-0" 6-0" " 48'-6" TYP @ CORNERS U.N.O. 0 4 � D2 U O uo N H1 CO3 7.1 00 in 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 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18}X71J S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1 /4 X 38 i 26 x 37 1 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. iH5 271X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 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 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SN SHEET 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 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 AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11IR-13 KRAFT FACED l^� c ar -n � o CS U d� C f9 C.., N C LL Cl O ► N p N L 4M C7 r0 4 r+ N Y g iv >rac•`=Q N Q� C E eo 0 n. u 0 %` s /Y F E 1 G• p,'�, To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA W 04 V Cb W C N W 0 fA �Mv � LL Q �LLLL a Lu Z r � o o m w N M Z d J Z LLW Z OU U W ❑❑ z I s Q cl- r V) z v 0 4-1 (� w w � C d ftS "- U_ E - s � c Y Q N Ol w Cl)C,:, x 0 E E O eg a �6 CL o pp COV w0 L4 .T i �o ca mg �Y OLL zC C� J < b i 2 8 ° U az W v O S U � O L .--.LO Q c� CL MO cM Y r 0 N coLO r N 0) LO C 00 C:)N M Q Z cEo Z c E T c d U JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 1.1 .L ILI I II 11 t1I 11111111 I1�0llw 1 s.wui 40 IV 101 0 CILrLU 0 0 :e C44 �0 IL 9 - t 0 U) I LU LU t LLCID ry LO 10-1 _ M SO LCN O co co LO 00 Lii cc O VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES 24" TOWEL BAR 7 LU ON WALL ABOVE TOILET MEDICINE o I CABINET 00 TOILET PAPER HOLDER pZ pZ Q LL Q f0 > N > O MM M (V 09 60 0 TUB/SHOWER FINISH PER FLOOR PLAN - MIRROR 0 4L I I LL11 , Lp�ii BATH 3 I 6 IN: I i, a L71--i KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL 0 SHWR. SHWR. CURTAIN HEAD ROD ei-- TOWEL BAR IN TUB OR SHWR. -u SHWR. VALVES SOAP o DISH in ih 00 i I TO BATHROOMS, SHOWERS AND TUBS 0 Vim: T DOUBLE RODS 0 i` KITCHEN SINGLE ROD TUB/SHOWER FINISH PER FLOOR PLAN MIRROR -�-t- - 60 1-a= 4a - - --- �t Q M BATH 2 KITCHEN SIN i- J _J .=1fV r CONT. HANDRAIL RETURN TO - WALL DETAIL. SCALE: 1/2"=1'-0" 42" H UPPER CABINETS -� 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 2" FOR PANTRY CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET It 36 H BASE 0 o FINISHED CABINETS COUNTER TOP 30" H BASE o CABINETS 60 SIN 0? 39 to 10 a O V-2" 2x r } IA? 0? FRAMING- 1/2" GYP N M N CV C? BOARD FIN. FLR, _ IN. FLR. x P.T. SOLE PLATE CLOSETS / LAUNDRY SHELVING BLOCKING AND MOUNTING DETAILS SCALE: 3/8"=V-0" III ISLAND COUNTER CABINET BLOCKING IV 0 6 I riFtUJ I t3L.Vl:K JtC:UKtU I V SLAB w/ 1/4"X31/2" TAPCONS @ 16" O.C. O M OWNER'S BATH Q Q 60 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR CALCUTIONS: TOTAL RISE - 10'-0 3/4" (16) RISERS AT 7 9/16" W 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 walkiine. 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 '/2 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. STAIR SECTION SCALE: 1 /2"= V-0" rN W -o � w f� C f4 CJ'N N A C N � '•41 f0 61 0 m w ;ar a a I _____ it ' r lrllllrl'!m' AI ITFIT71 3 Ic 2E Q Go LO t2 0 Jr J� �Q J n Ln I a >u c� r� 0 QQ Z 3 4 0 i E r— r.� 0 X 0 i rz 0 L i£ CD LO M LO SHINGLE OR TILE ROOF PER 12 5F� 12 �5 F1 COMMUNITY SPECS - INSTALLED PER -::.,- - _ ' :..�- j I ��_1" x 4" SMOOTH MANUFACTURERS SPECIFICATIONS 1 �TEXTURED TRIM / BAND _:. T.O.P. — — — — — 1'-0" EXTERIOR CRICKET PLASTER ON FRAME FLASHING 1" x 12" SMOOTH 12 TEXTURED F2 5�� F16 F1 �00 TRIM / BANDHEEL 1'-4" 25 SH 25 SH—\ --- — — — — — — — — — — 35 -SH­ — — — — — — - - — — — — — — — -- ----------------------- ` 2ndFIN. FLR. —-------------- — -------------- — 0 T.O.M. ------ ------ CJ / WEEP I I CJ / WEEP ------- ------T7 -------- I J------------ TEXTURED CEMENTITIOUS FINISH ON C.M.U. LR_-----L --�-- --------------J--- I I F23 F20 I I F1._--_._..—_ F1 1 F22 FRONT ELEVATION - Al SCALE: 1 /4"=V-0" LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" IN 50 ti General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF 0 PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH"* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 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. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 o ptV o o +s c W ca.r- N m O +- N G y' Q � N � d � c d a'CD E c Cc 3 ns p, au .n o, �g � ra 1�;1:9l1193iP Iv, z. r !•. r c•jO� . \� ��'f�t/Ellisazyea� �� 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. rA W E 0ID$ rn�r`� a L7, cLLLLLL a Z�o Y OC (pN0 W m w Z 04 MZ N Zd W ❑❑ Ur z z o J d. � N (nv) zcc 10 - LL •V 0 LlJ C w U00 • c Q N � o W z U_ y� ;_ Z. 0 LU Z oL O E N 0 a o iWt L m x � Y NO ZK 2 Z Q N' d + Z NW W 3� W 0 LL a Q Mill!o � =i c 0 w / L CI CID .-, CL ^^`` L co CIO M CO Cr VJ Co T 04 O of N O0OI . N rLO LO M Q C-) r E Co o z z E T c d U � Q p JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 3.1 Ii11dd,!u JAC. .l�-.0 N ti Biro r- 00 N N r 12 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. HDR HGT. r` EXTERIOR PLASTER ON FRAME 25 SH CJ CJ CJ 35 SH 2nd FIN. FLR. 14'-10" FLASHING 6'-0" 10 T.O.M. CJ / WEEP HDR HGT. ROOF TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 35 SH FIN. FLR. 12 �5 5068 SGD REAR ELEVATION - Al 12 5� 16-0" RIDGE VENT T.O.P. HDR HGT. SCALE: 1 /4"=V-0" 12 SHINGLE OR TILE ROOF PER Q5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ® EXTERIOR C'�r PLASTER ON CJ CJ 25 SH CJ FRAME HEEL 2nd FIN. FLR. T.O.M. CJ / WEEP HDR HGT. _ _ TEXTURED CEMENTITIOUS FINISH ON C.M.U. (NP') 25 SH FIN. FLR. RIGHT ELEVATION - Al SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 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. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt fen, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 crr c►® > W O s b j a t- o = O cj, - r_ 77 m X eta. N {O O r y 0.4 M Co L N af0 a`u Y ca 1✓��0 _E �o d U 0 '����i �f �O e cq I't O ` 111419 f 110.1\0N�\\ 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 M N MO k LL � J Q � LL t y LL W � a Z -vim a 4 c0 gg 0 @Ym W °' m ILN 0 d6 00 ZIL W ❑❑ U' Z ty z o � Q J — a- N N .� 121 e —� O W p v = '� w U c 0 M � u =0 �p L? ?a ro o ° & Z o E CVro t rg w ru _ c Q¢ m& Z � Q) a w a W p ZI6 $ �i C O rn m 0 a� a L_ J � M T U Q M m L J T +-a .d �I N M CD N O 00 O In CV-)LO co E t0 � to z r_ t-- P a i� ¢ o _J JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1" CAP CAP 2" 1„ iv c) fV 2" iv i GO 1" "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY ^ 2 COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" " DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING ^^ = N i i r N 1" RADIUS 3 1/2" RADIUS 1!2" RADIUS 3/4" RADIUS 4 1'-54' 1/2" RADIUS VARIES VARIES 22„ VARIES 12 VARIES i M Ae SIN N �D 1" 1" 1" 1" 1,-4„ 1-4 1 1 1 1,_0„ 1 1 1/2" RADIUS r- 4" 3a i < � HIV 1 „ 1 „„„ 41 i'-2—,� _ i-INT 3" 2„ T �'� 11 - � VARIES 12 2" z" i �I 32' 11" 3j" 1" 1" I Ui� 1" 2 1/2" RADIUS BASE in ` N BASE I • I ^tV I "NOTE: VARIES 8" 2" 71- 3„ � FOAM TO USED ONLY WHENN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" = �--6 1'-6" 1" 1'-4" ki 1" f� 2 i 4 1-1/2" THICK 1-1/2" THICK 4„ 101, i r L r} IN 4 N 2„ 4„ 3„ 6' _ 2" 2" N w w_ 1-1/2" THICK ---- 3" '--- --- -- — = i T 2'-4"7. V-5" 52- =IN f2l 51" 4 1-4"_ 3„ _ N O VARIES VARIES I - -- N • VARIES VARIES 4„ _________ iv N I i °° i Rsh 31 -�- 32, • �1' ^ �^ AN �� • '" KEYSTONE F11 0 OPTIONAL ' 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPAL 4 LTION �„ 3„ �3-" WINDOW OPENING 4"" • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" N N 2 VARIES 2' 1' Q NOTE: •FIN. TO HAVE TRADITIONAL LOOK & FINISH • FOAM/SMOOr PS MATERIAL IS ACCEPTED 3'-8" 4„ 3,_0„ 4„ 101, 1'-4" loll� 1H 4' 1'-6j" 14" _ o f N 12" 5„ 1 _11 5j„ 2' 1, 4„ ------ - N -- — -- - — N 1 " T A —`— ---- -- s 1" coO C'7 C'7 r R1p„ --..---_ T. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH cam+ Cw N c O,.- o a> � '-1A Cn W L a C= r J G. CIO c cc v Cv �0. in eo W �o ZIP. c w Cr W r a 3 fO b- 61 C > � L- a A E 0 0— U 0 CV 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fn d rn N 1-4 Lo 0) � � CqLLLL J a I� Z v t0 WLLa Nog W to 0 Z M Z m w d Y N OU s W 0❑ z � Z^ Q � N z �4-- OW cV c d fQ �- L2 $ i _ _ N M W a ("D E ZO Z U t- C g E R V � C o m0 o o z '< —j �tx �b Oio W°' LS U Ro Nw �G J O QD zla a OV O Y0 rn m 0 Q cle)O CM O Y Y (n 0 m 40 L i CND T � �I � N O 00 CV Lid O M Q T N E c Z Z C E T m a u a o 9 JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits In all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined In UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be Installed In all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the Installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. I� HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j 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 1-0 WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) [E@ PUSH BUTTON SWITCH (OPTIONAL) Ho 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 �unJ ELECTRIC METER LL ELECTRIC PANEL 111111111161 DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights 8 outlets NEMA 1 01 #12 to appliances and GFI 150 AMP/ 200 AMP #10 to WH 01 #8 to Range 10 #6 to HVAC :' n 200 amp 150 amp UNDERGROUND IDIs SERVICE BY POWER CO.---,_ INTERSYSTEM BONDING TERMINATION PER 200.410 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. WP PATIO WP GFI DISC. AC PAD AC PAD C.M H.B. ROUGH -IN FOR OPT. CLG. FAN/ / LIGHT PRE -WIRE A I G � / BEDROOM 6 DEDICATED RECEPTACLE FOR MICROWAVE RANGE S.D HOOD PER SPECS ---7 `If' PT • _ -WWGFIt7 '\ CAFE /I r PENDANT AS PER SPECS FQR 6'-6" S 4AL — —� O I--- --1 I D.W. I �Z o -�I jjGFI1 --- - 1- GFI I�-- �UC----� TA I GFI i . V �`v 15'-0" 10 VERIFY METER LOCATION WITH BUILDER r—i WP a TH.B. r—I kV IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. ELECTRICAL PANEL r------------ I I I GFI @ 44" A.F.F. I I 2 CAR GARAGE I GFI FOR GAR. DOOR -- -� ` PREWIRE I / I I � / I � � I I I I I I I I O H. L------------ "`W_. GFI @ 44" 4, A.F.F. FOYER C.M -- If - S-6R. FAMILY R Mw``✓ ROUGH -IN FOR / OPT. CLG. FAN/ - - - - LIGHT PRE -WIRE I I 48 TO LIGHTS AND SWITCH Ir�ly �H, ABOVE I FLE� GV ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE �I• --ENTRY � Q �S _ e>i � Vk 9 3e 5 vi`2„ 'N VTR I @p SON I PLUMBING RISER il /-I vfR let IA I �VVQ ':�:' 1 ter 3N SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-Al I SCALE:14"=1'-0" I IA cam► N 0 W � yo Ln a�o C N V N �m,< �LLa N /C C7 v1 o ca at c � 3 � a > c o c E � o a, u 4 N N N M lY) 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 beating Englner's signature and seal. H 0 M M gj M V M J LL LL W w IQ1� V 11 0 �Cp 0- J LL nLu Sc WU) 0 'gg`° 0 0 2 Z O1 u' M Z d Z N OUCL v W z Z Z� J 2 Q) N z (1) U � V) LL w 0 W LQ c m fCi �- U LLJ E — � 8 _ 1 U �� _Q ■ y W J Z g E O F a 2O Z E cc C p Ci � � ��op <2 =O U W Z N wo �p ¢� � � 8J �� Z - � . O Q W fZ (� fin+ g� �o W LL Q yLLZ. w 3 CID w za �3 L.L. L � rn Er c� ,•--• Q N F- � j 0 CM O ''I"�' Y v ! m m LN I UO CD Q N L0 CM Q ce) _ z° M z E r :: M a 0 _ v ¢ o c JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 4.0 v ELECTRICAL SPECIFICATION 150A/2 L C INDOOR PANEL CENTER NOTES: 0 a14 to lights & outlets ELECTRICAL CONTRACTOR 50 AMP X72 to appliances and GFl 150 AMP/ MUST VERIFY WITH THE 2ooAMP 10 XatoRange SPECIFICATIONS FOR THE TYPE 10 #6toHVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES.MAIJINT so=zio 200=410 In 2" Conduit 200 amp 150 amp UNDERGROUND i n act SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH � 3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ,Qt EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) [Ja PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT R9 ELECTRIC METER Man ELECTRIC PANEL _=I.=L DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I I I I I I I I I I I I I I I I SECOND FLOOR ELECTRICAL PLAN — ELEV—Al SCALE: Y4'=1'-0" 0 d� iP t O ra ra-r C� cc m x .s c t.a. Cl- cc O r to �. O Uf 4 � N Y a1 oa d a d c >: m o J N 0 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q $ M d0 00) S a di r n 0 46 a C J t� U. u. LL Wa 0 Z� 13 A a he It W I- 0�mW o oD M Z N LL W Q (� Z y f W ❑❑ (.D Z tV Z J — N N z U 4-}J c„ y 0 W N _w 1 a N � w s9 Q m "• ;� o a Wo Z ow x�W n' t F �p m � hr3 Qz o W d a cow o L �- �o X �► o % 3 O > (0 � L0 rn m .•-�L0 Qcc CL L H M j Oco p- Y O m M LO ¢I N CV CD 00 O Q Li i MLO E m c ui o Z Z c E t— y v15 t`u JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 4.1 1 '-nn )NE-1 fTIC SPACE SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. '*Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) ROOF PLAN - ELEV-Al SCALE: %4'=1'-0" N e.r N N c � Qs >w. ui pL i o l -a, Cc rto a 'LJ = lV .0 N O CU N Y a: a> of E "� c p d - cc.. a) � T kn o.a C E Cc O O- H r d v.- �E C) �.•p To the best of theEngineer'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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. a E s g $ r. M a N O sh LL My LL �LLLL � LL. d 0 0 z a Z 0 ILW cRO'�jO' J N OU Z W ❑ ❑ z Z Cl- E34R (6 *U c_ w � �- O V) 4 r'_ ram- _ 00., � M W J p o Q E: U fO Wz io U w a UO z O Q C`J ro � M 3 zo 0. �o cfl � LO 0 Q jM M p- O o m 04 m l al 0 N o U-) 00 'n N 0) M Q � r E _ Z c T Nl 6 c IL U Q O JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 5.0 c a tR no TYP @ 2 STORY (SEE JJ/S6 FOR J STEM OPT.) S6 VERI Y METER LOCATION WITH BUILDER tH.B. ■ ■ _ ■ ■i ■ ■ ■ ■ ■ ■ ■ = ELECT 3ICAL PANEL ;n I I dog, I I (2) #5 REBAR 04I I I I VERTICALS w/ in Q O,-0„ ( I FILLED CELL I ■ :: I I 2'-521 • �• • I GG I CC W/O ?-4 S3 UPLIFT ;I S3 o I S3 r 4 PLUMBING t- PLUMBING TYP @ 2 STORY STACK �� .....: `° STACK U.N.O. (SEE JJ/S3 :r..... .. I I I FOR STEM OPT.) I �� SLOPE7 I 7'-2" = I CJ I I I N s T ' ' 16-7" O 1 I I 4'-0" 26'-6" 21'-611 20'-4T' I 6'-1T- 3-1/2" MIN 3000 PSI CONC. SLAB FOR RANG I I I- 1/8" _ I HERNANDO COUNTY ONLY 2'-6" x 2'-6" x 1'-0" I : I I,SLOPE 3-1/2" MIN 2500 PSI CONC SLAB OVER W/ (3) #5's E.W. I 4 N L I M MIL VISQUEEN VAPOR BARRIER I p~ 2,, I REBAR I `O "' S3 13'-11" 2'-6" 3'-04" O 4'-8j" I 2.6„ M2 TI VERTICALS CALSw/ In I FILLED CELL S3 I 41• L PROVIDE 1 Y" RECESS SINK WI DISP - - - I K STUB UP TO S o �IM��tl — — FOR SGD. REFER TO MASON'S SLOPE FOR I WIDTH I D W I _ ®_ I I I I CHASE TO ISLAND I W H' f4 2ND FLOOR FOR A/C I J = o ■ ■ STEPS AS REQUIRED b" iv — — — — -III I r -- ---- I -- ---- --r— cQ PER FIELD - - - ■ - - - - - - - - - r.y' .. M CONDITIONS - - �� 01_01- - - _ -. .::: y�'.'.�'.�'.�'.�'.��'.'. ■ ■ 21 ■ I 19'-5" 71_O11 / / �/ 15'-6" 6'_0" INDICATES FILLED CELL w/ 3000 PSI KITCHEN =, �'-' rl� PROVIDE YZ' x 9 Yz" _ -4" 4 Y CONC. GROUT FROM FT. TO BEAM ISLAND LOW �' -' '�' RECESS FOR FRT. DOOR M 1/8":V-O" I in 50 -- ( TOP OF CONC./ PAVER TO BE 4" ih W/ (1) #5 REBAR VERT ABOVE SLAB WALLS 00 ' �' '/ v `fi SLOPE TYP @ ALL PLACES SHOWN L BELOW FIN. FLR. �O I HOOKED FTG. DOWELS 5" EMBED "GRADE I /� r — — � ■ S3 W/ 25" EXT. ABOVE SLAB 40 / .......... STEEL" 201�411 �' / // /'�' I TF 3'-72" 3'-7Z' I 14'-44" I "' — T TYP @ 2 STORY ■ jT-O" F- r x T-O" x 1'-011 I I L_ J '`4 2'-6" x 2'-6" x 1'-0" _ W/ (3) #5's E.W. I I GG GGLO S3 I J �,P@2 0 HVAC CHASEBASED ■ S6 STORY ON LOCATIONOP CO I ( AC PAD AC PAD ----------- ---- — —L— ---I-�- — — --------� �,� C0 .......... .. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ TYP @ STOR J S6 3'-0" x 3'-0" x 1'-0" W/ (3) #5's E.W. FOUNDATION PLAN - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN Uj U3 d CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ""Alternate: The reinf. bars shall be cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" CV ' !V Ck- !+f (� G o � W O nL.• o G O V N 00 Y p,- 3 ass m in y as so � N c C f0 O 0- f1 O i .,,•1�liil404'Pfil`�0���,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 nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. p M 8 p N V { �/ N ap o 0? r _ J C-4 CD tL W z 2 13 a W m W . Z u4 N U d 04Z Z OU W El U' , Z N — o CD z z o v J — N U) — N z 4 N �D o OLLj V) ' U �3 04 IM o Cn a® E o °o ra ga aZ Z QO N `p (33 C: mi z J hi 7ti <2 ipp a Z U �LL a ca o V 0 '—" `=r z6TU� 0 C O i LOm '^ Y, m 0 ^ Q ? � � M O Y_ Y m in U) ¢� O 04 O Lo 00 N O M Q r E z z ij E T— Eo m m a 9 U Q pre JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 6.0 L0 LO 0 Mn O .9 �o GS a My G O s I c Q C E F�- z X a a LZ 0 tz LO c CD 0 o n STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ 7\ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END g6SEE PLAN TRUSS BRG. A ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" GINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE CS RS H ENCLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOFOMPONEHEIGHT S 5 ftND JIND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 1 1 -49.57 -49.57 GABLE -38.22 -38.22 1 60.99 1 -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: 346" EXP. 1 (24,46) or15%2" EXP. 1 (3�1,6) TILE: 1%2" EXP. 1 (3Y16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/a" 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 [4:121-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. YP. . BEAM TO ORT DGE S . BEAM TO ORT DGE S UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 518" ANCH. / 26 10dx1-112" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" 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 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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 'N (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (2) 16D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5.0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN — ELEV—Al SCALE: Y4'=1'-0" c li � :;I- W o�Q ci aa.r`- o C cowN cc o ,� •N � O R7 d dawC „ ©L r °c 3 cc •? O m � CA R' o W/V 3¢O sa)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 Residendal 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 IW- 35 a_ $ CC,,,.8 (� U, M 0 X 4 c LL LL U. Lua 'V a rn ;204c� 0 0* ILix Z � Q tYY Z Z NIL U W ❑❑ z � N z 00 (3y� 4 OU) J V) VJ V +-j LL 1 '9 °U o 1 0 wC:f 8 I v J l'U �V w � olds c Q pp 0 N OD \� ti M Q2j U_ E E: w� o°Q so p Sa Z04 N r0 � z <Q w m� z rp cY N v Z o Zz 'aw J 7" Z WffU 8� a �U �r 0� >g �3 R as O LO LO Q1 t7f �1 ^` co � C'7 Y Y O .2LO m al O N 0 N Qi O0O M Q T LO 6 E z Z m Q. E T m o �= U Q p JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 7.0 CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 lzI� in - A ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 1400 MPH VIND SPEED (ALLOWABLE) 1014 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF1 1 1 2e I 2n 2r 3 3e 3r 10 HIP 1 -35.94 -49.57 -49.57 49.57 GABLE 1 -38.22 1 -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 eV16) or 1Y32' EXP. 1 0346) TILE: 1Y32" EXP. 1 (3346) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (W x. 120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. / 26 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 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 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 696 --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) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V 2 LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w I (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 -10d I SPT24 1 1090 12 -10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 10 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY WRIER xi CARRIER-1 (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV—Al SCALE: Y4"=1'-0" C4 N as W L OC3 a G� O o Ca. C', t% CC C-) 1r4 co _ C Ll- p- l0 O a� Zy d d a a> � A T ' ry S 17 E R o o- u 0 t r,. r "A To the hest 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 sea(. 9) W E F- o $ 8 00 y $rue- 0 00 r 0 J M M o M tL Q 9U_ " uid $yco a CC Y W CP . Z u) IL M Z d ZN OU U W 0O z z z C cz (_Q cn .r ' O c N U ' tiiiiiiiIiiiiiiii U � � low* Qr` cy5 0 E y �R zo 41 W E: y (O CL UO E N � &?� o �o ¢ f�9 c� z -Z -i 3 8 Z WCL � z z �'z o 5 o O Cci LO '^ YJ rn m 0 L � M (=) m m LO ¢I LO 04 C) O 00 MQ LID LO r M z° Z E T— E a; c a U 0 Q pM JOB NO : 22-06470 SCALE : AS NOTED SHEET NO. 7.1 M GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . 0 Safe verticalloa + Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O "0 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1TPOO © 0, O 8RF14-1B/1T 8RF14-OB/iT �M 8F44 1B/1T8F401B/1T 8RF40OB/lT 8F321B/lT ® © ® 8 O O O 0 8F16-0B/1T 8F16-1B/1T © © O O 8F20-0B/1 T FORM Ar GROUT SOLID o ��#5 �U 0 BAR CONT, 8F12-1B/1T O V' LINTEL DETAIL SCALE - N.T.S. E • [ � III � F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 7 8 F 16- B/ 1 T tNOMINA1 QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS Tfc p-w-asfTihtels - 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. (1) REQ'D TEAR ALTERNATE POWERS STEEL LINTEL C 4 •Qd C.M.U. #5 REBAR AT TOP e• a GROUT MIN, (1)REQ'D .'1 1-112"CLEAR s • e G • n J O w ¢ C.M.U. 5 REBAR AT = r,- W • BOTTOM OF LINTEL CAVITY 23 W U O N o OTTOM O M.) O i REINFORCING ¢ ,j LL 7-5/8"ACTUAL PROVIDED IN LINTEL ZZ 0 ail u, - Nv ` 5 REBAR AT BOTTC ' NOMINAL WIDTH (VARIES) F w ooS U)tY 6 AS INDICATEDLn LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Ya" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of [Intel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plaNdetatls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementkiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN TNVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL ��j SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION (_E) 4'-6" LL MIN. L LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" CV W Cn c 0 ar �o o w s 0 [- O m � o N D C L a, fO � m N S C d 4� Cu w c c u • Q � R �dd� u a� cu c c In Qa E- 10 0 r- f •". t t .� F •/"�f /i t.�4�tt���.11 To the best of the Engineers knowledge, intonation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 M tov LfnNCD di Q uOi y M sf t ib Li 0 JLLLL LL wa Z L�Y a WO_jOr c3Nro m w ILW 00 0 N Z d FJ- ~ u, N OIL U Z W 0- 2-12V Z Z n Q d U) c� Z (1) - LL C) V 0 LA-1 _$_- t1) c w U• 1 Of Q N NO W CM LL� o s E aLL Zo Q E ° h- CO U Zgru N � ZW i a W �g � mZ r0 8 r O a� > Z Z @ J b S Z 'N/j� z G iy o o �o az W CL30 Mj CC) Y�e a ° c � T > (.0 LO LO Q � 0 M C Y Y m m LN al 0 N O) Lo o cV O 00 O U) MLO Q r z E T E ym ui c a U _j Q p c JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. 8.0 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 ED FOR R RESIDENTIAL OR GENERAL 0 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2), 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1,2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2. 4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 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 ILL + ROOF ILL 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-1-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" Y " MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (fc) 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 STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A rmanent 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. nl 'nkl r stems incl ding II risers n 3. ImgpVo ,s Q syy u g a secs and spay heads shall nt5t be installed wt hin V-0" of the building side wall. 4. FBA-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 bac% is complete. after the initial tr treatment shall b retreated 6 FBC-R R318.1.2 Soil disturbed ea e including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - gncrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertirl chemical barrier, must be installed after construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318,1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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= +l- 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: 56 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. N h® cV ca �A V > W 0 U a L C lC C- N _ -W m x +� C C+- LS N C7 J aU >rz m y c ? � •a u m � c c N d'n c E �o d 0 ��lT.'t �fii l l I j Qf il��'Ir�i '''arc ;,• W/V v rr �, uj LU e' S. eJ ' 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 Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W �8 (8 04 0 Q M C) M LL 10 0 �U.LL LL a a Z W I:e 104 WpiOi Z LL m uO C,Z C .� N O U U W C3 13 U z Z n gaz_ Q) N In - Z m 0 �v) a I.- U Lu ~ E8 z� = • c - o w Z W g. E oP s Z® o E u <UOU w� 0 U Z O < C'4 tq c0 ¢w m� CO C N�gw ~ ZN� J 7 " z 0 o!O °¢^ dz W U -) �o ray K 2I< U LO 0) Lo _ Q 0 ^'LO' F- L � � cM m m LO N O) LI .0 No C) C00 DN Q co LO M r T 2 cC0 a. p U ° Q p JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" Q - 0 STUB -OUT FOR 0 � 9 0 GAS METER 0 ' 0 v 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4- (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS "TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x Pa- 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber 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 Vor--21 areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) --1 Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking IJsa X' (10d1 nails at 6" n.r.. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL N w CC CONT. #5 > STD. 90° BAR I HOOK STD. 90° HOOK BOND BEAM I SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 N_ BAR 2X TOP PLATE _.._. 5/8" 0 #5 CONT. THRU BOLT FROM BOLT FOUNDATION TO HIGHEST - -I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO - >= CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D I �/—PLYWOOD FLOOR COLUMN AND r _ _-- SHEATHING PER PLAN CONNECTION —� TJI TO BE CUT TO ALLOW '-FOR BLOCKING/TJI . i.1 7--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN ,i OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. 7­W eb_ Stiffener Fastener Schedule_ Joist Bearin Location 'L Series Depth End Intermediate t ® 9-1/2" 2-8d_ 2-8d �1305000s 11-7/8" 2-8d 3-8d 14" 218d 5-8d Clinch nails - 9_-1/2" 2-8d 2-8d when BCI 6000s 11-7/8 2-8d 3-8d _ s BCI 6500 possible ®l 14" 2-8d � _ 5-8d 16 2-8d 6-8d 11-7/8" 2-8d _ 3-8d Tight fit -`- BCI 6068 14" 2-8d 5-8d _ 9 'I6' 2-8d 6-8d 2x4/PI od/OSB web stiffener 2" min. ® 11-7/8" 3-16d . 3-16d y1N0 BCI 14" 5-16d, 5-16d required when indicated or 4" max. 1 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wail or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— �I`� 0-1-0 9 ❑ �`� 4 � rl 6"" A 1Y2" ROUND HOLE MAY q 6" 6'� BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. I.0 SIMPS( w/(22)' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger L I Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1l4"-2" gap - -Backer 1 Backer Block ' p ro Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required f hanger flange is laterally supported by joist hanger. doesn't meet height _ requirements I�}-� 0.6 X Joist ���J°�� depth \ �/ /�_ I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS •. SEE PLAN FOR--'•• • . • FOUNDATION INFO ' n • a STEM FOUNDATION GRADE _ � rrr�rrr�i REINF. SEE PLAN rvt, unmor. 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • ° ,° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION D iii -0 1 MR@ I I IN-1-104-1 %11113 12" BELOW GRADE PLUMBING LINE i— PVC OR SCH40 SLEEVE e - a a a. 4.. .0 — a — rrr � SEE FND, PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —\ a ° a PVC OR SCH40 SLEEVE r—PLUMBING LINE co Z • a • a • SEE FND. PLN. SIZE & REINF. 17, PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE G a' a a . ea a d . a = --— a ° ° v a _I a � -- SEE FND. PLN. SIZE & REINF. acw c.+ C N � m =o 7 W 0 �..• O Cn o ' R c a N o °O a.c N'd0 A ei C d W a :X cc �ad� 7 41 1b N L1 to E c d- u ,,,E�t�t' �cclr►rr f,F To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 norlda Building Code - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W a E N 8 D m LL Q N LL U_ LL Ow —von �0e �rn o 3 Z Z co uN MZ d N LLW o Ci W ❑❑ z z z 0 (1) .0 o O w IU < 2 -6. M w J E ih a off � �£Iz Z° E ca ° U� z s E RU & au ° N z9- V7 J t�m 1� W 3 a3 aW g� zo U J� d w Ala 5 3 L O Ln rn m cM .•-•. Q CL C'7 O Y m 00 LLO al IV— O N N O � 00 M T_ L J Q LO r E z z = E B = a U Q p JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. SIN 1 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE , 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED,) W/ (2) #5 CONT. ON 3" w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 144 WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ° ° SHINGLE ROOF, SHINGLES TO ' ° BE IN ACCORDANCE w/ ASTM -I — I Co°' • ° — - C I— —� :- D7158-CLASS G or H, or ASTM I > I D3161-CLASS F, IN ° I' 12 ACCORDANCE w/ TABLE I I I (NP') VARIES R905.2.6.1, FLORIDA BUILDING — CODE 7TH EDITION (2020) iv RESIDENTIAL ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE 1 1 - 6;;-,4- -- -4 ---1 -+5;d 6z4- -7- -+5;� 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL .) (OR %" GYP. TYPE @ } GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE} SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. J� 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" - - - - -- - - -= - -- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. BOUNDARIES, 6" O.C. NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD @ 24 O.C.) SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS if 5/8"x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND _ `'' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ]�- A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2�� x 6 W1.4 x W1,4 ATTACHMENTS - 2/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -\/ WWF OR FIBERMESH ELEV. 4-3 1/2"z �31/2"MIN. r31/2"MIN. J l A.F.F. p 2x4 CONT. W j N ° ° ° 1/2"(min.)-4" °. 9'1/2"(min.)-4,� I _ y. - GARAGE DEPTH VARIES 31/2"(min. - 4" ° • — 31/2"(m n) - 4" - - 4 , rrr =8": (2) #5 CONT. 4" rrT 1,�m i718„ (2) #5 CONT. GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc"� @ CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-01, S3 -1Vr 7Vr W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ 000 s \� 1GGN� 2x BLOCKING 8"x8"X16" KNOCK -OUT HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /'" \ INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) PLAN !6- #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8C.M.U. TYPICAL " SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ (10) 1/2" GYP. WB (MIN,) @ GARAGE BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK KOBLOCK 10d NAILS SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL . .. 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN, LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500# MIN. TENSION 2600#) ARCHITECTURAL w/ (10)10d NAILS SPACED EVENLY �, FIBERMESH WEEP SCREED INSTALLED BAR ¢ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 c .- ._ FINISH TYP. 2x P.T. PLATE , , c PER MFR INSTRUCTIONS C END OF 2 x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24 O.C. " ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° ° ! ' GRADES„ ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � ° " 1/2 GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL O MONO OR STEMWALL z ,- ° r,, ° '71ER� FINISH GRADE 25" MIN. LAP 30" MIN. LAP [ J [GRADE 60 MIN. F - 60ksI y g — — to D ° s _ TR r 4 CELLS (SEE PLAN FOOTING MONO SHOWN °O 6 MIL VAPOR BAC woFOUNDATION T11 — ° 1t1 Tr FOR CLARITY e ,' R 1 7/8 FOR LOCATIONS) j � I ' ' ' � I'- � � I' ' � #5 REINFORCING BAR r 1x4 P.T. BASE NAILER 4"x4"INSPECTION z > • "' � #5 LAP SPLICE (2) #5 CONT. - — 31/4" BASEBOARD PORT AT EACH NOTE: * FOR BEARING WALL -' __= '' `„ _ e . COMP. SOIL. COMPACTED TO ° ( 36 MIN. LAP [36 MIN. LAP] " " ON 3 CHAIRS „ " 8 1-4 8 „ FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — — 10" (TYP.) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER c� AT GARAGE CONTRACTOR co- _ I• ��I - � I II � -: D1557) 411 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE To SLOPE - - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG FIBERMESH' DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION.�,S3S3 M L ° °° I 00 Z � 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° - min. 4" BARRIER ; 1 p • • g N v e ° GRADE COMP. SOIL. ° °p — — — — * — — — — (COMPACTED TO 95% - — — _ _ — — I'' tT ITI t i7 #5 REBAR w/ OPT. MODIFIED PROCTOR — —@SRE;,L1 -Lk1) NCLOSURE ASTM D1557) I- 3" MIN. CLR. I... I- (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1-4 (1 STORY) STD. 90 NOOK (SEE 4 II�*`T'r U.N.O. 4" V-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS :� z :. SEE A/S3 OR J/S6 FOR REINF, INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E C , N • 411 I SEE A/S3 O FOR REINF,RINFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOM SLAB RECESS J SEE TYP. WALL S[=DTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T, 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT, BEAD SEALAC — r • ' ¢ INTERIOR -31/211 .' •. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB co , M 6 MIL VAPOR z — BARRIER SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR " " CONNECTION INFO * ° ' TOP OF BEAM " & LAYOUT DESIGN — — v _ ' SEE ROOF PLAN c — ° v ° ° a ° _ TTT r (2) HTS20 FOR STRUCTURAL BEAM SIZE & N a 77T CONNECTION INFO •— a I I --I l 2x4 #2 SYP P.T. FRAMING w/ - — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 811 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE it ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M fn 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -, W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT � ¢ � I()GRADE • > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N w AND REINFORCEMENT) 0SIZE - , • j WWF OR FIBERMESH ; C a Iwo v BRICK PAVERS or SLAB PER W g o _ • • • • z -I — " 0-0FIN. FLR. COMMUNITY SPECS LL M - 7"TWv — FOOTING BEYOND PAD REINFORCEMENT I 3" MIN. CLEARANCE ♦ •' • •'• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" CONC. PAD INFO, SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 S�LE: �4"_''-0" SCALE: N.T.S. S3 C N N d '1 W C r0 V N _ m x N R C3 a, u d v fv E O a 0 �E � f fF1'tPp ff 5, ��i�;�it1E 1v I^ 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 - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E N 8 C - op911,0 0) Q L LL a Z - v a, a 4 0 W �m Z 04 NCl) z d' IL IL < = N OU W pp z z �a co 0 "' s C y Nul t� w An 8 U Qc ¢ N r` � M �Z o� w a E o go E V 8 oa C) iZ 03 Z C *Z ¢� a>g N� UUY mo sZ, 2 z N J am 4 ¢2 i y I�„ g aZ U� �k c o co zj< g .2O CO � LO 0 M � M m m LO �I O N cV O O T LO M Q r E 41 o Z Z vi E T m E «? c 4 v U J Q C c J JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. S3 (MONO) • 1 '- 3 9i LO r� J O A sty LO a 1 3 a 8. E t— E 0 Z y e a Zz 6 a ZZ LO A 8 r* (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 If 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ no EVENLYWALL IS 1 1/2"MAXIMUMPLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. r � I 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 2x BLOCKING @ MID POINT EVERY OTHER .'' ,. ' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = __ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\' —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 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 rF SCALE: N.T.S. SL� 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 �; �--SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING - DOOR OPENING EXTERIOR —� ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. SL� ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1WANIMM ..►r .....:�■ ME NMI �rlll MIN MEN Hi IIII]= NOTES: 1O 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL T r O 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 y �8x8x16 C.M.U. GARAGE DOOR------____ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a , e POUk�D 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. sFF ��w N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFFR I nAn. 2x6P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) 1 (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 S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. opp0 SIMPSON HTT4 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SLI E — SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EB'LOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C — BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. S4 — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE �17 NAILS TOTAL) EA. SIDE OF . ' it SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL — �J EXTERIOR STUDS W/ (4 16d TOENAILS TOT P 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. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION ZX P.T. PLATE SIMPSON SP4 01 SIMPSON SP4 —t TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON 4PSON SP4 LINTEL 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) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED I NA INA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N N 1 cco.rf cV ts.. Vi 7 W o y 0 .. cu-o- � ,o 0 yr p N L 9 N y N a � y '9 r c 2.x11.� coc L N a r= E o d i i w �C) CP C c tJS�0.�\1\1\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W $� S N r_ 32 a QLLLL '� a 0 Zi0 c: 6W. rY� L Mo S a. NNG O W 2 ;; z 9 W ci m Z 2 M ZIL � Z OU y WIL ❑❑ M v z � $ z� < N QN) U' LL f0 LL, $U 8 c LU U Y Qc N � Z s z J E E W_o a f r0 R H z Z wg �� zz J� f Z E 1 o Z go a W Gj W 3 0 N W S> cCD 3:C >� LO LO _ a) �L. I j MO M 07 Y � o N MIf- 00 Ln <I 0 N O O N M Q T o Z rEo z E r' C a U S Q U JOB NO : 22-06470 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (1 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. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL �\\ 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD THE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM T OS ATTACHED SNAILS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS 6 O.C. wl 1 @ 6 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD AND 12" O.C. FIELD INTO 2"x6" P T PLATE INTO SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND f� NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2) 16d NAILS W/ (2)16d TOENAILS 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 WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C �:2x4'7 ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. x �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO —� " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM Q.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" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP M " SEE STRUCTURAL CHORD BLOCKING °° DFORLING INFORMATION 00 SCOHEDULETES SHEATHING DETAIL BACKNAIL w! 1 1 1/ " (2)16d NAILS WOOD TRUSSES ;0 to 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 12 " AT AT 24" O.C. ON TOP OF t2' EACH JOINT WRIDGEN `) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 40� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 " " ( ) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4' LAMINATIONS W/ 1 ROW " () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 ( ) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 R 0/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) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 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 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2)16d NA (2)16d PER JOINT _ WMIWLTA11►�9*8�T/1.�1 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE ITTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Old XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (0_10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' 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 BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d J 2 2"x8" "L" BRACE NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS rrr / SEE PLAN FOR ��� CONNECTION 2x4 "T' ON TOP OF PANEL) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS _ SECTION g SCALE: N.T.S. S5 \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w 11 \ BRACING w/ (3)10d x 3" AT z • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 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" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `�I.VIVI. DGHKIIVU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 O a 9C� CORNER JACK U w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5-, CONTINUOUS 13070 CHORD BRACING 2X4 MIN. LE I No oil cc ON ON hl. No cc NOTE: STOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL - SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" FOR WIND SPEED SPECIFICATION C%1 o r+ .o dw a_ ca w oy LU o c1 n O LL' ld V N ...�mx .: �U-cj_ ce o •V/ -� N L y C4 <O ccw.+ Y. 3asd 1! E c a 3 m d G� c e d W 0 / r• G�_) C1.4 i a SSt0�P To the best of the Engineers knowledge, information and belief, the shuctural plans and specifications contained within time drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. W C` C $ V N N Ifi a a�Mv a a 2 L roa0 4 L O�[ �pjCn m w Z ILW d Zw OU W (� th V z 9 Z z d Z N(D C1 -U 0 w Ul Am 8 z_ a w M LL Eon nLL g =Q O dz oa E U zCN E_Z C gz z vi � w ° s _o ° W U 3k '' wLL �nw Y t 24 O O 120 > CU I �O °' Q c� ^�^'' L �co M m m LO ¢I 04 0 N CD O 00 L0 M Q r LO ai E z z E r m c cj a 8 � ¢ o JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 112" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB / DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS J TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. 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 :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 Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w UJ = — 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 � w LAYER 1/8" THICK. v iINSULATION PER CHART ON FLOOR PLAN B R S6 S6 --METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) c� v 4"x4" INSPECTION PORT AT DC a EACH FILL CELL TYPICAL UJ (n 1x WD FURRING @ 24" O.C. UJ AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE r • e. FINISH GRADE o0 M 6x6 W1.4XW1.4 d e °• WWF OR FIBERMESH .- � Ili III = 4 -_ •,• +. '—STD. 90' HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-811 TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP wl (8)1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUDxM /2nd FLOOR WALL---_ BAND JOIST *SIMPSON LTP4 w/ / (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES:USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS K`N� SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK ��n1WI 15/37 OSB EXPOSUREI \ SHEATHING x 1. PROVIDE —x BLOCKING AS f REQUIRED PER ❑ SECTION X-X IF Lu NOT FULL HEIGHT SHEET C rn z M ir G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI r f SHEATHING w SOLID 2xFF ti C BLOCKING (CD ALL o C SHEATHING O EDGES (SEE OPENINGZI SECTION Lu aw im+ x - x E w 2x STUDS BEYOND. ti SEE PLAN d Ll Cn `-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 3/8"SPA, FOR ADDITIONAL INFORMATION. S 3/4' SINGLE NAIL EDGE SPACING TR RIBBONS DETAIL FLOOR TRUSSro SCALE:1 1 /2"=V-0" S6 DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SIDE TURNED VERTICAL w/ 7116" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) W NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 0 N�FRi R G 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN)a". QA NAIL AT BASE 2 ROWS C 4" O.C. wl 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL _ © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. ❑ w/ 8d COMMON NAIL 1❑ii 5 �Lu_ oo PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O O y rn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. IY r-• O O to v~i o' M2 LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O LL O ~ MEMBER IF GABLE END fY c y LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 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)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO SPECS ON FLOOROT ADDITIONAL INFORMATION INTERVAL @ ONO" (R302.11) 2X STUDS @ 16" O/C 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. 7/$" OVER METAL LATH. FIRST 2 LAYERS EXCEEDING 10'4" (R302.11) EMBEDMENT @ 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/(10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD 2 x STUDS 16" O.C. TYPICAL TENSION 2600#.) @ 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH `r WWF OR FIBERMESH 1 WEEP SCREED INSTALLED PER. MANUF. E a •'. 60 4. a: '' M 7111=1II=III—II FINISH GRADE °-1 I 1-1 I 1-1 I • .d .. _ F III —III —III -1111111 I I1111) A l 8111!!�7=C LEARANCEMIN. 3" INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (3) # 5 REBAR ON 3" CHAIR L411 I V-8" I W/3" MIN. CLEARANCE j ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 �a N N 0- — ? W U d h C� V Co`b X o Vl. fV L (n y O cc Q Z. CV 31 W a m w > s c � so d s o 9 rY •A �^ N dA C E o p- u w /N 15 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 - Residen8al 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 Q S N p a 4- C _l LL W JLL� a W us ?Lu 04 CD O in rn M J =N 41) M Z O U U W 0O c� v z z z �V Q) M -U z 1g LLJ 0 �Ul W 8 M an _ - Q N M M -w N �o. z a;o iLLzMgo z oa H (6 ~ L °dp �, m2 zco Mwg _ C co 2 U ab 8 0 ° W N� J § 0 .2 C LO L ! ui coo CL L Imo- M � � 0 .-- U) N m a-0 m Ln ¢I N C:) NLO 00 O Q C r M E t0 : N z z E T- E ci € O. U J Q 0 J JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. S6 (MONO) DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ri/2" DRYWALL DOOR JAMB (REFERr2X 1/2" DRYWALL TO PRODUCT P T TO PRODUCT __j_ _ TO PRODUCT APPROVAL FOR CON APPROVAL FOR CONN. 1x4 P.T. APPROVAL FOR CONN. 1x4 1 X 4 FURRING 3-1/4" LONG X 3/16"0FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. &BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ M. 2" EDGE DIST. ATTACH 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" 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 ')., n=Ail 11A11 MCTA11 STAGGERED @ 12" O.C. 1-1/d" I)GT,&II BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX I� SOLID BLKG. AT TOP BTWN. N ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 114" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\\,-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - /4„ MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS �- SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL ;13�P1[1��J PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 JL 71� JE/// ±5A NOTCH WEB AT FIRST 2 COURSI 3APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 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 4W' 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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. a, `.. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 4'-0" MAX"r/// 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID 11 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 61-011 11 It GRADE n p An `h z . e. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY Of 100 A. SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1'-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2N BOT. PLATE W/ (2)10d @ 6" O.C.. ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED _ ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" kR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGEREDD O O. 41 `STD. 90° HOOK (TYP.) `4%h, 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — 1:711 1 1 rl/ METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' +2» NOTC @ FIRST COURSE ` SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK THE :S ` L/� L FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24 O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (*`) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED j 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 ESF01 STRUCTURAL SOFFITSCALE: 3/4 = 1 O ( ) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF ?k TRUSS AS SHOWN FOR O.H. UP TO 2'-6" O�F/�j/q * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + �FNGry (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS 'RUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP . . EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL I , IjJ1L�' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON SET EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 311f - I -u CFI= CWPPT n) AMr) z O U_ O w a U Cn FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5-0" NISH • ', a ►;. ' : #5 BAR p : .• CENTERED W/ g ..' +�► IN TOP 4 • •' a KNOCKOUT / ZN ' CHAIR BLOCK MONO FOOTING - ' SIZE AND REINF. PER PLAN e. AND SECTION DETAILS CLEAN FILL DIRT Z e. ' STANDARD 9 i 90' HOOK tv #5 BAR IN FILLED CELL �— �s— STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT 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 12") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. d N cV N = dW 91 no E! _= o c.i c.amM Ct •y � N r N 4 Q .d..Y a. ¢' � c � eta ,° CL) o a A N o d J ..1,I, 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 Billion. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. p N V C., N O di aj LL _j LL LL DW_ I^ �C u. zgrn ° IL 04 N Z Q N OU 00 Z W ❑ ❑ CD V 0 � Z N z C z F CD v) U o Cn <U �O L w Ul) c ' W = a U c Q Y N � w z ch 4 � E oo aR Q E E <0 w0 Z of $� a m= 00 - C g� <U o Z W �W NJ T O > CO cr_ Lf0 L10 rn ` '^ Fes- i.. j C) CM O Y m m LLO r »I»�+ N Qi �� � N N O 00 LO CM QLO r E t\ o z z E r �; a U Q p JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. SS La ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO It I} F 2x8 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL —2x6 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" 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 B-� 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ x 1 1/2" NAILS) / Al SECTION VIEW "A" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ,� 1 SYP FULL CONTACT WITH LANDING (t-li-I•�-I•t-I•t-Itt��ltttt�. --- ar•r_ aaaaaaat•aaaaaaaar•rr■r•t�t�r•�r�r_�■ ■ .:. 10000000 NEI � ��II ::. . - - • - III = - .�i1 L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR FLAT STRAP NAILED TO RISER AND LSC EACH THEN WRAPPED AROUND STUD - STRINGER PLAN VIEW 2x4 CUT ON BEVEL DOES NOT BEAR IN SCALE: " = 1'-0" WALL E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6'4 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD 4 GLUED AND NAILED --\ i 2x4 PT NOTCHED INTO STRINGER AND TAPCO2X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING SECTION VIEW /1 t7SCALE: f•, o 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �9 ��111 Win,, — ZX4 JTI' tiLUUKINU FOR STRAP / 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS \ SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'4' PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL r-2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1.4. 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lix/GLUED AND NAILED TO STRINGER J� FOR DRYWALL SPACING /'� SE SECTION VIEW "E" CTION VIEW SCALE: i" = 1'4" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK `2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C---1 NOTE: 2x8 DRYWALL STOP NOT SHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ('SIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER --2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C' ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 J" TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J' X \ NAILED TO STRINGER 2 }" TAPCONS @ MAX. 32" O.C. / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP S G.1 --- SECTION VIEW \ SCALE: 1" = 1'-0" TOP OF STRINGER --2x4 BLOCKING FOR 2x12 SIMPSON A35 4- 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 BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" / SECTION VIEW t7 PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST L POST LET INTO 'LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR y( BLOC NG 3 RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" N N � D W ci per,. c ea w C14 - -cs x N l0 m - •y d c7 % Q !V Y a� g c o� w - a 3 cc To a o� w3 c o �a � E � o p• w .......Psi .' • � E C1Ai Q , Q � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N d d) $ 00 n�21 (Yi (� n0 `�1 M ~ N a = LL u; LL J LL a LU 0 0Z a C, Z5 0 W N fD o 0) ILW T m Z o c� z d Z N OU U W ❑❑ C z z� z a � zC1 NLU � N •U W V) c m Ln LIJ U � 0 o i� M 0 EoLL O ao u Q�J w� U Z E ra G10 *o U Z N ru aZ �& Z ro N J $Yj N j IZ � 3wo ✓�i 02 U L sF <Id o 3 0 2CD >(0 '^ L + LO tm m Q M CL co Y T CV m in Lid -W c,4 O) �I -0 N O L0 M Q L r = o Z Z N E T av _j a o j JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. ST CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH :2 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT V-0" MAX 2X4 CONT. AT T & B CHORD 111UNI&I SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1 /4"x2 1 /4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL SCALE:NTS SIMPSON HUC410 w/ (14 ) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PAN FOR MORE INFO SEE FLOOR PAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN jl� INDICATED ON BM. SCHEDULE/PAN 7/16" OSB FLITCH PATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDULE/P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENTrA SEE ROOF PAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL N ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w! (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS -� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS VARIES ,-, , ,1�- 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER --�- ADDITIONAL NAILS AT BASE & SIMPSON NAILING SCHEDULE N OUTLOOKER VALLEY TRUSS 8d NAILS AT SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING y 4" O.C. INFO. @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS '�- TO TRUSS W/ (2) 12d TOENAILS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE - EACH END ( BETWEEN TRUSSES PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR ATTACHED PER NAILING BOTTOM CHORD GABL SHEATHING ATTACHED STUD) NAILS TO EACH VERTICAL SCHEDULE PLATE MORE INFO. TRUSS LOW ROOFNVALL ASE VARIES SEE PLAN " PER NAILING SCHEDULE NAIBLS @ PLATE ALONG W/ VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W! SIMPSON LSTA30 w/ 1/2 PLYWOOD � ( ) ROOF SLOPE SIMPSON MTS12 w/ 14 10d x (22) 10d NAILS OR (2) 16d NAILS TO s 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON rs BELOW @ 16" O.C. WOOD WALL TRUSS/ FRAMING r- 14 10d x 1 1/2" NAILS @ ( ) TYP TOP &BOTTOM j ? SEE PLAN 16d COMMONS TO FLOOR GIRDER OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. r" r STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO -� HETA16 w/ 9) 10d x 1 1/2" NAILS @ PLYWOOD °' ( FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW - - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW. SIMPSON HTS20 w/ SEE TRUSS PLAN 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS LOW ROOF TRUSS W/ /// 2 2x6 BLOCKING UNDER FLOOR G.T. C'� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR () SEE PLAN MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ PLAN FOR MORE e 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL � SECTION ENTRYr8'�CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS N N N N N � , o �t p W m r- o mr- cPave�.r ...�myc w C u" t1 m o ... N d 1 dew � C, a It: 3 '- a� d M N a' c E ro 0 0- J `,�,.�•���ovv/v - U - +,P ,V� -V z 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. y N d8 9 �0 - 4 18 N '10M 4. 0 Q M LL a 9LLU_ '� a Z a x EY C c O W m w W Z N 22 ; 0 M Z J ZCL z z � z ti Q Q J — l/1 Z a 0 U fC3 w .0 o yzul c ruN Q Y �� t o w E a i Q E OO ? 40 Q o a E &o 0 zo N ~ (� C W S Q. Z. Uj Q J mM OLL NO z J Q� �$ r� a ¢� g az W �W CrI� p w N. v ilk 3 .0OLO > CD � LO a� La ^ CID MO M Cr O Y m al 04 LO N fV O O T L0 CM Q M U) r ui E z c E r v y n. U 0 Q p -d JOB NO: 22-06470 SCALE: AS NOTED SHEET NO. D1 a (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. EXT. SHEATHING BELOW AND ALT. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASONRY & 8d BLOCKING INFO UA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE QA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. A SIMPSON LS30 wJ (6) 10d 1 Od 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. END MIN (3) 2x #2 SPF STUDS @ END OF ••° ••• — CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO SIMPSON MSTAM36 STRAPS 10d 1/2" GYP. BOARD OR 11BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ 10d (2) w/ (7) EXTERIOR STRUCTURAL 1-1/8 RIM BOARD END OF OPENING (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • e �•° ON FLOOR SYSTEM TO MASONRY WALL �° SHEATHING (MIN. 7/16") VERIFY W/ PLAN 8d NAILS @ 3 O.C. ! /. % - = JOIST SEE PLAN .; (2) SIMPSON MSTAM36 w/ FLOOR TRUSS/ I -JOIST SEE PLAN NAILED TO STUD PACK w/1Od NAILS TO STUDS ABOVE PLATE FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING ' " (2) 12d TOE NAILS TOP " TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d , (7) 10d NAILS & (4) 1/4 x2 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. SEE SS FOR RETROFIT GABLE END RIM JOIST : END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 1 Od NAILS SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 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 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP C— BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN . OF CRIPPLES IF LONGER THAN 8" T-YP.j,: 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 1 Od 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) 10 { 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 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 1Od NAILS O 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 f.e� OE 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE 0/(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. O STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR j.J, AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ PLATE SEE PLAN 12d NAILS AAB MORE INFORMATION (6) FLOOR SYSTEM OR BASE PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T SIMPSON SP6 w/ (6) 10d x C B B C PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2WALL) H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. @ 24" O.C. 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 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET / �E I ,(BLOCK A SIMPSON LS30 10d 1 1 2 S SOLID)(2) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OPENING NAILED TO STUD PACK W/ 10d NAILS 8 O.C, w/ (6) x I TA TO BE NS LLED AT EACH END. SEE PLAN FOR I COL. SIZE 2 x CONT. T g { 2 x 4 #2 SPF STUDS G INTERIOR HEADER O 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. 16d NAILS & 5/8" BOX HEADER E F TYP FSEE PLAN F EXTERIOR HEADERS (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) 1Od NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN I TIE BEAM V. ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT r—u°i• PROVIDE BLOCKING a.:o 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. BELOW JAMBS • . ��-TOP AND SIMPSON SP1 w NAILS AT BASE "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 HEADER CONN. �a 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK i STUDS BELOW SITUATION. / (2 SIMPSON TS200w/ STUDS wO „ (24) 10d x 1 1/2 NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. a@ GIRDER I (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. i,A .'3 ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 1 Od NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 1 Od x 1 j *FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1Od 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 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3„ N �TF 2x CRIPPLES @ 16" O.C. (2) 12d O2x� 2x STUDS @ 16" O.C. W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMBES (1) 2x SILL PLATE W/ (2) TOENAILS. TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x (2) 10d TOENAILS AT EACH E EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING S. 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2 EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON OPENING NAILED TO STUD • . 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1Od 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 DN 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) 1Od x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22)10d NAILS SIMPSON (2) MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 2x4 BEYOND 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 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 9i co N C'44 C/i a �o u a W ram, C fO V N V i N s l s as el.... a ilk is d m a �•d �a ' � o o. u 0��\l\11N1I111!!/// • �;<, N \• C5 Q ' Ca zz-- %., FL©� o F fiS S 1 oN 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 atructurai engineering potions of the drawing pages bearing Engineers signature and seal. w Aff w � o �g (0N d C 0 �� § dJ N N 0 LL di yMo J 9 U. - l i a Y Z W :9z m ZN OU W ❑❑ 0 z Q $ CL N z U � 0 by v� c Ul w � x U a • C4 r- C M o ►L- E pLL ZQ Q E OCL Z g E Z �o -z N as OLL z W�j h �I 1W 0� $ LO (U LO o, .-�LO co j 0 CM Y p' O (n m m LOI �� N N C:) 00 O 71, Ln M Q r- E N z° Z7 c E r d ui c JOB NO: 22-06470 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK- 2 ) SEALANT JOINT 5) SEALANT FROM 5) INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tf WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3, Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING-, DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR, EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 1- SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING MIA EXTERIOR DOOR WITH DECK Sri I Ili DOUBLE j JOIST I j -SINGLE I, I,I'li WOOD BEAM JOIST BELOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING Q SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asoRstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- l'-4" PER PLAN 1'-0" PER PLAN NO E a Ufa C -• �_ �M M rill �_ M SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER /- 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 - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied FLASHING REQUIREMENTS i' horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and RIM JOIST j 7 building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 �1 u R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 2 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. JI M-- SELF -ADHERED FLASHING EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE (SEE DETAILP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, -o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND AMINIMUM 6" POSE RE ADHESIVELEASE PAPER OWN) 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 AAMA 712. Flashing door be installed in more of the 2 shall comply with at exterior window and openings shall accordance with one or 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. 1--SIL SELF -ADHERED FLASHING ' A 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. - Ground,- 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R c c B rl 7.7.At built-in autters. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 i Q Lu W lii II - 14 14 g g _. _.-_. II a o. -tv Cr LU PLASTER STOP _ co rn CONTINUOUS BACKER U ROD & SEALANT = cr N Cr AV Lu �° A U) e FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er es ls an ar er Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -' o--- - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH PLASTER ACCESSORY -- - ---- SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING }. STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB --SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact, Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 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 situ. caulk for all II I Note: The building paper and metal lath must be Cement installed over the top of the weep screed. - - ER STOP A NUOUS BACKER ROD LANT Plaster over block 1 st floor NTITIOUS FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE rN tV 6/ • La 1 CA > o W Li C 10 0 N Q � CC m x LA-a .y o N � w.m sCb 3 1° oy 5 �. m � N C eo ry 0 U N N M an 6 o 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. 8E N C ��IZ32 a m v m _J MLL LL w w0di a ae W Zga� r9 2 0.5 m z IL N ;Zak Z o� 0 N W 0p z zo a c� U Q� 4-1 w LL �U - g 0 W 8 rQ r- cn as U w �- E >I U £ X 51 � 0 a p1p N 0 rl- col M y Z Z a LL E E Az® 'co O V Z O � N ��� �o ry C $$ OYU gLL Z J ab W W S ao N� � S(�y O � 8 al� will 85 85. CO = 12 > CO 1L0 L / 0) m r� a- co :30 r Cr O Y U) N m L i 4-1M N Cy) 04 00 N LO OcoLO E 4 o z z E r N a U -J Q p JOB NO : 22-06470 SCALE : AS NOTED SHEET NO. W P I �)R_�I�' ��� 1151111■l�f�'1 IiTft Mounting Brackets (10 Gaugel 4112e x 4.112" x 2-12" t BKR Ot1SS SU(%tr`^ (May be cut to W) See Anchor Schedule Right Btad(et (16 Gauge) Bolts 1 /2a DI& A325 Gaiv. (Typ•) g 0 do 814 Self -Drilling Screws A/C Unit &mom Edge Hurricane Strap (TypicaF 3 in front) Washers Front Cross Support Self -Lock ing Nuts (may be cut to W) Left Brad(et (16 Gauoe) p14Self-Drilling Screws ThruBrackets & Bask Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) SisruJis atxAlok6m n ialssrwidus arc t1,oeNlad weals rash lawaic4ne Ak Sacs Nailed Sal O Ms eMagetl: rawer YMlllar ( to use Florida Department of Business & Professional Regulation Paa1 at Building Codes and Standards 121101=1 Product Approval Application Detail Bray or W1 am ce P.Mma ail Must y� IMr fin w contra InrrwaA Meese• VMdd d Iva )ham 3E@IDlgsg fAG.ADRMA Approved !Item Aftlnndldl 2020 Smen Vet Prows, Ins. Mon" Owbem Hermes F, Nano P E Locks Ilcrtlm P.E. 12M 611020 i2fl6nM 12=020 Ap -d Category: structural Components (677) 4414388 PE-73770 (3341) 3001600 "Cttegery: Product$ n"odid as Result of InlbmecvriwnLcan Nor Tachnalogy Compiler. MchaL Evaluation R.port Iran 4 flake Registered Archon or a Licensed Florida Praealonr Engneer AAA aimmv AM EI M. Product Descried- S�oM.EulaliDDJilta AoprwMforUse Apwoved 1Wivint p ra the l ki, HVW Mahal a llulad godw Ensalu 7 ananVet Model 41/540.510 Dual Function Roadand Vetla9en Vent 12r372023 Yee Yes NJA 10Mflo0 2 amerivsm Mlodol #1540aI I Dust Function Flood and V rd dm Vent 1201/2023 Yes Yee NIA -100d1D0 3 &M"ord Mode l#1540520 insulated Flood Vast 1201/2023 Yes Yes NA -100F100 4 am rivent lAaal sY540521 Ilsdeted Flood Vent 1201r2023 Yee Y. NM .100M100 5 Smadvent Moal a1540524 1654u0; Gana. Door Flood Vent 12r31f2023 Y. Yes NM N/A 6 6medVecl Model 01540.570 VJeod wall NWleted Flood vent 1201r2023 Yes Yee NA -100F100 7 arm~ Model e1540574 14.5eWtl: Games Door FbOo Vent 12010023 Yes Yee NA WA Flodds Department of Business din Professional Regulation Par t al Building Codes and Standards 1n4rm2.1 Product Approval Application Detail QW LtthLor no ate Qlo,Pendnt late mm viddrooa YapWaduut sago lawomLAUNM xwgoom )f&WdmD a8AT D EWLB LMNK ARMEWD ai" Rawson 2020 Drexel Metals. Inc. Jaord 6 mate Zadtey R. Prer Locke Boarded PE. 08A0/2020 09/0SM20 08410r2020 10113=20 Approved Gregory: Pooling (WZ303•ldll PC-74021 (374)3OD-180o Slbeseegar: Metal Rooeng IshumateQdaxmet.can Compaarze Method Eluraton Report from a Florida Replstared Aeheed ors Lawn Pad pbrla Prdosshnr anannr �! Product DeatdMlon C9laed ipmlrrial eta i0.lRGtli *AM& W42 �aalro 1 DAxe1 Md•I 0Mrg ayrana ONO 10ON6, DMC ISGW, DMC 1758, OMC 2003, 12/31R025 Ton No NIA 10mao DarC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 a4 1125)22 � M IM version rls llsouctufer Sc➢!� Enalma�r A Licenseyalkatod By V 1 subm emu ,,, Approved status Rotation 2020 Trwa ne-Tru Corporation Save Jssperoom Lyndon F. Schmidt P.E. RyanJ King P.E. 041I 2021 17131R020 04122/2021 Odr1202 OB1 Approved 0"cry: oo Exterior Dm (WO) 648-7628 PE-43" (813) 767.66W 6u)Categonr Emaing £donor Dow AssMMies sti-P. eo all-mwtru.00 Compliance M-11 cl: e-luaton Rodgenfom a m F.rlda Registered Architect or a Umme d Florida ProrsscMAl Engeeear e ypil (,ylCt Motlel. Number a Name guagprAssuryQg gap ,gNg AeprowdfarUas AaprolydferUde In HVI12 DutaMe NVHZ a®gact Resistanta, Dasion Pressure 1 Tiramm-Tor Fiber-Clasro and Smooth -fir Nominal 6AM S &quotlnpectAquof Opaque 1213912Qi2 No Yen Yes N/A Composite Edge Fiberglass Single Door (InsWne/Oulewng; X mrMguratlon) 2 b. Tberma-Tru Fiber-Cleoalc and Smbodl-Star Nominal BEAVB 69uminl mcttgtlot Opaque 1201/2022 No Yes Yes N/A Composite Edge Fiberglass Single Dow with Sdrbe(o) OnmlinolOutamng; )QO, OXor OXO oonhguretione) 3 A Therms -Tor Fiber-Clauic and Smooth -SW Nominal8BM3P,8 8quotlmpaotAquot Opaque 121311= No Yee Yes WA Composite Edge Fiberglass Double Door Wth or o trout Sideltee 111113mirwoubwMne; XXa OXXO mnRpureBona) 4 d. Therma-Tru Fiber-Clasra and Smooth -Stu Nomina188d130;0 Bquotlmpsct&quat Opaque 12131r2022 No Yee Yss WA Composite Eta Fiberglass Single Door (Inwrig/outavAlpl X configuration). 5 e. Thetna•Tru Flbar-CNwic and Smoah-Star Nominel ti8M3D,0 MquOtlrrpattAgldOt Opsga 12i'31=22 NO Yee Ya WA Compnrta Edps flbaylass Shgis Door v th % addict(■) frurA lOulwing: OX or OXO con8gursaor s) 6 r: Tharma-Tru Fibw-Ondo and Smoc#* tar Nominal SANWO bquotlrrpscffiquoL Opaque 12M1= No Yee Yee N/A Composite Edge Fiberglass Double Door with or vuMMut Spelltas (IrWMr rOubWng: XX or 0)X0 cwHlgundlone) 7 9, Thorne-Tru Fiber-Cleesic and Smooth -Star Nominal 58rpg;8 6quotlmpweMquOt Glazed 12r3l= No Yen Yes WA Composite Edge Mbergiou Single Door (InaWngrOubwvhg; X configuration) a h. Thama-Tru Fiber -Chadic and Smooth -Stair Nominsl82AW,e 6quotlmpsedquet Glued 12r311= No Yes Yes NIA Composite Edge Fibeiglsss Single Door with Sidelts(s) (InsWrhp/Outawing; XO, OXw OXO configurations) 9 1. Thump-Tru Fiber -Classic and Smooth -Star Nominal 68JRi9;8 Mquotim{wd6quot Glazed 12131/2022 No Vse You WA Composite Edge Rberomis Double Dow Win or vuthout 3i0sifts Pasuing/CuoaWnp; XXa OXXO mnrlgura tail 10 1. Therms-Tru Flber-Clo►so and SmicathStsr Nominal NOW aquotlmpaerAquot Glued 12131r2022 NO Yea Yes WA Composite Edge Fiberglass Single Door (IMWMMO/Oubm"; X M Mguroam) 11 k The ma-Tru Fiber•Gasrc and SmootMSbar Nominal 8&MS0 116clQ41mpaot&quot Glued 12f3lr= NO Yea Yu WA Composite Edge Rloorgless Exists Door with adalia(s) (InownsfOutawirg; XO, OXor OXO configurations) 12 I. Therms-Tlu Fibsr-CtaN. and Smooth -Star Nominal 888391,0 AgUotl mtuwutiquot; Glmd 12/3112022 No Yu Yes N/A Composite Edge Fibaplass Double Door W th or wthod Sideitas OreaNx WOUbPMng XX cr 0X0(0 configuration) 13 m Therma-Tru FBer-Cleaeto and Smooth-Sar Nominal 6eM ,,8 AquctImpocrAquoC Glazed Molded 12131=2 No Yee Yee WA Open Composite Edge RbsrDlw Single Door pruparrgfOutaWnp; Xwnfgunabm) 14 n. Thor a-Thv Plber-Cbsslc antl Smooth -Star Nominal 8&OW.8 Bquottmpac equal; Glazed Molded 12131CM NO Yes Ym WA Open Compete Edge Fiberglass 6MppIs Door YOM Glazed Molded Open Sldelib(s) (I 'IV, XO, OX or OXO ooniigumtom) 15 0, ThemhaTru Fiber-Cbeele and Smooth -Star Nominal B&M;684uot;I paa&quot Glazed Molded 12r3lCM No Yes Yes NIA Open Composite Edge Flbergleas Double Door 00i a without Glazed Molded Open 8idefies pneWre/Oubwig; XXw OXXO configurations) 16 p. Tfi. rTru Fiber -pass a and S-th43tar Nominal 86M3a,8 AquotlmpaatAquot, Opaque 12J3lnM No Yee Yee WA Comports Edge Fbarginx Single Door with Molded Open SpdRs(s) Onswing/OuurwnD. XO. OX or OXO cordigurabonel 17 q. TherrntTru Flber•Cludelc And Smooth -Star Nominal BMM30;8 aquotlmpoctilquat Opaque 12131r2022 No Yee Yee N/A Composite Edge Fibwgls a Double Door win or wMod Oluad Molded Open Sidelites (InswingtOulaWng; XX a OXXO congurotio s) Florida Deparsnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Deall tOr I al IMRo21 son aNtiEGDt an oua.Pmam glut nrA Yerstm mnuk tww Contact aelleaMcsllDmM Vrkred ew Vuuan,< super t Pec AMMA ApDroveQ am Random 2020 POTindurrbe Jena Rosawsl Merr4-gads aCCO•CPR MemFWMaCCO-VAL IIAVA20 IWM=20 11124W20 Approved C.t,UW. E.Wla Donn {941) 4800100 (181)11111-2590 anbCregory: aiding Exterior Door Assemblies IraanM®ppdntlucda.a Galpllre%e Mcleod: CMncedm Mery Or Lwng on Quality Assitaramat Amreved for Use Amrawd for We )0M 22ft aluAproduct boddariam.1 BtMitaflmgala inNVIG glitl(rmmZ R tidal erooduro 9 80D.5670 (Darya Meats Imprd) - --- Vkhyl Siding cod" Door "M02021 Yes Yes v« rW May 27, 2022 PRODUCT APPROVAL SPECIFICATiON SHEET. (2022) As required by Florida Statute 553.842 and Florida Administmtlw Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therma Du Fiber -Classic and Smooth -Star NON4MPACT) FL20461.1 +67.0/-67.0 psf 12131/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.4 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NiA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soft FL16544 R5 +54.2/-54.2 psf 7130/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 PI glass USA, Inc. for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 71LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NiA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NiA 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 Ni 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NiA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NiA 5/2512024 -t I i I The products listed below did not demonstrate product approval at plan review. i understand that at the time of inspection of these products, the following lnfbrmation must be available to the inspector on the jobsite; 1) copy of the product approrei, 2) APPUCANT SIGNATURE Florida Department of Business & Professional Regulation peps 1 of Building Codes and Standards IM022 Product Approval Appllcattion Detail balls iWmrB Jbli 20 CamPendina 12 LM Version Manufacturer i9magt BRpineer A Llemse VA((ggyg•By xww&A Supyitteg FBC Approval Appro1ned alroWa Rwlelon 2020 Therrna-Tru Corporation SLwe Juparson Lyndon F. SchrridL P. E Ryan King P.E. 07r2312020 07lrIZ 0 07/292020 i011372020 Approved Category: Exterior Doors (800) 643.7&M PE-43409 (813) 7674MM SubCategory. Sninging Eabrior Door Aeeambtos gssparsonothametruco Compliance MIM*d! Evaluation Report nom a sin Florida ReglAWW Architect of a Licensed Fiords Prdeaabnal Engineer Oduallty Assurance ARRMUg tsr Use Aga ipt,yg(g g SJe -V Product Model. NumWr or Name Product D@WritMon Conrad E9010Wal Oats In HVHi Outside HYt¢ Resmbm provskuryr 1 a. Tlerma-Tru Fiber -Class. and Smooth -Star Nominal 0&0*,S&ghuotlmmd&quct Opaque 12J3112m Yee Yee Yee WA Compatriot Edge Fiberglaw Single Door pneWng/Oulwing; X coMqure6an) 2 b. Therms-Tru Fiber -Class. and Smooth -Star Nominal 6&M3R8 &quotlmpect&quot Opaque 12M/2022 Yes Yes Yes WA Composite Edge Fibstp(ess Single Door with adelke(s) (Irlswingloutawn➢; XO, OX or OXO oonrigur items) 3 c. Thar a-Tru Fawn -Classic and Smooth -Star Nominal 0&M3QS a lquctlhnpad&quot Opaque 12f3V= Yes Yes Yea WA Composite Edge Fiberglass Double Door with or Without SkrRes (Iruwing/Oatawing; XX or OXXO dOntguretons) 4 d. TNerma•Tru fiber -Class. end Smooth -Star Nominal8&*MO BqucxImpocMqu(A; Opaque 12r31r2022 Yes Yee Yea WA Composite Edge Fiberglass Single Door Oneelingiou isding; X wnfiaurartion) 5 re Therma•Tru Fiber -Chas. and BmcothJ31or Nomueal 8&M3g,0 6quatlmped&quot Opaque 12131R022 Yee. Yee Yee WA Composite Edge Fiberglass Singyh Door vJM SidNts(s) Ortsv4noOutoWng; XO, OX or OXO configurations) 8 r. Thelma-Tru Fiber -Classic and SrroothStar Nominal 11"*08g1Jotlmpsd6quot; Opegtw 1213I= Yee Yee Yee WA Compoalia Edge Fibsglau Doubts Door+nth or wMout 9kdilw (IrwnirglOalpwing: XX or OXXO confgurebons) 7 g. Therms-Tru Ri a-Cbisk and SntoothStar Nominal 6&#W.8 &4LIMImp4d64uot Gla2e0 IV31 r2022 Yes Yes Yea WA Comporta Edge Fiberglass Singer Door (InwAincl 0utsvring; X configuration) 8 h. Therma-Tru Fiber -Clears. end Smooth-Sbr Nominal 6&M3986gIX/klmpaxt8qud;Glazed 12J3h2022 Yee Yes Yes WA Compa)te Edge Fiberglas Bing. Door with Sidelits()(hwwingiOuMMng; X0, OX or OXO confi uraOms) 9 i. Thunw-Tru Fiber -Classic and Smooth -Stu Nomfnu166fKi9.86qud;Impad&quol; Glazed lmlr2022 Yes Yee Yes WA Comparie Edge Fiberglass Doubts Door Wth or vdmout SOWtae (InarWriVOutoWng; XX or OXXO conliguratlons) 10 1. TMmw-Tru Fiber-Clsselc and Smooth -Star Nominal 36013SO SquotlmpaoAquo5 Glued 1 V31r2022 Yoe Yea Yee WA Composite Cogs Fiberglass Single Door (Inrmingfoahwing; X configuration) 11 k Throne-Tru FbwZimld and Srnoote.Star Nominal B&1r9D;0 &quotlmpedMquot Glazed I7J31r2022 Yes Yee Yes WA Composite Edge Flteylass Single Door Y4N sidelb(s) Oawiny0ut"na. X0. OX or OXO W/ifguations) 12 I. ThermrTru Fibo-Clessfc and Smooth -Star Nominal 8rds*,06quatlmpad&quot Glued 12131I= Yes Yes Yes WA CompaeHs Edge Fiberglass Double Door Wth or wfthout Sidrataa QnewlrplOuoswing; XX or configurations) 13 IT. Therms-Tru Flow -Classic and Srrootn-Star Nominal 68109,6 Wi timpadMquot Opaque 12r31r2022 Yea Yes Yee WA Comports Edge Fiberglass Single Door Wm aquotNontlmpacl&qud; Sidellbe(s) (InawrQGur MK; XO, OX or OXO mnfguraecsts) 14 n. Therms.TN Rbw.Cleaa. and Snooth.Star Nominal 611MRs Agta*Imp ld"uat Opaque I Z31/2022 Yee Yea Yee NfA Comports Edge Fiberglass Double Dam wth &quatNonlnpedMquol: Sidelines(InsainglOid-ng; OXXO configuration) 15 o. Thorma-Tru Fiba•Claesic and Smooth -SON Nominal 8B418e,06quadmped6qubc Opaque 12/dl= Yee Yee Yee WA Composite Edge Flbarglass Singia Door Wth agaOt,Nm•impact&qua; SlielRe(s) (InsAingrOutawinp; XO, OX or 0)(O configurations) 16 Fr Thema-Tru Fiber -Classic and Sneoth-Star Nomina18&*Vs Aquatlmpad6quat Opaque 1 v31r2022 Yes Yee Yea WA Composite Edge Fiberglass Double Door van 6quot;Non-b roso Mquot; Sklelau (Inswi glOutoW ng; OXXO mnNguration) 17 q. Thermo-Tru Fiber -Chas. and B-th,81ar Nomina1861K3G18 squat Non-Impsd&quat; Opaque 12/3112022 Yea Yes No WA Composite Edge Fitwrglsse Singes Door OnsWro/Cutomrig; Xconfrguration) 18 r. Therrne-Tor Fiber -Class. and Smooth -Star Nominal 6110*5 BquMNon-Impakt&quot Opaque 12/31 12022 Yn Yes No WA Comporle Edge Fiberglass Striate Door with SdslWV prcvAngrOulaWng; XO. OX a OXO codleurah 10 A Tlwrma•Tru Fber•Clsw. and Smooth -Star Nommal6&M3g;e 8quotNon-Impeot&gOpaque txf; 17/3712072 Yes Yee No WA Compoeta Edgs Klb.rgI. Double Door Wth or Wmout Sk1aItK (IrroAingfOubtwVrg; XX or OXXO Conngwati0e) 20 1, Theme L -Tru Fiber -Classic St and mothStar Nominal 8&M390 6quot:Non4mpsat8glra; Opaque 12131I= Yes Yes No WA Composite Edge Fiberglas Single Door (Inawing/OubMng; X configuration) 21 v Therma-Tru Rbor-Chas. and Smooth•Stu Nomina188e30.0 Aquothlon-Impsd&quot Opaque 12131 r2022 Yes Yee No WA Composi is Edge Fiberglass Single Door edit adolita(s) anow(ngKkilar rip: XO, OX a OXO rormaufationsl 22 v. ThermaJ. Fiber•(Sossic and S-11, Star Nominal B&M3D;0 &q otNcn• In"c1&quot Opaque 12131r= Yes Yee her N/A Composite Edge Fiberglass Double Door W th or without Sidelitac OrwwinD/Outwlina; XXd OXXO con6gurricri 23 w Thence-Tru Fiber -Classic and SrrwothSter Nominal 86alla& 6quotNah-Impad&quot Glued 1213IMM Yes Yes No WA Composite Edge Fibeglas r Single Door O naWng/Oub*ing; X owl guatim) 24 XThemla-Tru Fiber -Chum; and Smooth -Star NomnN88.1G0:88quotNotl.,VW quot Glued 12r3112022 Yes Yee No WA Comports Edge FlEaglass SNIP Door with Slide! it*(*) OnsWngratawlrg; XA, OXa OXO configurations) 25 y. The" -Tru Fiber-CJassie and Smoolh-atar Nominal 8&M S MquotrNom Impad8quah Gazed 1221/2022 Yes Yes No WA Composite Edge Fita rgleu Double Door Wan or w"out Sideltee (IrmWng/Outae4ng; XX a OXXO confguratons) 26 a. Themto-Ton Flber.Gosslc and Smooth -Star Nominal 8M039;0 MquoYNon•Impad6quot Glued 12r3l/= Yes Yes No NIA Composite Edge Flbaglau Sngla Door OnsWhgloutawig; X ow iguatim) 27 zo. Therma-Tru Fiber -Clam. and Smooth -Star Nominal 8&M3D:06quatNan Imp oodcluot Glazed IM11= Yes Yes No N/A Composite Edge Rberglass Bogle Door with Sidelee(e) (Inw4rog Paswing; XO, OX a OXO configurations) 28 zb. Tterme-Tor Fiber -Class. and Smooth-S1ar Nominal 6&III l5quothor, Impad6quot Glued 12131r2022 Yea Yes No WA Composite Edge ReerglaM Double Door W m or WMout SideMse OreaAWOutewing; XXor OXXO configurations) a2di 1Da )rawm Manufacturer Reahlon 2020 MI Wnd ont and Doors Colo gibay: Exterior Doors "Cr4goM aldnp Exterior Dow ASSOY"n CamplMco MedoM Evoluaam Repass tom a FlakaR "red Architect Or e Uo madd Flora Futgualiviftsillift Professions ft mar & abt =UNML 1 SERIES INUM tXm 2 86PIGS 420ALUMINUMSGO 3 SeR1ES 420 ALUMINUM SW REINFORCED 4 SERIES 420 ALUMINUM Soo REINFORCED 5 aertim 420 ALUMINUM SOO REINFORCED GM Min Version RmLd 1 w Rawalon 2020 Wayne-Oiaton. a dNnal of Ovemsad Door Corporation (.napers, mudrla oW; su ccopmr. 8ddlmal r tan& now madmen" Campllanaa Mchoe: rrcartm Report Bern a Flmdo ReglstBMdArchnoot a a Licensed Florida Praessbnal Enema aMA 3 60M0/6100m200 e1105 10 6000A1100e200 e112; 11 8000/6100M2DOW 124 Florida Dopertment of Business A professional Regulation Building Codas and Standards Product Approval Application Detail sugar QELA LwtquLA IRWU Brand alnrper Luis Roberto Lang 1717001-3dod PE62514 bcbhpr®rnMd.00m Project Description SERIE8 420 ALUMINUM SOD OXO 145-3/44qua7wOMqud; NON -REINFORCED SERIES 420 ALUMINUM $Go OX XO, XX 98Arpd7e8dMWd "ON-RaINFORCEO SERIES 42C ALUMINUM S.GO REINFORCED OXO 14&39kud.,d"qua: SERIES 420 ALUMINUM OCID REINFORCED OX XO.XX98egootx Mquot: SERIES 420 ALUMINUM GOD REINFORCED XXX 143&add;x9uqud'. XtaDski'll" Steven M Urich, PE (117) 31 rd454 Mal a2 I&= a& ]big a site )Dadtaffi "No Fac Adamxc AaDGUW Sam ImarAm 1000W020 10M9/2020 12M5r1020 Appinumd Quallty Assireaut 20 12rMR024 AMrohledlerllar rim No Ammod ra Use outside.WAU Yee impact datatut No timson PNOUM WA 1201R024 No Yn No NIA 12J=024 No Yes No WA 1213112924 No Yee No WA lZ01now No Yes No. WA Florida Department of Business & Professional Regulation Building Codes and Standards Product approval Appllcadort Detail Pagan all Is=I i Ands arse tin" PimMge no SddiOC vaimom yag(ygg SOroEm4 PSCAmMiA AaDroml JEmm Orryne Kwnnh Jahn I. 9catas Jemmy P. Amxlem, P.E. 101'12020 11194=20 IOCM020 12AWM20 Approved (33D)703-0121 PE51737 (904)521-5200 dko.hudwayne-daton.c om 2WOLAMUMN Eo= Dosstlmon C2ME .ttmlratltsD01 96839: Mess wiM.146e30; Max heat. tl.dnv 12l31/2021 AgaallatLSLUK Awrmadfor the %Dam Deism YLMVMZ O"tb.11lAai R#dKo t Pressure No Yes ter-31.00F75.OD avai4as in tap a Mb1MNMlr. action. 16840a Ma Wah, 14$M, Mu height. Deane IZMIR= Nc Yes Yes-30.00/J3.60 available In tap a inlennerdo sed.n. lg6A19; Max Wdth. 146e3e Miss helght. Gazing 12MInD23 No VW Yes -34.40r-36.30 aaiw4-In top or ntwmedletr seem. Florida Department of Business & Profesolonel Regulation rage I of I Busting Codes and Standard 1e1ZDJ1 Product Approval Application Detail fag! Entity all! Dal IN* lastoging A" lYDI Y = alb fieotali Lgdou[AMOM )Ma11WaJat YaYDMbn aaominm Fac Ambrose ADDmm ama Reason 2020 Carrie Dvleon of AADG. I%. Tom ROW UL LLC Troy Bishop, P.E. 12,10/202e Iminom 12121/2020 Arvaad CrOtani Exterior Doi :641, 494-2613 (954) 947-0680 subcat4eer1: Enonor Door Cgmpmems an.rWeag.aesaelay.co Compliance Wall Cembettm Maw a Lirpeg m orally Aaauratce Awltewdra Usa AJeaovd tar Liss knw& Doom 9UaA P.rDast.0,,rkOn contract E,*%U-D , le.lflfMZ aaltria.mfJ>i RtWstand lare-nd 1 e07, 707, 72?, 747, ?57. 777 and 64r Show Pro Pan a Flush. Weed and L-andd angle and print or 12131/2025 Y. Yee Yes WA Doors hollow moral doara Florida Department of Business & Professional Regulation Fop I a2 Building Cores and Standards a 207+ Product Approval Application Detail SAM grnv a ors re Ora Fa,drtn Ded. bA ""Van miagagua >iataa¢airaoss Vrmrad err ydap StAIM FBC Amreeel BUKU t swum Reusiot 2D20 MI Wildoind and Doers Brent e4nnga Arnonssn Architectural Stow M. Urlon. PE 1110020 111171202a 1112712020 Approed Gregory: "Mck" "I t3a5-33D0 Menuhctuen Association 1711) 317-8434 814eCrtgarr Single Hung bsnnpa®mlud.oan Cw*i] nee Mchod: Cordoned Muw or using Amrever rest Use SIMELASL� AmolatIQllm Iroeafd RIM ilas! Qss� @lRdatlm Contract awra iah be& to Hya $dtl11f1imL RtlaiM Eroadurde 2 165 SH 52x72 FMIFlange R►m• 1G18G Single Hung I010BR023 No Yes No -6N-00 Laminated Glass N N W QCL L Q� Q o 0 CU O 0 O CM O 0 a) O LL O .� "0 Cn o O � 110- .� W Q Q Q Z Z W J 04 N > W o r o ar o 6; CV � L L I. C a so O ti N 4� N � W O/ a = E-' C, cJ .- 3 ; ee e/ N J2 u as or C C •_Ccca, c E ro o a a w U) CD E W Z co Clio \V O > CL CL O U 2 Lr. W U cV m H o CL- w a z J z a J a SHEET NO. PA 1,0 N Cn U O O Simpson Strong -Tie 2020 FBC Approved Products Fa dACCt Arks to WAIST approvals gsle0 DeIOW, CLICK HERE up�ed,zn(trza2o Simpson Strong -Tie 2420 FBC Approved Products For direct links to oil 68T approvals Acted below, CLICK HERE updatan,213av2ota Simpson Strong -Tie 2020 FBC Approved Products For rarest Araks to all BST approvals Rated baton, CLICK HERE upwted,213waozo Simpson Strong -Tie 2020 FBC Approval Products For great AMts to all 887 approvals Anted DHOW, CLICK HER upwl>d,z/aolmzo d C "a c � Ca co O 0 OQ O . 0 L O Q L�+- d `` .0 .� vJ Q N N c 'Q m o w CM C ell 4-4w cc 304 c u. 0. W .W N ..di ..r ca or CIA �. eo a" C C CL 0 v L ♦� W Z �^ _ L L V, U L_ O W Q W J z Q J SHEET NO. 2 MW mm B. em For additionalIMarnetlan regarding Florida's etatewlde Product Approval System and Malri-0atla County Nature a Aacaptanca (NOA). ,ram„' j,CK Ht:RP, +d Maade County For additional Information regarding Flarda'S 8tatewltle Product Approval System land Nature PcaMCA). OPJ. CLICK HeR E. a For additional Information ro matlpardhp Florida's Statewide Product Approval System and MaM-0ade County a Acceptance MCA), CLICK H[RE. Nelbof Fat atldtkxtat information regarding Flalda's 8takrNtla Product Approval Bystam and MarM•Datle County Notice a Acceptance (NOA), CLICK 11 ERE. N N L —CuNU O� a� Q � 2 a� C t6 .� U cU cu O N O 0 3 O LL C _ _ CU .� -� o O L ;� cn 42 N No W .'' C! c e� o m x N !O O r. (n Q 0, CO M N � C c4trr4 4 � C Q g^ 7CC•� E � o a. u 0 L■ Cv (D Z �_ �� C6 O L O Q Lem U O L m F-- O L..� w C 2 C z J _j Z Q a SHEET NO. PA 1.3 MIAMk �,�n�,�. #� ps�vrc�•caa'r. suet: arrox PGT ztl���, tt,�. PGT Industries. Inc. PGT Intrfes,l<ns, i tsar sw z��str� >aa�� NOTICE OF ACCEPTANCE: Eti'IDENCE SC?Bi�QTTED NOTICE C1F ACCEPTANCE: Elw'II?ENCE 5L;BM[TTi.D ns:rxstr�rtrof s€ata�.sroatraam$ctsara��c n>rsovt�aes � ��, r� �s's-:��a �aa+Rn ��rm ccao>= wa��taaat"r nzvTs�r T �t�� NOTICE OF ACCEPTANCE: E1�'IDENCE St7B3f1TTED NOTICE OF ACCEPTA��iCE {1TQA} �� �f«�a.T 1. Evidence, saltmltted Ender grec•lues 3YOA D. QL�ALIT�' ASSURANCE A. DRAWINGS B. TESTS(cantfnned) 1_ Miami DadeDepartinent afRegnlatory and E Re>aan�es (RER)_ PGTIathestries,Lnr. l07o Tech �°� 1 _ Marwfactrtres'slie drawings and sections. s. Test rq�aat eat 1) Air v�'Pest, Per FBC, TAS 242-94 North �'eaire, FI.3d2�5 (Sr*�miNttf uadcr?t�Qf#?�ra 11-d1d7. �} 2) Uniform. Static Ayr Pressure Test, per FBC, TAS 202�# E. MATERIAL CERTIFICATIONS S cv�: 2_ Dr�viag No. b��ID-5570.9, titled "Vinyl Sliding Glass Door NQA (L1�1),,, sbee#s 1 3) Water R Tied, per FBC, TAS 202�4. i . Notice of At�:toe No. l�-4SZ$.14 issued toVision F..�t€asicxi Limited for their 'IhisNiyA is.baing issued tmdec �e applicable etas and regulations ,gavaniag me use of �aoamaarala_'ILr tl3raugb 21 of 21, Prepazod by nrauufachnrr, dated i�s�# 5, with revision A dated 4} Lat$e Missile Impact Test per FBC, TAS 201 �4 "`4'hite Rind PVC E=trrlor Extrusions for R�inda�s and Doors", dated 48i13!15, dacumientatioua stsbmitled has been nr�earreti and accepted b�rluti�s-Dew County REff-PrcBttct Conand Sextioatn 04145/ 17, signed atul wed by A_ Loa Mom', P.E. �) Cyclic Wind P Loa�degper FBC, TAS 2i?3-�4 ea�itiog on ��30119. be i in 1Dade County astd ot3terateaswher� alloua�edbythe AumhoFitp�Haviag JuYisi�aa {AF17i- � Foxed Efltiy TiPSt, per FBC, TAS ZQ,2-94 2. Notice of Acceptance No. I6-09Z0.0$ s to Vision Extr�n Limited for their "�'E This NOA shall notbe �-aiid at�aer tlua expi�ati�m daloc stated belo,�r_3'h� I�lieCo�ty P�dact Canmrol �ec�ou B. TEST'S along witltmar�aed-gip drawings and installation diagram of v�ayl s3�dimyg g]�S da�ar": P�Pa�red 1t ?gym 242 and meter Shades ¢!Tea-�4Vlrirae) Rigid PVC Exterior Ern�sions for (Iu hlt>sni Dade County) t�''orthe AM (ia at+eas olbas' than Miami Dade County) reserve the right m have this 1. Test report art 1) Urrifomu Static Air Pressure Tt's#, per FBC, TAS 2Q2-94 by Fdnestratia�n Testing Lab, Inc:, Test 'Rtpatt I►►a FTL 854F, dated 1 Lb6a!Is, signed crud �teiows and Doors" , dated 12108116, expiring on. l2fZt3/21_ prodvet ar tdfor Y spagt�nses_ if9hia product or ttxamaiadfailm m pesfoffiin the accepted 2) barge Missile- Impact Test per FBG= TAS 201-5�4 seared by Idalmys Ortega, P. E. (Test t revised on 12r'�tI s and 02�11I16) 3_ Notice of Acceptance Nv. I:�-OS2$.15 issued toVision Exi Limited fans their m�mtter; themaatafatlara � ittrutth�e eapanae of such mestiag aadthe AH7mayiasmoerliaeelynevolCe, modify, or 3) Cyclic Wind Pressnte Loadingper FBC, TAS 203A4 6. Test report as 1) Air Iomt Test', per FBC, TAS 2b2-9�4 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Stt3pCLLd the . ti8e Of sltlCh product Or materal within tht:tr jU[LS REIz sesetres the �t to seuaiCe eta accegtauca, if it is dctezm�ed byMia�de Coamty Product Gootrtsroi Sectiot;< Wet $its paodnct or mtrterial fails to along with -W and itzstal�tion diagrams of virryl sliding glass door, prepared 2} Unifomn Static. Air Pressure Test, per FBC, TAS 202-94 IVittda�vs and Doors". dated 08113n5.:expamtg on f19/30/19. meet the requitrmmta of the applicabAe.btx�d3mg co de,: by Fer>esuatiaa Testiztg Lott, Inc, Tess Reps I'�o_ FTL $717, dated 12r'f;7!I S> signs and 3) Waterr Reds#�uce Test, per FBC.'. TAS 202-�9�4_ 4_ Notice ofAcceptance No. 164712.02 issued. to Ei�]F�+GI Fau�tyKm Soles USA, 'This product is apprdvedas dearrx'6rd h�:°a ea�ilha� been designed to caciaply wide �e Fl�cia Bu�7dirogCade, 6) sealed by Ida}ttris Ortega, P_ E. (Test z+�# retrise8 on fl2115fI+6 and 0224�'1including 4) Large Missile inert Test per FBC, TAS 201-9�4 Inc. four their "T�13rT3#�i4 and L�luter Shades (i1Ton-R'liitc) Rigid PVC Ez�riar � Vriocity Fintricane Zone. Hippi 2, Test regart oar 1) Air Iafif#tation Test, per FBC, TAS 2b2-+g4 � Cyclic Wind � Loadingpes FBC, TAS 203-�94 Extrusions for fi'�mdaws and Doors" dated fl9,'15T16; �mmg on UZ'04121. DESCRiPTIUN: Series �`�7t1U2'i70i" Vinyl Siimeg Glass liobr (Reiefarcrd),cf�ro 90e & I3.�° ra-aers-L.3[ I. 23 Uniform Static Air Per Tt.st, per FBC, TAS 242-44 Along witlu �foed-np drawings and installation diagzam of vmyi sliding glass; door, prepaid 5. Notice a�'Accegtamoe No_ 14-0712.0i issued to ENE1tGI FenestrationSolutions USA, AFp"RU'4 AL D4CUbg:4T: DrawingNo. �-5578.0 R;evB, tided"Vinyl Sig Glass NOA(LI►�", srixea 3) W�'� � Test, per FBC, TAS 202-44. b}� Fenestration Testing Lab, Inc.. Test report 1'rly: FTL 8552, dated IZ!0415> sated and Inc. for fir `�rotere and Lig6ter Shades a#' Cap Coated Rigid P�i�'C Exterior 1 � 21 of21, prep�redbyrmirr, lamed 18ADSJl 5 and last revised on 02101!21, signed and styled by Impact '1.� Large Missile Test per FBC. TAS 24I-94 sealed by Idalaris Ortega, P. E_ (Test report revised on 0211 s/i01f) Extrusions for Windows and Doors" dated 091I5116. expiring on i7411bJ24. A. Lys► Miner, P.E., hearing �e Miami -Dade Coffitg Control Reraauatnp vvitta►the Notice of S) Cyclic Wind Pitt Loa�gger FBC, TAS �3-p4 7. Test report on 1} Uniform, Static Air- Pressure Test,. per FBC, TAS 242.9�1 G, Notice ofAcceptasm No_ lb-0'71Z.43 issued to EAIERGI Peaestra#irm Solutions USA, Acceptance nut�a and expiration date by �e i�i-Dade County i'todtut Control Stclsaa d} Fatted Entity Test, per FBA, TAS 202-{94 2) Large Miss�e Impact Test per FBC, TAS 201-9�4 Inc. fete their �'bit+t Rigid PVC Ertaariar Etnvsoas for lJViodow•s and Doors dated Impact 11'Ii'5SII.E IMPACT RATING: Large and Small 3lksOc llea�at along wilh�p drawings and installation diaStani of viayi sliding g>xss loon•, pal 3) Cyclic VPmd Pry Loadingptr FBC, TAS 243-�94 08�101I7, expiring opt fl2ll�!8J28. byFeneshation Testing Lab, Inc:, Test Report No. FTL 8$d5, dared i l!ObJls, signed and along with martced,np drawings and ynstaliatioa diagram of vinpl sliding glass door, 7. Test reports. No(s). i 4-002-792(r'i), 10-(Kt,M4527, 535753�-@9, per A►STME-B4, Liuu�tatiomt: l . See table 1(st:eet 7) and table 2 (sheet Sj 3'or ap�icablcSC3D warm si�za�, dear prtasm�;s, rt�`orceaua��,�ea, scaled by Idahzus Ortega, P_ E_ (lest report iarvised on 011041I6 and 02i11fZ016) by Fenestration Testing Lab, Inc., Test Report No. FTL 5638 (samples A-1 thzu A-2� AS'IhID1929 and AS'I11D-635, issued by IIfOVA� toVision Extrusion for cellulosic glass types, sill riser (see table$ B-1 do B-2, sheets 7-$} atW.attcltor layoat sa+eets tequet+eepRmts iu 11 tYau 16_ 3,. Test oa 1 Ai1Clt�ittr�t0n. Test,.per F$+C TAS 2112�94 t ) 11,�''� 41'14, . signed and seated by Jorge A. Catsso, F. E,. (Sub>rttlSddd under tVO.�f 1'Va 11- composite trtaterial. 2. Rigid Whyte PVC, Tan (I�%�n-white) R,igbd PVC andBrovron coated {Pitittted car latninptm�ad) white Rigid PVC to be 2) Linaform Static Air Pressure Teak, per FBC, TAS 2(12-Si4 di�►7.U�dj (�'rrL�rtld°rd under Ni�� ATo. ll-d'I A7. �') k#xkd per refdreuoed NOA's argnisemetjis. 3) Water Rem Test, per FBC, TAS 202-94 8 Test report art 1) Air Infiltration Test, per FBC, TAS Z�-+94 8_ Notice of Acceptance Ho_ 14-tN9If.]ll issued to IGutaray America., Inc. for their 3. Egress operable does ttt�t raim�pty with ruin clear widkh or ht'igltt per FBC rergt:aemat#, as appincabk. 4) Large Hittite .It�act Test per FBC, TAS ?0194 2) Uniform Static Au' Pressure Test, per FBC, TAS 202-44 "SentrJ-Gtas9 (Clear and Muiae) Iutcrlaver".> eaPiti� on 47/II4!18. 4. Pocket walls under se}uerate approval, to be revi�tedby Bmildittg official 5) Cyclic mind Pressure Landing per FSC. TAS 203 9�4 3) Water Resistance Test, per FBC, TAS 202-94 9. Notice of A eceptamce No_ lb-1i17.81 issued io Ku�ray America, Inc- for tltear L �Gs �h unit shall bear: pctmam�ent label with the masmiacxttter'saiarne or lam, city, stave. sad seriesaad 6} Farrel Entry Test.., per FBC, TAS 2Q2-9�1 4) Large Nbsst� Ialpact Test perl"BC, TAS 201-94 "Trossfat�• Uldn�r, Clear and Cabs• �'B Iat�", � -ors 0?1(1$fi9, following statiuneat. "Mism%Dade Ca�u�cyPlrndnct CApproveti",nvtt+d heoria.along with mas�kcd-up dtaVr and � � ofvmyl sY�ding glass doodr,prepat�ed 5) C�►ciic Wind � Ljoadingpeg FBC, TAS 243-9�# R�MWAL of thisNOA:atwlt be c+onsidaed aver a =ell app6catiati has hem filed;�acit6+�e has bees ao by Testing Lab, Inc., Test Report No_ FTL ��t7, dated i 2�'0411 s, sighed alai dj Forced Entry Test, per FBC, TAS 201-94 F. Si'ATE11dEN�`S change is dxe apglicablebus�"ag code:segatirneiy affectigg the �e ofthis product. seated by Ldaknis Ortega, P_ E. Crest report �,ysed on D's..�15tIb) along withered -up drawings and tio�. diaagcam of vinyl sliding grass doer, prepared 1. Statement letter ofconformance with FBC-56 Edison (2014) stud FBC-6�Editlan TERDSL�ATIO'�1 ofthis NClAwill occur other the expiratsc�a date or if i>ieie hasbesn a revisim or change in the 4. Teti t cm 1) AyrInal Test, per FBC, TAS .�-94 by Fet�tratiaa Testing Lab, Inc., Test .Report No_ FTL 6337 (samples A-1 tluu A-S), dated (ZOl'l}, issued by maatlf dated 0611+1117, signed � sealed by Lynn Milicr, P.E` materials, use, andfor uctiue ofthe ptaebuct` or prgoess. Iuhwse of this N()A as an eudot «f�` proauet, 2) Uniform Static Ate Pressure Test: per FBC. TAS ?A2-�?4 12!06!10, signed and sealed by Jorge A_ Canso. P. E. �S'ubar�ni ttsdar NO �! No. ll_ 2_ Statement letter ofno final interest; dated (?4,11&'17, issue:! by smatatfactutzs, signed 2 MM I® MUM- DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 ShvM Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamIdadta&yl- eonomv Cast -Crete USA. LLC OTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Sefilter, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled P. E. dated March 24, 2003 and Drawing No. 1, prepared by Craig Parrino, g " " 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 , 6 & 12 SCOPE: "Cast -Crete 4'; 6" & !2"Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12"Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06/12/14, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated Apri128, 2003 both through 3 prepared by Craig Parrino, P.E., dated March 24, last 3,ed prepared signed and sealed by Craig Parrino, P.E., on 08/I A/14. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. Parrino, revision dated March 11, 200$, all signed and sealed by Craig Parrino, P.E., on datf Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (A�. 1. Test report onflexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of {13) concrete lintel specimens, per ASTML� 529-94, prepared etReport l s ecimen 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 ty) b Applied Research Laboratories, , dated 04/10/03, signed and y pp 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, sealed by Christopher A. Ramon, P.E. 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 far Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. D QUALITY ASSURANCE 1. By l�arni-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. 1. 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 1. Calculations or Cast -Crete Lintels, dated 05129103, 140 es, prepared b Craig i peg p par y g Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT461 Z titled 1. None. B. TESTS County logo. , e Load Tables". sheets I through 3 o prepared b "Cast -Crete 4"6" & 12" Lintel Safe f f 3, Par y g p 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, 2008. B. TESTS1 C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS None . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded the words Miami -Dade County, Florid and followed b P by tY. � y D. QUALITY ASSURANCE 1. By �ami-Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and 1 J,�1� 9 � E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. elmy A. Ma r, P.E., M.S. elmy A. Maker, P.E., M S. l� Celmy A. Maker, P.E., M.S. Pr uct Control Section Supervisor Pr -'Control Section Supervisor Product Control Section Supervisor NOA No. 2041630.15 NOA No. 20-0630.15 NOA No. 2040630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 °g/ 20l 20 Za Approval Date: 08/20/2020 Approval Date: 09/20/2020 Approval Date: 0&20/2.020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 -r.-0 CD N S Cn N 0 � U CU � O CU C tZ tD O -0 (]- .CD U CU CU 'a O U O -0-0 .L O C = O E 1.1_ O -Ln -0 � '� O Q CU F— -0 = C/) aC N -b > W O _ O C"! 'o C .i n, m -c x W a a cc o CV A � O av Y � cy as d c � a u •- 3 ``u n y tj ca w •� c o to O.'O C E � O O 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. L 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 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 U Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C� 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Cade, 2020 Edition, issued by Cast- 0 A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of > L Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q" LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I C) Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �� ,,,F, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. B. TESTS O 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q 1. None. F. OTHER 1. Article of Conversion for a name change. CU L� w Z bfigm_yA. Malcar, P.E., M.S. Hetmy A. Maker, P.E., M.S. J Product Control Section Supervisor Product Control Section Supervisor NOA No. 204KM.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —J 13- E-4 E-5 May 27, 2022 SHEET NO. PA 1 A T■ © P$tit]Ij�TEY_A3LrAT70N RRPOIC1�Ll_ M-0728.DT 2 PaODIICT YrVAS.[iA�NREPO&P NO. 2Q.OTaE.e2 ; ■ F. L V IN� TILLIT TESTING A ENGINEERING COMPANY 2.2. TEST REPORTS: !I, MATERIAL CHARACTERISTICS.,A0, SPECIFICATIONS: -- -- . WAi TF?R A. TTLLIT,IR , P E, tiltewl�ao).com rL r11.LK4M.sAu,A Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as g per section 1826 of the Florida Building Cad®. Uniform static loads Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing FLCA u,—aw. 71y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-178, Anchor specifications shall be as Indicated on &hosts 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated 08/09/1996, #9&570 dated 0911811996. 26, of Product Evaluation Document (P.E.D.), drawing No. 20-170, PRODUCT EVALUATION REPOT #96-T30 dated 0912011996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20A728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and d Henry Hatter, P.E. 7.1. Shalt 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 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E. PRODUCT SUB -CATEGORY: Storm Panels 2,1$TRUCTURALENGINEERING CALCULATIONS! On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: ZO GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER: Global Protection ProdughLLL& length based on rational and comparative analysis, and In accordance with section 1618 of the Florida Building Code. Calculations prepared by T,lteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and 48W S.W. 51 Street dated 11/03/08 and 03/12115, signed and sealed by Waiter A. Tillit, Jr., P.E. wood frame structures. Davis, Florids33314 1. PURPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Wafter A. 71111 Jr., P.E. (System 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 162e of the Florida Building Code, as per Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tiltecoo, Inc. (Florida CA-0006719). , ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 01G20.3, Method 1 D of the Florida Department of Business and 4. WIND LOADS RESISTANCE: ,A,IHM,,IT,NINAf A: 71(4�/kvy professional Ragulatlon 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind' pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, �. CEN 9 ' V SF •. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Ednlon the 16, 10, 25 and 28 of 2B of Product Evaluation Document (P.E.D.), drawing No. � .44167 ' ���TIC, of Florida Buildi Code, and to veri that tiw roduct is for the u oae intended p 20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,p ��'ATE OF 1 at least equivalent to that required by the Code. 14,15,17.18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. il' drF •., t0R19 This Product Evaluation Report shall be subject to.•��.� review and revision In case of •ySS%Did a Building Cods change that may stied its limitations and conditions S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED• 2.1. PRODUCT EVALUATION DOCSIMI`NT(P EDTI: sheets 3 thru 7,10 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as D:% T LTECO ADMON RECORDS I P. E. R8PORT.20 k GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GxivANNEDSTEEL STORM PANELkDRWO 20-170%REPORT III 20-OMOI Drawing No. 20.176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on shoots 8, 14, 16, 25 and 26 of 20, of Product Evaluation Document sheets 1 thru 26 of 28 prepared by Tittec o, Inc.; signed and sealed by Waiter A. (P. E,D.), drawing No. 20-176. Tillit, Jr., P, E.; dated 07/28/2020. This drawing Is an integral part 1ple Evaluation Report. ,,(1, rrnqMra ,(kA: �l41/N F1 A. r/j, Ari E� .aAaA�`'Z - ' �tCEN� rw� a,Q: �SCENSF •:��# 49167 ID 7 STATE OF 9D �. SS • .......,•'�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -1140" t > 531 g�YA;�SS/ONALV�N�`a hFr1TlIN1,NILHIN" f �` • 11.3) IN CASE THAT CCLS. MCCU ON WOOD Ion WE HLTHENNw WE Eee : BABNr. D5WALL ANCHASMAPRECAST LL LONG ENOUGH TO REACH THE MIN STRUCTURE BEHIND SUCHPANELS.1 STORM PANEL $MIOM am T16 PR001K7 CVAUATION OOCUNEHT ((►.LD.) HAS SEEN VERIFIED MR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED N 111) AND M 9.2). ACCORDANCE WITH THE 2020 (Tit EDITOR) OF TIE Rd110A BUa01N0 COOS (C) lO FIDSOO W000 jMN aaaHee GANTY G AAA NIIH DESIGN WO LOADS SHALL WE OETERMIED AS PER SECTION 1620 OF THE ABOVE MENTIOM CODE, FOR A WIND SPEED ASi BY THE AInsocnoN w4m THESE 9KIrim MCI, K N$EMLLID AND - 1/4"0 TAPCON ANCNGIS, AS MANUFACTURED BY I.T.W. ;UK= INC. - /14-10 PANR10 AN NATC FEWAI D ►ANEYATE PLUS ANCHORL AS MANUFACTURED MY 21M CONSTRUCTION PRODUCTS. MR A DRYCt1NNWTY FACTOR Kd-0.65. USING /SCE 7-16 AND SHALL NOT EXCEED M MIUMA EL (&S.O-) - 1/4"/ LAO SCOM PER N.D.S. DESIGN PRESSURE RATINGS NOICATED ON SHEETS 7 THRU 12. 14. Is. IS, 19 A 20. - 7/16*0 , $/r WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO. IN ORDER TO VERIFY THE ABOVE FIND"' V ULTIMATE DESIGN WIND LOADS DETERMINED PER ABLE 7-16 SHALL BE FIRST REDUCED TO AS.O, DESIGN ND LOADS 0Y MULTIPLYING THEM BY 0.9 IN ORDER TO C-0 MINIMUM THREADED PENETRATION 000 WOOD OF TAPCON ANCHORS SHALL SE 1 1/2- AND 2• FOR ELCO PANELMATE PLUS COMPARE THESE W/ MAX. (AILD) DESIGN PIE99lAK RATINGS NDN,AT'ED ON SHEETS 7 TRU 12. 14. IS. 16, TS a 20. AND PANEI ALE FEMALE ID. W CIDER TO VERIFY ANCHORS ON THIS WERE NOT OVER STRESSED. A S INCREASEDETIU N ALLOMNIE C.2) M/NMIM THREAD® PENETRATION OF LAO SCREW, INTO ME WOOD IRAW UNIT SMALL BE 1 I//r. 90 TNRFADED PENETRATION INTO STUCCO I ALL K CONSOEED AS PART OF THE REQAIED THREADED PCHEIMTKN. ADSTHA TOR MA VWS F STRF88 FOR IY111D L0103 WAS (� USED N TIILIN ANN.YSLS. FASTE/EAS SPACING TO WOOD MIa4 SEEM pfTERE191ED N WOO S ACCORGNCE WITH N.D.S. 2018. CJ) UNMAN EDGE DISTANCE O NAG SCAEN'S. INTO WOOD SHALL BE AS IODATED IN THS DRAWING STORM PANE'S ADEQUACY FDA IMPACT AND WIND RESISTANCE HAS BEEN VE M IN ACCORDANCE WITH SECTION 1626 Or THE MOVE MEN11G1ED CODE AS PER HURRICANE 040IMM4 A TESTING NC. REPORTS 96-50, 96-570 a 95-730 AND C.4) MINIMUM PENETRATION Or WOOD BUSHING SNAIL K 51W. 1/4' 0-20 SCRETS USED SMALL BE 1 1/2' LONG MINIMUM FUEStRUTION TES/SA; LAB. INC.. REPORTS f2032 A #2126 . M PROTOCOLS TAS-201. TM-202 AND TAS-207. SHgLAD STUCCO EXIST, AND I' MINIMUM FOR WALS WITH NO STUCCO. TA WELL 03 ST AMENDARIAN TEST LAB a 40NN FLORIDA REPORT rG21907-09. M PER TM 201, TM 202 AND TAS 2a3 srAElaOs. CA) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANES. STUCCO OR MOOD BOARDS WE FOUND ON THE DUSTING 2. ALL ALUMINUM OTTftSENS TO BE 0093-TB ALLOY NO TWER. (IRPM OTHEN M NOTED). SEE SHEET 2. WALL, ANCHORS SMALL K LONG ENOUGH TO REACH THE NAM STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL LEE AS MENTIONED IN CA). C.2) A CA) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 MAOY. (0) ANCHORS SHALL 9E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECEIAMM OF THE ANCHOR'S MANUFACTURER. 4. µ1 STEEL BELT METAL PANELS SHALL WAVE w (AI " QLWITY STEEL ASN MBSJ I,YRIOE 00 IMHNIUM, 0-60 OALWVA2F0 STEEL OESIONNTION w/FY- 56.s IW (AFTER ROLLm). B. PANELS MAY ALSO WE OWMAXD HMO/TALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (REEFS 4 THROUGH n EXCEPT THAT HEAVAS 0 A® SHALL NOT BE USED. 5, ALL SCIREM 7O K STAINLESS STEEL 304 OR 716 A19 9[RE3 /R C01MI08M0N1 RESISTANT COALED CARBON STEEL M PEA DINMIT SO 1s1 YIELD STRENGTH AND 90 MN T04U STRENGTH A SHAM COMPLY W/ FLORIDA NILONG CODE 9. IT SMALL BE THE Rt"iS BLUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS O THE STMUCIIRE WHERE S WM t5 TO K 11 SECTION 24,1.3.3.4. ATTACHED TO INSURE PROPER N93CR-AE THIS WITTER SHALL ONLY K ATTACHED TO CONLREI BLOCK OR WOOD FRAME MIEDMMOS, 6, Batt TO K ASTM A-307 GALVANIM SR4. OR At& 304 SERIES STAN " STEEL. WITH 36 ko MNMLM YIELD STRENGTH. 10. EACH REGULAR STORM PANEL WTTH LENGTHS OVER 6•-B TMIORN 12'-4•. AS PER 3DCD0FIS 16 a. 9 a 10 AND A.TEA AIWES f, 7 ANCHORS TO WALL STALL HE AS FOLLOWS 9W A ION ON SHEETS $, a A 12 RESPECDYELY: STALL HAME' A LEGIBLE AND READILY YMMMI MAPPING INSTRUCTINGOWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT WOO PERIODS OF HURRICANE WANOW. (A) It. THE INSTALLATION CNrRACTOR a TO SEAL/CMAK ALL SWITER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1/40 TATNION ANCHORS M MANUFACTURED BY I.T.N. SULDEI. INC. (Min. I'c-3192 P.A.,.) THE BUILDING TO PREVENT WIND/RAIN INM)". - 1/4• / , 7/s• CALK-E NICIORS, 4AIMiAC71RED NT LEWWN INC. OWN. FT - 1/4Y • 3/4• SOLD -SET ANCHORS. AS DeTReUR[D BY ALL POINT SCREW. BUT A SIKC/,ltt CO. A A S Cp.ALT 12 STORM PANEL INSTALLATION SHMI COMPLY WITH SPECS INDICATED IN THIS DRAINING PLUS ANY BUKDIN6 AM 2oN/HC AEa"TIONS PROVIDED BY THE NRNOICTION WHERE PERMIT 15 APPLIED TO. - /14-10 PARELMATE FEMALE 10A ►AMELMATE PLUS ANCHORS. AS VA*A#ACTUM BY EEGO CONSTRUCTION PR(DUM, (MIN. Fc-3350 N.J.) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.EO.) PREPARED BY THIS 79C ENGNEER IS QVIEAND DOES HOT PADVa 14ORMATEN - 1/4.0 a TAP -GRIP ANCHORS. M MANUFACTURED BY TRU-CAST CORPORATION (Fc-3600 P.a.i.) FOR A SITE SPECIFIC PROJECT: i.A SHOW THE SITE CONDITIONS KMAT1 FROM THE P.E.D. AI) MINIMUM EEIilR1EM OF TAPCON ANCICAS INTO PW= CONCRETE SHALL BE 1 3/4'; r FOR PANELWTE FEMALE (e) CONTRACTOR TO K RESPONSIBLE FOR THE SEUCtM PURCHASE AD INSTALLATION INCLUDING LIFE SA'E1Y OF THIS PRODUCT BASED ON THIS P.E.D. PA IVIDED HE/SHE DOES NOT OEAATE FROM THE CONDITIONS OETALM ON THE DOCUMENT, 0 AND PAHEMALTE PLUS AND 1 1/4• FOR CF TAP -OW ANCHORS. CONSTRUCTION SAFETY AT SITE E THE CONTRACTOR'S RESPONSIBILITY. A2) CALL(-LV A SOUD-SET ANCHORS SHALL. AS EMKOOED 7/8' INTO THE POUREDON CCRETE. NO EMBEDMENT INTO (a) TM PRODUCT EVALUATION WILL AATION DOCUMENT BE CONSIDERED NYAUO IF MODIFIED. SMCCO SIUNL K PERMITTED. 1/4' 9-20 SPEWS USED SHALL K 1 1/2• LONG MINMUM SHOULD STUCCO EXIST, NO I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL IN EADED SCRLYIS W/0 HEAD. (d) SITE SPECIFIC PROJECTS SHAM K PREPARED BY A FLORIDA REA IFERN VANMES R OR ARCHITECT WINCH WILL BECOME TIE BUT WITH WING NUTS EINONKER OF RECORD O0A. fOR THE PROJECT WA WHO WMl K RE9P "V4GE FQIL THE TIE PROPER UBE O. TIE P.E.O. 17i RECORD. ACING M A DELEGATED EFOR AJ) N CAS[ THAT STUCCO w000 BOOM K FOUND ON THE STOK. NEGSi 1,'pBE PTO P.E.D. ENOIEER, BALL SUBMIT 70 THIS UTTER 111E SITE SPECIFIC DHAWINOS FOR REVIEW. RE E ORPRECAST LONG ENOUGH BE AI 9W1 K LONG FT40UG/ 1D FiACFI THE WIN STAETURE BFNND SUCH ANAL OR FLOOR AWE PANELS AS PAIMELS, ANCHORAGE 9111E K A5 MIORIOHKO N AI) A110 N A2). SHALL TI M BEAR E OATS AID ORIGILAL SEA, AND SIGNATURE OF THE PROPROFESSIONAL0N (4) U40 EE UIG4NfER OF RECORD TEAT 1NEPNEp R. (B) 1D EID31tl16 f1INCAEn BLM = WALL A C-91E TAP00N ANCHORS AS MANIFACACIUIED BY 1. T. IN BIlEDE1, HNC. 14. SHUTTER YANUFACRAREA'S LABEL SHALL K LOGTEp ON A READILY N9RLE LOCATION AT S10RM - 1/4' • , 7/B' CAUL -IN ANC"M. AS MANUFACTURED BY DEWLT INC (MIN. N',-15W P.TY PARE. SHUTTER INCCOId1NCE AUN SECTION 1700-1.3 OF FLORIDA BUILDING CODE, ONE LABEL 94ALL K PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE - 1/4'• x 3/4' yOW-s[F ANCHORS. M OIsiMUTFD BY AL POINT SCREW. sat a SPECIALTY . CO FLORIDA BUILDING CODE. (NUN. 1.-0 lo P.U.) - 014-10 PANFLMIE FEMALE D AM PANFLIATE PLUS ANCHORS, M MAUFACMED BY ELCO CONSTRUCTION THIS DRAMM SHALL ONLY K USED TO D WAIN PEARLS IN TE STATE OF FLORIDA - 1/4' 0 CF TM -GOP ANCHORS. AS MMNUFACHRFD BY TRU-FAST CORPORATION ER PRODUCTS (MN. Ire-2071 0,9J.) AHP67 0.1) MINIMM EMKOMENT OF TAPCONANCHORS. ELCD PAAIEIMATES AND Cr TAP -CRP ANCHOR, Nro THE rLORIDA BURAIt10 CODE Hf h Veloci HMrAea BLOCK UNIT SNAL K 1 1/4'. ' No. P3R1D Hataa I! 20 "GE BALYAHREB STEEL $TORE( PANEL 9.2) CAUR-IN A SCUD -SET ANCHORS WA L K EMBEDDED 7/6• INTO THE CONCRETE BLOCK LNG. No INTO STUCCO SNL1 K PERMITED. 1/4' P-20 SCREWS USED SHALL K 1 1/2- LONG W6MUMI�TECTKiN AND 1• MNaMM FOR MILLS WIN NO STUCCO. •D: eT.£ 1 II OenIN .HII�.EXIST, • ROw•"+a twoom n i� ,ICpI ELF' 1 INSTALLATION DETAILS FOR REGULAR PANELS A (2 INIO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES wAGet31DE ANGDIN IONYRIE AMMIDIN *am6M 6 ywou HDM n Iwm 6 NRO wN01 ^'E.n•-- geNCAEE AncHm PORED IMF,•' , A�A[n 6 MDUAN01 0) j we. NNGMtE R[QLHRB01 ,'C4 1/2' 1 .i CO0�1DONGETE REP0"EAawE•5 a o j€ \1 • + I CONCRETE BLOCK ; i An10 wWrsKme •6 CONCRETE BOLO ft[OUMF/D. i 12 Wr a6 .A \` � I i E9sTIla rouRLDI { Co'carE A11CIM! , ppMppE AMapR / �-£0. -- . 6v61DIED 1NU ./ D DI- A�ian BT1RdN1H01 n iAa�1pW9����9M•MMGDK n ��AF���MF� Am a 1CJNF ] 1 twY1Y -BGYE m1 flilQltlg y Vk­. 'r.a'aMiAN I I Ni:4 9IIp • �, r aC. 1 1 Q� t i I I o T :.1 IF Ca ! h ----- ! CONCRETEI-) E CONCRETE BACK R[ONRED. a-4 _ 7.WSTiyR 1t9M10 FKIR� 'Y 7�6rAW MUD MU'ROAB It I/r OG L L .t A/0" ) % MAIL -'� (y4J T MMn .w- : 'aAA�B�ae oaaxt[ATOde 7RT ..o /) (Ya s ��a n" as sMa w F u Man ARTMATE Mouvirnma E.D. - EM DIRANCE (SEE SCNEDLAE ON SHEETS a A 0) NOTE FOIL C1111B/MTIDN DF EFST'wR; TOP a BOTTOM MWINT1110'S CATI K COMBIINrD IN ANT WAY TO SUD ANT' 4/j INSTALLATION. /T-1 L E`i0 INC. TILLiT TESTING & ENGINEERING COMPANY WALTBRA. TILLIT, rR, PS tilReCO&OLCom PRODUCT EVALUATION REPORT FI FR I,INWN No 44157 rLC.A. L1FMaN W. NW719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Streal Davie, Florida 33314 1. PURP08E OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., R.E. (System ID # 1006) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Profsselonsil Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.O.): Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL:, shoots 1 thru 18 of 18 prepared by Tllteec, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an intego, �FS�Is Evaluation Report. a��tir ^ "6 .44167 •, TA E OF r 'a,� cc•• FCORiOP,��,�4. 6355 KIN. 36th Street, Suite 305, Miami, Florida 33166 - Pbono: (305) 871-1�?�]pjA(3b� 1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-1') -_. 15.196•(TOTAL BIDTH}- - _ ._. ___T-- _..._ ._._IS.156• -_-__� ^,.500• I j l� ` OMwatD STEEL•]n�� rI AM A-RDB ,•Awe- . �� t `'� 2.b67' OOAIYANRED fIlBL FIX � NC , 2\��IItlY OM30 URBAN b 2. r TYP. ABTA A-963 2. i _ _- [I�OCE 6NAD[ soMMIN6M OrTAA / -al� - , TYP. \\ OBTA1a Al / G-60 GLv. 'E L1aTNL A 450 WAR A Q STORY PANEL ® END STORY PANEL ....__._.._.__...., —1 MMt2Y OO l.P .,V� i100i �• __' 0.T6 •-Q .125' .-. JSp.r 1 4Y-20. t/4'► .TaY W/ 7EMED [Dfi' '.. f .1ao• ' e JBD• L --10KIFD 3s.LN mo RnETEP .7e0.1-- . ' T ,,,CON. ) jEW� I I f _ •� Tj mw 0C TO ,n'EQA I 30D8 t 3.375' O03• .003' •00]' 2.000• 1.56V i 12 I.S00• a.12a till¢ 1 Kt 1 `�1Saw 212e � 376� i k._ ttzz j L 1zn� --_I It aL-2.DOD .. 2•fi f_._. (laB 1_ _! J ISOMETRIC VIEW AIL A � L-_ .3000• 1r � ROUNOW CORNER a DOS OF PANEL'S END LP w� .T.sHrA) am,aO Ah" HEADER 0 RU" HEADER 4O AOL ® ANGLE wrm STUD ® ANaLE .wrmREVERSE T11FM 1 MWRS S UD I 7.000- I CAXFWD I NDIItlE1E REaHARm 16' um 0 4• } _ r 14p71tz ,626 i]9D I�) O KEY HOLE WASHER - ..063• ON.YANIaD S1EQ NICKEL (IN .71IB"o .125 - -A r". TLA7E0 WIND NUT NAGDLID ATNUT II= WWII/DAOMR W/Ovr • STEEL OR NI MIMING (SONREK 1eTII NNI MGKft PIn1ED stcW. II OF W'�-aRBD' 'E AICHBRS_ tHEET . • n °M 9 IM 8 rAIDUMn n eoF EP oaAR�- BLOCK ,.TYP. 70P LAG[ 0M� qIn t�_ 3TS' .11211,01 or FINAL L--i .34s•� _A t.Ok7• ® KEY HOLE AT PANEL y Not, &M I v � I tl1 ' 1 ro aN a Mk I `W/ 100 % MOYNwoN � Can" POLO 0 ED, �. OR r 13Wr-N a RWNEMRir,• / _i OROR'Wp I-M611WP1i r CO'C"M Na11CR0 PLAN (m SCNKDAL ON - r Mm9n1 •DI ON IMEM 6 THROUGH n 1 SCALE 3/0-1• ° Oc9tNB • HEw I• WOE , VAMM X t/B IN" ALUM tuw at 1• P.T. Wa00 PLATE SPACER <�-. // / • NOW 1AIDE •MINES . 1/6'ALUVA TUBE ( WJM WLW PLATE SPACER SPCER I 1 pp I d 1` .. BE)AID TRACM CONCRETE ANCHM v, (WEE SCHEDULE ON 1 Nam 6 THRONN 9) , ]T4' .774 _ tq-i, BBB• .te8' ~•F- �TD' ^ 125• I 4'N-26. 304 IRIS -, SITD RI'JTED 1a _--1--6�• I 610" A1Ri 1 tY 1/Y' O.C. LtlYt' r 1471' (_� r_ 'J.000,- 2000'-- © *ro TRACK ANGLE ® A/aA NF TRACK FLAT PLATED ..MWMNNM- WITH STUD DO QDW0 M-MS FOR INUA LM W POIAIED QMMB E—M BIDCX LO ..�YYY��N� •y!///.�• u�� VAUD FOR FE MI AR. LIFE SAFELY AND E—Z HANG Sr M PANEL SYSiW Ix• wW..F'�'Mr F-P.�- �T • 7 I _ A.H. .4) �\ , r •NA R,rx ARs I L-'Ws® r, _ / sr r I 1 AID• ® l:J-' ,j,• . w7i Its r .war .__ ..'_-__. gyp( A• V 0 1 ni tW"Chi V4 a,c WIL I , T ' ' � ar11 Ti1C'I{i1a1°i � Q w i r yr _I ® i i�SCALE 3/�sP�) CASE D PLAN] w4 i�,"JW�}57�N' < �APrMara& _O ,• HIT,. —I '�\\ \ �.• '.� \\� '<\`� - - - - - EilRnr-a'6�F y 6.t+�•FaO�WN 4. IAN •(.L�')w SOLE 3/s.1 --0NA.°0iO11ryg,f`0M0-•-' 60.. • Ili Ee"'GfiNS'�dAt LO. - EDGE INSTANCE �1 tr o°"a °•'-0'IA (SEE SCHEDULE ON I SHEETS a A 0) BDALE a/7M - NM FOR CON11ON K=00K TOP a BOTTOM MOUNTHOCOMBINED IN ANY WAY TO CAS E (PLAN) INSTALLATION. -SCAE 311S.. NI C.M. �,Axou I ;eT Wn. camckm BLOCK q &l a wowm THIN ] MA,. REMAINED.��IRIRre ~. sEcraN x-X DUAIL FOR SPACERS REOU11111D AT TOP QR S AADJACQIT TO STUCCO/WOOD RANDS PRODUCT kV E t'AnQN M=T NO e472702 2 119 TEST REPORTS, Large missile Impact bad tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3 r A - Pe ASTM E 330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0210.01-09, dated February 26, 2009, signed and sealed by Edmundo Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic ioadinge per Protocols TAS 201 & 203 as per section 1609,1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and seeled by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metanurgical Report No, I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2_3. STRUCTURAL ENGINEERING CALCULATIONS• On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter A. Tllllt, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1WE1.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell be as Indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. r � S 67 D.M..('J, i& Q+ 4 3.0`®, D.M.. t@.@. 4 -+ o+©•o+®- ,/4. , MAX. GAP 3 Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as Indicated on sheets 3, 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly In accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Produot Evaluation Document(P.E.D.), drawing No.20-175. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheen of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tilllt, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. THIlt, Jr., P.E, (Florida License No. 44167), President of Tllteeo, Inc. (Florida CA-0006719). WATILL D:I TILTECO ADMON RECORDS 1 GALVANIZED STEEL STORM PANEL 1/4. 2/4. 3/4, 4/4. 5/5. 7/5. 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, aW/11 t 7W/11 3• MAR ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHMM s A 9-- -_ r km MINL-r--- -_. FOR WOW SCESECTIONS ON SHEETS 10 A 11 _ '- 1• MN 0 0 I =j r T---r--r r---i--I- /---r--r--3---1---i--� -T 7--�--j tiL/ 1.. _. _ J-- TFF4ry UNBOLT PEERS y=` BODED 1'N1FLS W/ 1/M-20at•_ _ _ _ _� L^ SEE SECT06 (SEE SECTIONS AS APPLICABLE) (APPLICABLE) M / i � I ._J / 0 / / / / ... I. ....._3 ! 'I--1, , 1 4, 2 4, 3 4, 4 4, S 5, 7/5, s: LI -- 1W/10, 2W/10, 3W/10, 4W/10, 5W/10. $W/11 i 7W/11 6/5 _.ANCHORS: FOR CONCRETE SEE SCHEDULE ON MEETS 0 a 1 FO R WOOD SEE 9EC IONS DN SHEETS 10 a It REGULAR STORM PANELS n dt Q ELEVATION N.T.S. 2.BT 1/4' Ma. GAP I (IBM Dow -1 6IIq( W MY) INSTALLATION DETAILS FOR REGULAR PANELSC) A dA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES '---___------N$DHIM FOR CONCRETE SEE SCHEDULE ON BMW 6__ -_-- _-_ pp0p(p tONCREIE py{I� WNCK1[ _ PgUREy COWCIE'TE , - - FOR WOOD SIDE SWIDNS ON BEET 12 j- �F CONCETE BLDCX j.._.O1L CSNCREIE BLOCK -OR CSNOIEIE N¢.OWCK�I �3• Ma,. 2.Br 3' Vft — i ...a E=0. � I' Min W o1BBAv -1 r+OLE Wlul'n � SN win REO{RED QG63R1[ IEQIRRUBD WOLOM ( (9[E 63IFDUE GN 0/01 _ } I1 i MEET n [_ I E imm n 41 - - --- , ; I \ I ' 1 • ! I i' i' I I � I a X G ccbb i 14 I ( TTT'TT���' � ♦� \ I ! �' \ \\` 1 i 1.Y \ ,� i^ �I 660.A'w/ �j.I. j ,;ioiG"NUW':"ueR:1 1 A, t0ya010y r�B�N�M A I 'b+ r NRMOIaa f0 ByHWAF• 1- , 1 w at"m "''D W"' II E-II! a. _. I IT or ,I 41H-9D,1• ' , T ' (7 . -- _- _.__ III i II I ; 1 l MAX 7/R a wNp Hirt i�MaH �1 HWMO'AHr 9 Da _- i- ._l ,( �Wltl Eb1•w/ � I I I T I i i I L�-----. _ t .� '. $ `I/Pp'r � � F-- -�-- •i IHWaAAR,'i rucH' �. �--- 1 >� � i i � I I � f i I I � I � ' iI I I i 1 � i I ii 1 I r �pe/fN• .t lfl,.l. IOII L'- Br E WL LL -Y•• 1: M f OAM OF.L. ,"'a Oi Y' F IL, Ma, -_.. O.a..®OA® M 1- MYr.1 rn MAX W •L` 1• MIn •�.v; /.%/r I '� MAX i i; �/. I lV rii,/:. ri,L� MAX.._.. .._.. ' MR CONCRETE SEE SCHEDULE IN W SECTIONS ON BMW � REGULAR 4MW PANEtS (tl k � vLEVATInN Nun I l ! SCALE 3/ar-tr _�.., 1/4• MAR. GAP - — i 2.67, _._..., 1/4• I 1 ' . ' _. ..._I__. J (AWC AeIM -1 MOLE WCLEYI ' • Alm, II 1 4•/- f' 9.5. saT ♦ �// 7/sx3 3Y 'RING NVI .� ..:� _.. ....-.,^ . _._ . I ' L_ vOOHHCHUEN ANDTIaIY• RA90ERED t_ • 12 I O.C. ' SEE AIRHIOHN CONGER AIIGDR6 BSD; QIUE ON 1/4N . w� •) MU 9CHIEDUtt ON W�EtT 9K) ON Ii, gwp oaNaMLTE an SECTKLN A -A fTw.) cnNucic ell lOLRm D OR C6NdER MOD sC4E _-__lORLD BUICN OdD�IER SOLE 3 1' SCALt 3 1•- NOTE FOR COI@fM1Y]N OF EF.Cfxe15: Lo, - INLBTAHt E (SEE sC11EDUlE ON TOP A BOTTOM MOUNTINGS CAN BI: SHEET 9) COMBINED IN ANT WAY TO SUIT ANY INSTALLATION. •4--A N N � O O U N O co .� 0 C t� Ca -C Q— .CM 0 N C O 0 •L O C C: C O LL- CO cn O -0G O 4O CU • C 2 Q ca -0 1102 .� ., Cl) O- Q Q Z Z W J r T= t� d LY W O � u C� CM C ca U M m C4 W X C y, % 2 O ^„ N O CV ca ar a, ]L 11 N -� C2 L) 3 Be a9 Ly � ? u a, CU C G IN d -C2 c E �o G. u w }t _� ICU C/)CL CIO 0 B.i w B� Cl) CIO Z Z Q J tl SHEET NO. SH 1,0� Iweo s,w ,. a .. N ow MITI nimm e0 O4/ MI ow A.N i Pls••a y i WALL AND FLOOR MOUNTING INSTALLATION FOR R 1' NMM Idfiza MI& �_ ._ _,•_.__._ _ SPLIT PANELS OF •MJ 1fi allowW A Pmw•Ac oN \ 1 ' MAL IN .•. „PMEll ' (beel . on, 1' ° \ p�M tgvp,vr� r�N. 11UJo ElOiit a'n - El AfLi2di-1 f Ma _ was !ter[ a/w t : �••�� / wls • Nt aww.(a Nr •TAIL ww. '•E 2 L1DN - MMLw AYP [TJ •NIPS R7 .. ��uVars,�.Oi�rirrllP�cL. r � (a1r on6 �'•" � w cMa �r. i To W- Ye0 PAL IAAYON ir -� 1 aV4t/•1D'-r t 2 • A Y > OMw�te i eawlvlD 'Mj '� •M ., colon IILN • Bw 1P•IIaN ••1mA21 1 SEX�PrV �NON ALE �e2M i1 1Y_Y \ OI A-ImIRO A so" 1/0- .1 M:ie.���iESL� ryL 11m/W,�e11 MULLMNI scluwLE mau e A NIA Pw,IP1s I, A Nw,4 Oa. WILL" SPAN (n) • IIFDUNm MAT. T1AE MuLuo - 4 e-r r. r . 1/w > 4'-r TO $'-Ir 2'. 4". I/e' .r > r-1r 70 W-r r . e' . I/r 0wFN1E0 S£CTbLI 1 SOME s/e.r MOTE: III LUW CITY 9 K INETA4L2D w/0 WORM PANELS N TOP N w TNN1 IT D tOGAxD AT 1aP OR BOTtd or OPD". ( PANS TWEORw w/ 1UaE 79P t 60nI011) I PMAR P y i P•+0M•I 1�O +�rR�a� .��.eIIMn'iR w j - --- --mot INSTILLATION - ALTEIWATIVE 1W SMALL' 1/4' . 1- IMAUAT10M - AL]EANITiVE 2w 9CLL 1/4, - 1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH S.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-6•. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. IN/ SPECIFIC DENSITY OF 0.55 OR EOUAL.. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. B E j SCMC 1/r - 1' COLWS Ar FLOW MOIMETIMO WALL & rLOOR MOUa nW JNSTt AI.1AM- ALTE■LA7M SW WSFILLATIONS - LLfE■IAT SW (SECTION AT TOP D LIMITED TO +55.5-97.0 MAX. 9CMfa 1/4' . 1' A.S.D. OVI 0 PRESSURE RATING) '.ray/..• $CALL 1/4' - I' ..r A.III; InA1N� 1 FLOC QLWfM w10 T a.N" LIPID P■t 6 •„A APR -- N MINI A,II?O� PA OAN INSTALLAf1am - SEE." iIOM LAW SCAM 1/4- • I• G91Cmm AKVM M IXNC= AMCWN& roe OWSORM AMOOORa m SCIIDAE N OHM 141 (SAD 9rASSAE N (Sf 9CMe0eE N FOR MOD WM• � AOIOM N "SET to EO6T 14)- SILT /•) r- 1. 6 1W/1S -._I FONMB owcnm _ J i/4. 2/4. 2A/4. 3/4 o1 4/4 1. 2 t lW/1S r M. '• .wo• j7Z ew• qr x0sp CONCRETE mumm I mama wwom IlN I �I� I )/e'/ /y2' t wD wNw 71 1 1 11 PMw aATUSN (Do RMC) 61te 10 SLAM o i1/r oG Ad EIIO : =MIpl1•®�IYOC 0p61 lI , r Mk ' 4 ( 1 • �2 , ac. 1w (OI qO� - 1 elw 21 1/2•o.c. (9tt DP. Y). EL A Dw In FAm xm c i i i I a �uDOE °Eiu2 IRa1ASSD i A 2/4. 2a/4, 3/4 at 4/4 1. 2, R IIW/13 1. -t iW/1S {.S�iEJ ON SAFETY L L / ! I c.a I AREA W/W LIFE SAETY PANEL$ LOCATION of LSE M NOIE Ise Low) �....-�.-_.__ 1.•. R60AM PAMEW W/ dt -__._ ...---. Sam PANEL ---1 _.._-.. ..__.._ /o REOUTAR TRACTS (SEE ( W rare , LAST (� •••-• A{ CONCRETE MC121a1MNN '/ i.'.. /� / Y/,. .� /� ,�o� BELOW) a LIFE 9A/�l P.TT0 M lBfa[�NNa LYLL M41T Iq PDIID LnmacR % ml oa�i�16 m FAa°rAxP DP.su R wroam O-•. '"Sum CONCRETE A,swM L1 of BSSWKX%I�IE N AOMOUED FROM nMDE "" ,♦) ------- ELEVATION WALL MOUNTING INSTALLATION WALL AND HOOT MOUNTING INSTALLATION SCALE 3/32•-1* - SECTION T SCALE: 3/3- - I- - SECTION 2 SCALE: 3/8• - 1' ,/♦. r� aw 00 Jl• 11• 1/♦• TIP. AM • ON LADE SAFETY E7OlBI t M MIST 1471ON f. OORR /BMNiEORIOR PANEL. (ANY PAELL LLOCATTOR IN OBIT ). PANEL) 1 AT !�,T� {►m61. MtIDBMW tDGTN LIFE SAM PANELS MAY Olt MAY NOT BE 9SrALLED ADM ENT TO REOULAN PANEI3 eM ^'•' '1 AT DO PN6LA (w/ OR W/0 PLO" TRACKS % 90 TYRE O 2 UFE sAFETr PANEL CONSW$ OF MOSS* GALVANIZED STEEL STORM PANEL AS SECTION B-B PER N:OIVOIIfl11 . SHEET 2 OF DRAWING. SCALE 3/32•.1- TIRS PANEL RSELF TO BE REMOVED OR D4TALLEO FROM THE MODE OF STRUCTURE. I LIFE SAFETY PAR& KOUM TOP TRACK TO SE OOMPOPIM 0 t BOTTOM TRACK TO NN BE @AS PER AlF.fi 2 °F TINES ommm . COLIPMIE2(T�RY RE MSTALLEO WAIL Olt FLOOR MOUNTED FOLLOWING SECTIOW I t 2 ON T1M6 . AS WOL At DILTARS t t 2 d1 tNHkIT t•. �.;•''+ 4. La t LEraTN FOR rnMPorENt ®®1s u'. 1401 ANCHOR SPACMIG FOR COi(PONEfR GANCNORUPE AT BOTTOM IS GNI N ON FLORIDA BUILDING CODE h Y NI NO, am 1ILMM NC. 20 GAGE GALVAINZED STEEL SIM PANEL SCHEDIAIS t 2. SHM 14. * * : COMPONENT MAY K PERMANENT GAP REMowuE. ® Tf S. SEE GEMSFOR R/SrALAATION INTO WOOD PTMME elAL01I104 ON SHEET 15. q '3'OF ..•• oR ' - IL EC O INO. MTECTIDN PRODUCT).. LU 4M AR. et t11MW 6. SEE SHEET ♦ FOR OETAk APPUGIMd t0 THE NECESSITY FOR THE 14STAA.lA1XNN OF mIOM' NMI 76! Frw (N)RN-M A�,FSS 'N A�. _,.4 `'a1 SPACERS AT TRACKS M6ND 7ALLE0 ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. "+INN . a . RM -+NI MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "0 SCHEDULE n,rP1 AArr N1. m4m.ra.ra r.r-.A7PMR .m /0 w Qg1EOngN / MEOp WIN r-r N un 2 t/4' LMDLTD I "M a a 7 M >r-r ro r-r M- 2 3/4'ar-r ro W-2• Ma a I/r Ir-4, N LESS a 1/a' • oQ1,t�:i°e, A S . 10 • ELM B/ 1/410-2 W SA YS A WI Mn a DPOSA A 111L001M OF PNO. ARID any no PAIIFLSr1)& aamm"Ims ALL Po RecI1oNN 1 1w11 7- NN61AM AAD. DOOM F*CNM wan (pal.) MNOAR A CH M OWNS MR LA- a ,/r - AP".101111.1 70 >CCTIOIR A/ a AMY SSa0Ol1eN7gN NAPNUM Pma, IDIOIN t' w 11few O UP•SSP BLH-IN FMISWR /OWE 0 PROMOTE RIM ToCONC11Lx 70 IR°0 04%w ToOONGEx 00N,�1[ ro e611aM1[ N1OR7f ToaO1tAETE ODRIIOA[w ro talltlWR O [ r WA WA N/A r WA r XAI •• 441 e r WA NA r r r r r r r (AOIIa,Q r WA N/A WA r N/A 1• WA r NIA 2 flap) r N/A WA N/A 4• WA 1• WA r WA 2 (wT00 .565. -72.0 on LEST r WA W. WA r r4/A a WA r WA a A 4 (TOP) r-r Olt LESS e• G• N/A WA r r r r r r s Leo11o1R r WA WA WA r WA e- WA r N/A I cwn r 6• N/A WA r e' S r r r 4 a 7 (MOTION WA WA 12 I/r a ,/1• 12 1/2• 4 1/4• 4 t/r 4 1/4• a t/4- a 1/r 3 fTOP/Bm1oM) ME RQw lO A 1, ON M"M TYA a Owens FOR N6ULLWOR NEW ow mm eulwer. W Aw NKNOP WKLM AND ORIEL OK IetOW An ADO= ON INS $M6 ktL IN 9A LIPS TM PMM® N ==a POLICE Nam VAPOR SY K&WLVM W*AM RDSS N 10431E or WE IM &AW M FW M. FOR T16 94FAM A M PONL MM SPRING OW O MIND NADDI SAL NN SS LESS TPN MINIMUM WWA e1110011)M INAR ARMOR TIP[ AT MOM L90M �� 1Wt �s1r ROOM 1/rP O9P-#C9M•N 1/re 1/4y _ r/49 1/4'A SiD-MI MA MOM eAO1e OAJ ] a i 2 fro a ••wPWNm a..r P,) A.eN-MA Irw fa t 7 3 2 ,/1 a 1/2 a ,Aa oft Is. umm Now - a, a. Im Im Im .e o L - ,m Im 'AD 1/4' La 6/r I" emu oSom W/ ,/4Y-301v u MA • 6 IH = /N PAR LEOMWN UP To IV-r NO 6 1/4* O.C. r'OR "T s IP ID r-r UPI. an Iht0 /�•C,- PMIDAM NSMSE 0 am N40LMt • / 1 a MIN t I/r w. Ill. a TOM IQ "LOW Au ,nRnR tor-r Mr I I I � I 1 1 rwg3a3e rIOHeM I 1 - I g 1 Y I u 1 g I 1 1 1 I i i SEE 9CHMULt 1 1 f soW. wm ro MAA I I 1 ED I 11 I 1/4' L0. b/r LOAD BRASS Kamm 4Y-fad' u M.S. • 6 1/4,/r O IDOIM up To r-D• no 6 6 T/r O.C.IN L/116TM ,P To r-r r•A: = PANCAOR MUNI OR ADin1e , i '1 1/Y Len TATTOO MknaTN A MORON OF OMwM 11000 PLAT MR EL ALL LOOM UP TO r-r W. SCALE 3/0-1 I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP 70 B'-W 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. TOP A BOTTOM MOUNTNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY n S((TU06 e� OVERLAP 1'O HOLD •PMQ O L I• 'f I. L •.• • l all O . sr4„ 1'11�4i, FI���,i41:I4)�1,�4:4�I1•:.F STUDS IS rwe w1/2. 0. c HOD PAN 3,1 N.(ONE U r MA. (ENE N) 0 ALTERNATE AT 0LOCATION V Q �i/f• 'ji BID.= , > 'fl I \-INTERIOR R PANEL \-END MAL M 62 FOR 02 FOR 41LL--r-- VAN" A A UPON Or 7M-iI a" ►NMW1r MM o NPSUPOE NM TO PKpIA(Infoll,/ cam ro eaCx IQMwxx L> J TO TO To ToDDrcmm TO TOmm emimm 6 i or Twm qX W1unW IW61. uNMN t• W 6' N/A N/A N/A a• WA a' N/A r N/A 1 A 2 33.0, -72.0 9• 7' 9• 9' S' a- 9' 9- B• 1' 1 (BOTTOM) 5'-0" OR LESS +55.0 -72.0 G' N/A N/A N/A r N/A r N/A a• N/A 1 t 2 (TOP) a'-r TO r-r 9• 6' r 6- 9. 7 1/2• 9• 9' 9' 9' 1 (BOITOSI) +66.0 -72A 6 N/A N/A N/A G' N/A G- N/A S- N/A I t 2 (TO►) T-r 10 r-r 9' 4' r 6' 9• 6' 6- 6• 6' 6• 1 (BOT7011) MAnow "A otm ust. TRW a 6/r 1a, TMI TOP W sac Owe P BTIO o r r POI 1e W mom /PPLIWu t TO SE CORM � t IMALN,� M1E� -01A1114 YP (N.) I TAPpravi- - 'CON or THEM +49.2 -61.5 r 4 1 4 1/2' 2 (BOTTOM) r-S' OR LESS +52.0 -66A 3• 3• 4• 4- 2 (BOTTOM) r-6' OR LESS +36.0 -72.0 2 1/2• 2 1/2 4• 3 1/2• 2 (BOTTow 7•-6. OR LESS +SS.O -72.0 2 1/2' 2 1/2' N/A N/A 2 (eDTTOM) 7`-6' To a +66.0 -72.0 N/A N/A 3• 3' 2 (BOTTOM) 7'-6• SPAM SPACING -Y Min. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) BOX& 3//r - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING (cst.t.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE fAPPI_r•u r f2Mlr ro i(CTrrx 1 t 2 r101L tcn PTNLLEE WIM SrMk SYSTEM OM SNI[E7 tbf. , 1YYOM ASA Noor-r- (M2� P­­; tM m' O°1°OpM •eAa -T'2.6 r-r a fl♦' ,Ram = ear 16 FN AIM•OM I4PE A SNa1O FOR MMUAnow S00 FOOD FRAIL BUaom momm 000" woo" AM wo mm EDM Owwm Am e41 ro N ILA SRmULL FN to. LIM iMMM vC.CK D N SCHM= IO,ICI ANCHOR SPAONO GV AALTI L"G SPYLro fowl N smmu BY 119 rcuoM rAcmw FOR ne OPE VAM TO BE POSSB{E, ADUCD VNIND ONMeR) LOO FACTOR OWL MT SS LESS IWN MO AM W CMIS Somm FIX CNN ANDIal TV" off A *4= Law& NDNOS TWt _�/••� _ V4`1... _ I/4S _ 1/4. T/4U beoaN e rMP.aRP aLA-N N, mom WNW a 2 a a 2 1/2 4wPwlllp Q.a a 3 3 2 3 Racy YOU 6 a a 1/2 a I/I 4 AWJL 9A I= BONNIII IA00 - 3 1 ---- _ -,- - -- - Im (VALID ONLY FOR PAMELS (Ut W I STAWLMLDIM AS PER SECTIONS 1 TWIU 10, ON SHEETS 4, 6 t 0) MAXIMUM AIeDM SPPAM FN UY - 3 I/r •• PAD:: OEM TIPCN a TAP -CRP GRAIN PNSAM 1E PEOPLE w ►MOAM PLUS >fOtq SET APqUCANIE To SEC1w a t wmm PMSSt1Ik MTMD ro aMcanr TO cauoNrE TO eorDAex 10 aDDA[1E ro tOAlc tTE TO BLOCK XSLOCK TOCOIRWIx TO COMpMTE e,l1N ToeO11CA[T[ to CONCRETE eloa To Q)NCKI[ ToANr NXPOAl1t eloa COLIIMNATON a low(Pa.)amRapt (a.) LOATH t• (eJ r N/A N/A N/A 6• N/A 6• N/A 6• N/A N/A N/A I (TOP) r 4' N/A N/A 6' 0- e• 6- 6• r N/A N/A I (BOTTOM) a- N/A N/A N/A 6' N/A a- N/A G• N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 6' N/A 6- N/A a• N/A N/A N/A 2 (BOTTOM) 56.5. -72A 61 N/A N/A N/A 61 N/A 6' N/A a• N/A N/A N/A 3 At 4 (TOP) >r-B' TO r-r OR MESS r 4' N/A N/A 6- 6' 6' 6• 6' a- N/A N/A 3 (BOTTOM) 6• N/A N/A N/A a- N/A 6• N/A 67 N/A N/A N/A 7 (TOP) 6• 4• N/A N/A 6' 6' 6' 6• a- 61 N/A N/A 4 t 7 (BOTTOM) N/A N/A 12 1/2" 6 1/4' 1 12 1/2' 6 1/4• 1 6 1/4• 6 1/4• 6 1/4' 6 1/4- N/A N/A S (TOP/wnom) 60.0. -53J N/A N/A 12 1/2• 6 1/4- 12 1/2' 6 1/4' G 1/4' 6 1/4- 6 1/4• 6 1/4- N/A N/A -6 QOP/BOITOM) '-a• TO IV-2' 06.0. -72.0 N/A N/A a 1/4- N/A 6 1/4- N/A 6 1/4• 6 1/4' a 1/4• 6 1/4- N/A N/A 0 (TOP/BOTTOM) r-r TO IV-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 I/4' B 1/4' B. 9. 10 (TOP) A -48.0 •• 4- N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4• a 1/4' 6 (BOTTOM) OR LESS a' 4• N/A N/A N/A N/A N/A N/A G• 6 1/4' 6 1/4' 9 (BOTTOM) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4' 6 1/4' 6 1/4' f0 (BOTTOM) 9IE ear 14 11 me 12 IN 44mm T,7E a 9404 IAA N6TNlAIMMS INTO mm ►INK YDM MAMMY A101DR VACM AND UPM6N DOE ORIANCE AIR 610CATED ON THIS SCNLDUU! IN EA, LW TWIN mmou N mmu Man" ANCHOR SPACING SY MIA7DtYPw VACNO *am N 901DAE M THE FOUAVM FACTORS. FOR TINT OPERA ■ OPERATOR TO SS POKL SS9NCto VOODOO OWmO 1D LIDIACIOM eM L MOT Me IEB6 TWi Wa M SPADNS 00MID /D, EACH NNCIOR T'IPE AT MOM MM. ANNN IMP[ 1/4. "M 1/5r OriW-e1P1ww. I/r. 1/4'• T/4•r 1/9. SOLD-M MOW o NM•N M mRYDR s•IOSw a ] a 3 ••y„LM„I,m aNAAw p.J a 2 2 1 a ALAA�1 011I-AM el.r OAJ 2 3 ) t/1 1 3112 4 2 1/2 AOIR M6� FAOTOA 11 - m Pm r I,m Im I - I ,m In - INSTALLATION DETAILS FOR REGULAR PANELS (b & U INTO EXISTING WOOD STRUCTURES \\'< - !_4I s i°r oPnirnaTlPAWUAXTE oLUS mI_�1 PLUS i i°• ox 1 7 ro �, �� a i°4twtllwx 1 y EXWM WOOD WADER OMINa WOOD HEADER /Y EOSINS WOOD WADIM eIO e I rAw mo a llN'I low . Raw NfAOEI, WOOD HEADER � '` 2' \ I • IM O.C. '• 6 ,/f OC NIO o (: f I i I ' ; ME Se1DAE am SM 0:1113 N �p1 .DfOU�E L e i �, TOR . SDiLWDH I f rN rL.e6'LTM/MMIIN N'OA m DAR •.: A m eL/O. m MCAT ' -- -.. -, Ma. PAWL LENGTH \,'___ Ilm. PAND. LLa1N .. � uwm 1/.•P-aMr 56,. ' (w "MI) ,Ny-2m, 1ta ' (SEE MOLE 1) ,/N.-MINI' 9,i. (SEE IIf ra r/ T/IY . ,La r/ T/•1 . : MEmy/a1'r/ T/rr . I r {tt I OaA 0dt ' I Or •L' OF 'L' OF t• I MAX MAx M, j M WWNN�1 I I I y 1 I - - L , 4Y LAG 901flYd r.4•,I700_?LA1�► J I ' �` 1M 10 iMNeIALAx PLUS rM• HOOD PLAT4 i-i_.) } r.4• N0001111 I ' -_' - WNf REOUND '� 1 i, '� I PENLTMTIN AT IRGLINEo ` s 1 4 ac, SS T W® MDWDrn ,W Nwx _ i f MID WIDM OF PLATE _.-1/4 0 IN sewn t 3` o.c. suaou[o W/AT MIDNIM Of PLATE i 1�._1__' I � j � � „ 1 �� 1 t • wi. A � I SCALE a/B.1 SCALE 3/e-t eYLL 1. INSTALLATIONS FOR ALTERNNTNES BW. OW t LOW ONLY VALID FOR fLN111 BUUOM WITH A.S.D. DESIGN LOADS UP TO +43.0. -40.0 pm.f. AND • PANEL'S LENGTH UP TO 12'-4' ��P/j L FOR REIN WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN �:••''•CEN PINE N0. 2, W( SPECNRC DENSITY OF 0.55 OR COITAL. �;' �% FLORIDA BUILDINO CODE (Nigh Velocity Nu no Zone NOTE FOR E2WLB•LA.,InPN eF S�eTloAls: ? N0, 4 ? * exm w,e10 PIG 20 CAGE GALYAI6ZED STEEL STORM PARR 6R�w w TOP A BOTTOM M/DUNTRIM CAN BE COMBINED IN ANY FAY TO SUIT ANY p�S2SW s a/eVf6r INSTALLATION. �•'• S I L E C O IM6. PROIECTKMI PRODUCTS. LLC. ODE: s O • l2 R10 > �oAM11 jj= I' 20-176 f A Tf n•11.. , 'cur . A. , 4T Mrs wrUc ISOQeIe_1µ Reu 16e416e► eTn OFAMO MP Ru -'^"PUN L A >W/IMIWtMIF/Mw aA °00mA1. PC *M a or a t/•Y ,Aa SOMAS • r oa ■ 1 i MIL. rewADfO ro twao 1rAwR 1 N I worm rm NE012 1i ALTERNATIVE IVE 1 ALTERNATIVE 2 ��,((,.,,+,,�,Ir wDN•W C I m'aj'i�a r o c I I ED ED it I r on "100, PLATE I, l 8 1A ALTERNATIVE 3 ALTERNATIVE 4 ,pt6s/B' IDMD BRw eMNIM r/ /4ti ear u MA • r as N /4•.-w PAla,nx FowE D ,R ALTE ATIVE WOOD FRAME CONDITIONS A( ANCHOR LOCATIONS Pollan [ PUTT • r &L r , t/r M . „NIL W . ,• YMM MO outToom ro NOW PLATE MOPE : 9MIEO1 101000 Nm VMPI PN CARTY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W SOLD 2/r _ ,• 1. bwTAtLOMM ME ONLY vAOD FN BUIUMAS IN OEDN LLIDf V ro +SSA -7L0 PPI W ,xs tEwOIN V ro e'-e °. 2 IN 1kr WOOD �Rml� lww "M moom TO SS SOUTHERN PM N.. 2, r/ fPEpfoCOO[NeT°IOOr OSS N IDUAL. N N N O � -0 c c . cn ca U -0 -4% �- cn � O 0 C 2 �0u- O 3 (Li O cu O Q. ._ vJ Q N o N W o No m.c H C L.` d to N t N Q O l0 d N 3 Y 6f a1 w2 41 CIL_ R CO u d C cm Q� N m o a u Ir 0 w W cu O L CL R< U O cl- CD Mcu W SHEET NO. SH 1,1 _. _._-..- -,AtIC1OR5 (SEE B6CiO1ffi ON SIHEEi'S 17, Ia ,9 k 20-------- 3' MALL a,/17, 41t/if, w o. 34/17, .Vn. avta r MAIL 1• MN, 9AW/M. 7AM/19 k MW/20 ON/it. 7ww/1• k •ew/70 I• MINI 0 O O O O FT7-T---�:IFF-7 -T- V--r 7--T , P• I ;.. - I 1 1 4l 1 ti• 1 11 1 lr---{EE SEE siCmmv�NE) " MALT wlw j I wM s: Il !> ' __ - • : I � � j 1 T T- - , 1 _ r� `QkA7pM WEIR-"^' j i,I•• ; jr . all/». Wn. Wtaw/n image, p16 MINAHArt •RIHI ale aW7. 48/17, sso/to.S. ;I• MN. WI/I/. FAW/19 • o e, immi k Semi I. Mix. OPTION i2 FOR LIFE SAFETY STORM PANELCD ELEVATION SCALE 3/ir-1• 'le A"IL W SECTION A -A SALE 3/1411--I' MAXIMUM A.S.D. DESM,N PRESSURE Max. PANEL LENGTH L (H.) MINIMUM SEPARATION PANEL RATING (P.&J.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 8'-a' 2 3/4' UNBOLTED _ t .• TAFCON ANCHORS IROCK RmmED j 1jjj- INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES / TAFCON ANCHORS }1ta' TAPCON ANCHORS 1 4' T/PCON N1C�IORf --i r D.C. - -y i r o.c. r \� i�r o.0 •... , Af P.::'�fD.... v 1 \Ab rgUMD aoNWAITI I :ale L•t- .. 3/32• WINO NUT Y4lKR a 12 1/2• D.C. ANCHORS D.C. OIIAweIWD w/ SNIT) PdN[D COIIOLI[ REQuon OLaK SCALE 3/r-,• Ind. iyyi►►,, 1 I ; �Iw OMMIW w � aAl I J 41 Z 1- Ir r rg T i}1 '-+-- --�1 q j I !40• i4 I . CSnIwsmm (KYpq) 1 4' TAPCON ANCHORS I4 IA- D.C. (SIA09M W/ STUR) _Tmnumm TE BLOCt oc WALL N SCALE 3/9•-1- 1/4'• wv Ia 7YFt A II k s Fdl AIINTO /IDIOM It1E awsr P 1011 teTA,LAl101W INTO WOOD w AZ AIIOIPN wlAnw PW a raw M ANCHOULIMR IInINN1 AMDItlR MKW109 MID MtMIN mOE *O AI = AK ooc m ON Ts •P== ONI,.w 6.J 3 mew FDA CA Las Ili"DOMED ON ,u4RM yam", I.r F SOMM Net= ANCHOR OFCKO N WAIVLYND ORWOM *00 ON so=" AMML VA iMOLeR er TE POLLOEM FAMED FOR 1- DPOOMN 10 K „OOftL MKM , In• ..._. _-- is SRIU UM "COP CYNL MDT t , - YAW W I011 VO, ANCIRR 11P[ ON 1W WIEDIAE LOA ..�' I 1 ` i •leR p am1I , (aEj GLASS f tl 1 I It i . I ILOA, : �,/Y - , s••-aoN3/4'S.S. w.>b w/ !+/2• - 1 4Y-Ios(49s. ILL w/ oft" wag Nur YAW" e It 1/2• D.C. ; (SEYOPD I � I TAFOCN maim I t a' TAPCON • 4 1/r O.C. Roan R OLOCI! ORS ILOCK WALL .lLULMMG JlA1L.E LIIAI1011 W111 MMMOO I&A ALLAOQi! NIEL !JJ ANEL so" 3/r-1- SCALE 3/6*-1" mo'Nm KoCR RECAKD I ...' a,im .V \. ALV 1 ws NY 1 �a 1 , ' 1 I � I i i / ; I E.O.• I j ' I •-__. 14-TOY FAMELANtt PLUS W/ �/wY a 3/32' 04 NUT WAWRR • • t/4' O.0 �p�Nwp CCINCR(1E Mdl WAU MN BLOC in! B.P.At1EL SCALE 3/r-l' in 1YPt • » k s PoII AIwm M TM• M a FOR NrstAALASOIrs INN 11000 MA AlIW11N a-) a a IRHIE peDle. amw mot ORTMIOs AK 1wKAim ON 111W IMK O A1411911 T 600N AItD NOUNHIS •"N4RMM! I.a.l•Y 6.J a t same Ps to o V roIFAim a tOeOMt IWYNAC[ AAa iwACFO w PR.PPu oPr.r M kV F 7 ,n AM/L SAL RCRR IR mi fItOIM Ow 9OWDtA[ M FM OWNwommorO N M A1XTo n on" PNI o OPeIOION 10 K FDeel" -._.._-__' ___-_ 'y _ " PA KLOW THAN M ONO PALM RMCA M01 K tqs 71YN MOON fPAtI4 IMOW%IFD MR VON MPM tin on ?in SDGVAI L ,/F• ---_-._._.._... ____._._.. - __._. _..... - _....-.....-_ F I i �CdNT. i ' I � J I 1 rill iui • ' {--�. _._,.� C MwfP � Jj i, i i I AWL I ' 11-10'w PANIAPAM PLUS w/ o . 3/3r w94 NUT W"Ol (KYOND) coNmR REOUMWb :' SALE 3/r-7• N N O Q C O O . CD U .� Cn C: = cv O - 0 c � a O O ED Li. O 6 O �. o .L^= V J IN,IALLAIWN UtIA MI PUK UMfRUN #Z tUK LIPS ,AtEiT SLUKM PANEL STSTEM etAmAL • NitM -2 law znmw PAM a,7e'm RV INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES N 1. C-Z MAN li PAPAL SHOWN ON 1K) PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN YERIFED FOR COMPLIANCE N L7) MPS" Fi1a BE OF TAPCOI ANT3HOR4 MD PAFEIAWTE FEMME C k PANELMA/E FLUB INTO CONCRETE �i."•� ..; , ✓� r T �- 7-,_ y __, ACCORDANCE WHIM THE 2020 (7W EDITION) pf t1E FRDPoM euLDRNc CODE. BLOCK aALAI K , 1/4". CAd - _ DESIGN MHD LOADS SNLL K O[TERItIEO AS PER 9ECl1oIN Ism OF THE ABOVE MENTDNLD CODE. B.2) IINIItNI EYBEdifM OF 1/4L % 7/r CAlll-N ANCHORS S,AII BE 15 7/e' Nip CONCRETE. 'fl •-_ HOOD WPDER WMOt WOOD IwIOER I �-: NCR A MAC SPEED AS REOUMHD BY THE .�SOICTON WHERE THESE SNFf1E1M WILL BE OWALLEO MID NO E1�OMO1i INTO ANY FINISH MATERIAL SHALL K PERMITTED. �''� "SCOINRD _K 0 i' - 'RWywm ✓`�./ it"�'•.•� '�. FOR A DWCTIONAUIY FACTOR VAP.O.OS. USING ASIDE 7-16 Mp SHALL NOT EXCEED THE MAXIMUM (A.SD) 1/4• ha0 SS SCEMOJI BOLTS USED SMALL BE LONE ENOUDH(SICUID ANY FINISH MATERIAL COT) TO (w � W r ' 1/+ • TAPCON • r O.C. 1/4Y TAPCON • 6' 0.0 DESIGN PRESSURE RAI*= ND nD ON SHEETS 23 k 26. pN� J/4• pTIO r 1/�.Y /TAyPCp1 w r O.C. 1 .Y TMCON w r aC. _ ,/P• TM071 e r O.C. t .Y TMOON k r 0.c. 1 �9/7 t/Y MN. TNRFADEO "W�1 t/2' YML TXRFAOED W ORDER TO VERIFY THE ABOVE CONOMOK ULTIMATE DESIGN WOO LOADS DETERMINED Par ASCE 7-1a S C= IIFA9oH YN tttRrAOED � � //a2'' rl. TwiAom -11 //2t' IRIAT MATT �p(p \` 1 �� //2t yN. TtNwApso / PbE7MT10N AT WOOD PSl7MlXIN AT 9L10D SILAII eE FRmT REDUCED ro A s O. DESIGN wslD LMDS BY WITIPLY9F0 TIR)J BY ORDER To Mal IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE OUTN6 WALL a- k - o W,� PEIEIM7DM A7 WOOD ``� •PDEt1iAT,OM AT MOOD 1 '` O�IEIIMTION FCeTIM4710N MEANER ,, ; HUMMI I TO COMPARE THESE If/ MAIL (AS.0) DESIGN PRESSURE RATINGS SDICATED ON SHEETS 2b k 26, ANCHORS B SHALL ■ LORD DNOUGM TO N B2I THE MAIN STRUCTURE O[NID SUCH PANELS, ANCHORAGE � � U O`7 IN ORDER To VERIFY TWA COMPONENTS AND ANCHORS ON rink P.E.D. AS TESTED WERE NOT OVER STRESSED. A 3= INCREASE sHML K a MENTIONED N ) AND N ) 'O x / 'n' • t/4• 'n t/4• r'� +/a' t/P �. +/2' t 4 / 1/2' N � +/a' 1/4• W ALLOWABLE PKN FOR MAID LOADS WAS NX USED IN THEN ANALYSIS. FAS ft SPACING TO WOOD HAS BEEN L/ w.2 . _ LA- Cl- ' __ , - DETERMHM N ACCORDANCE MM N.O.S. 2015. (C) ANCHORS SHALL K INSTALLED FOLLOWING ALL OF THE REOOMMENCATION$ AND SPEDFWATONB OF THE ANCHOR'S _ __ ` --- /T` ) r ( 1 J %'. l r 1 2 a I -) % j• i , % _. I .-_-1 MANUFACTURIDI. �• , I +M"• ', I L 1 , ` / ` i1E0UNCo -- RFf%IREO _..._._. 7L.- '`; / �aF Yh I r N MW. I / / w000 IEAO[R 1 IRI1 WOOD IHCIDFA STORM PANELS ADEQUACY FOlt IMPACT AND FATIGUE RESISTANCE HAS BEEN VERM IN ACCORDANCE W iH SECTION 1626 OF o Ho w"' THE ABOVE D 7AS-ED CODE AS PER FENESTRATION TES17N0 LABORATORY. INC.REPORT / 2031, A3 1+R0'TOCOLS TAs-2o1, ' /DI, 11. T SMALL BE 111E RESPOISIeA1TY OF THE CONTRACTOR TO YERIFY THE SOLMDNFa3 0U• THE SRRUC711RE WHERE SKITTER TAS-2o2 AND TAs-20J, IS To K ATTACHED TO MSNE PROPER ANpfORAGE. tN6 BRIBER SHAH ONLY ■ATTACHED 10 CONCIIE'iE. BLOCK z d I i � I • i' � i j i L...___ I OONT a. TWS SYSTEM !NS BEEN pFSIpED To NX NSTALIEO oN THE ouTSCE OF T/IE OPENNO ACCESSID TIRE OPEFANO FROM THE oR MOD FRAME BIXLp/FpS. d y � -� 1 • .� ` f'iY .'.. I /T MM W/O THE USE DI A LADDER Olt LIFT. THIS APPLICATION IS VA D WHEN NSTALLATION B IRENOED TO M PERFORMED 12. THE NISTALIATCN CONTRACTOR IS TO SM/GALEN AL SINTER COMPONEN( CODES WHICH RCWN N CONTRUG, c r tvMYtoM I I i Vf I I lV FROM THE KM OF STRUCTURE. CONTACT WON THE BWDM4 TO PREVENT WND/PWN INTNUSION. CAULK AND SEAL SHUTTER TRACKS ALL NWIAO FULL CA ram- f ale, somamm(SEE 14L 1' 110OW) tTHA4s _q -_ - ,� PANEL LD+cm laL � ' ; r�NEL M � ._ � � PANEL ,EwetN w �� OtAes _ m wp ., ' J. SERIES 1000 MTAHE PS IS Or STRSUEUCTURE TO STOLE AND DOUBLE HUNG STYLE WINDOWS; M,EN I/SfALLAT10N 19 REOIARED TO BE l3 STORM PANEL NSTAlATON SNAG. COMPLY REAM SPECS NDICATED N TH/s MAWI4 F� AH• MADWO AND ZONNc 3 3 To RAN m RAW I cc Cm _ ' I .. _:_ �.1V' _.. I lD MIAs ( r Me". ._ - ' , (SEE NONE , Kl 1 PFAF'ORYFA FROM THE NSCE 01 sIRUCRIRE. y - IP ,v4� tDo,H E h R� t I fEGU ATIONS PROVIDED BY THE JURSDICU(N MB% PE1M IT IS APPLI D TO. AJ tD omnvc I •L• �. 4. SERES ?DDO MWAAATCN b APPLICABLE TO SNOLE AND DOUBLE HIND AND HOMMAL SLDERS STYLE WNC M MEN '-y to tA111F (SE NOR , eELONI = DA7 to /uet 'L' 1i1oi' /' MWALLATION rs REOLARED ro K PERFORMED FROM THE INSIDE OF STRUCTURE. 14. An" WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PMd POMM O7 OLAM aM Ware Pma LENGTH Wm14) 0 1/4'F-?DAt' (� i _ I CA° ° 0) •ELOWI 1J1'hapl ' ONO" PANEL LOOM�/,y ( +� 1 •CD"') 5. AL ALUMNAAt EXTRUSIONS To Bf 6D63-Te AAAY AND T[M►CR. (lR•A�E55 OlFE11WDE NOTED 1S. (a) THIS PRODUCT EVALMTION DOCUMENT E.D.) FM7EPNiEp BY THIS ENCAEER i CEFICRC AND GOES NOT PROMOS •� T JJ i ;s Y3: w��T-` e' ^- w elaT 1C Fg1C &L M.E. W \ +. -. l II01RW710N F A n i 1it1 (0 { -- ? �' -. 6. ALL ALWNW SHEET MEEK USED AT CLOSURES SFLALL NWE J105-Nt. ALLOY. OR WE SPECIFIC PROJECT: I.e. WNEIIC THE SHF CONDITIONS DEVIATE FICA THE P.E.D. E -"i MAID 'AIF G` q Nuf \ -.._.. 7/ne• r J/32' C -: I _...- (D) CONTRACTOR TO K AE6PDWAU FOR THE sELECT1o", Putoo E AND INSTALLATION NCLUDNG LIFE SAFETY OF G3 .- i i I(47 TAPCON, �vY \ -_"'Yr ._ 7. ALL SIM SEET LETAL PANELS SNU. FNYE STRUCTURAL DUALITY STEEL• ASTM A-6W ORDEE SO Wn.. GALVA IM STEEL THIS PRODUCT BASED ON THIS P.E.D. PRONGED HE/SHE OOCF Not DEVNTE FROM THE CONDITIONS DEMILED ON n- �- DESFONAST w vi $B.5 AN (AFTER Ro=). THIS DOCUMENT. CONSTMFC'ICN SAFETY AT SITE 4 THE CONTRACTOR'S RESPgi6NBR•TY. ��L ..-• _.-. PENETRATION AT = '_JY.-- _ T- Y'. . - : I f ' .� a ALL SCAM To K STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON/ STEEL AS PER DIN (c> INS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVKC IF MOW". • Ir- v -- i iYDICM of FUTE v -- ��1 '. SM Ill w/ Bo IW YIELD STRENGTH AND 90 MIN TENSILE STRENGTH k SHHA L COMPLY W/ FLORIDA BLXLOID CODE SECTION 2411.3.3.4. (4) ME SPECIFIC PRONEC S SWILL K PREPARED BY A FLORIDA REOIWCKO EWNEEN OR ARCHITECT WHICH wu ! ' I i �iR. I •' , ' ' I 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AS 304 SEIZES STAINLESS STEEL. WITH 36 Ixi MNNUM YIELD STREMGFN. BECOME M ENOtlIFER OF RECOILD (E O.R.) FOR THIC PRpJCCF AND TWO WILL BE RESPONSIBLE FOR tM PROPER USE OF THE P.E.D. ENGMHEER OF IKCOW. ACTNO AS A DELEGATED DWri4R TO THE P.E.D. ENGINEER. GALL 10. ANCORSS O WALL I AL a E ASKILI SUBMIT TO THISPATTER THE SITE SPECFX DRAY145 FOR REVEW. I (P) RECORD ORD TMA �B T� DATE AND oRKINAI. sEK AFRO SICIATUIE of THE PROFESSOHIAI. ENOMEER OF Y y - f,,. 1/4'•-1'AJ 1'S.S. Y.S. W/ ' t�t� - 1/4' TX 7/ ANCHORS AS MANUFACTURED AS MAN FA TURF BYD IE NC. (MAIL I . fe93 P-W.I.) a cow. COT. -__F / _... _ARED _ 1e. ti•Ip"O0"C'IT I 1 I rnN/ ` ' ' (WVMC) - - RAAILE ID ! PNEIAMTE PLUS ANC110R5, As MANUFACTURED BY aC0 CONSTRUCTION PRODUCTS. ACCORDANCE CE WITH S TIO SECTION 1OF FLORIDAar THE FLORIDA K PLACED MR EVERY OPO". � , 1 ; � ; /4" • x 7 •CALK INC. (MIN, rt-3000 ,L..IJ _ COM VISIBLE \ I.4 • 3/32 Iw16 _ ' I 0' 14 10 P ACCORDANCE WITH SECTION 17011.9a FtdBUILDSNO CODE. OI/EYUIBFL SHALL �" i /2' i wASAHFR (BEYOND) 1 ; I IIAWeR • 1f 1/2' O.C. /J: wI4 IIn .. _.-----_.. / ANICLMATE BUILDING coDE N ANCHORS. AS AIWLIACl1NED BY OEWMLT AT SRd1Y PANEL N i - ( i I YA-JJbO .ALL) t { 1_ _._1_-_.__J I i , 4Y nlFcal • 6' G.C. '; We** 3/Jr WIG NUT : I i �1 L!/r. ■ J/JY VINO NAT __-1,[�4•dP06U1P�OXw/�k r o.C. , .Y TAF0611 k r D.C. I ; 1. i , 1 MN. TNM/pD I i '' 1 i, I AT WN►K1Y EAIEDYDR OF TAPCOI ANCHORS INro POURED CONCRETE SHALL B[ Q J s AND a• FOR PANElAI11TE am)THItL- D l., ' 1 'I i - ,AO�°W0 ! I,r1 ' I 'i nCIF AT wwlmH I {h 21A• w00Qp�T 1 1 WASHO k 6 1/4• D.C. r.4• WOOD _ } l 1I ) FEMALE ID ! PMNELwTE PLUS. / I I ' f TE �_ 1. 1 _. U RSOUNWO ' +c RINSED 1 1 { NNSHIOR • (REYDAD) OF PlArTW" AT YOWCM - --J% PFLTRAT,OK AT WR■M I I , 14, {1 I '_ OF FIAT[ or Pur[ 11 WOOD ruT[ ROOD PLATE I ✓, I 1 L 1, 1 At) MMMLOA OF t/.•I z 7/e' CLLJQ-N ANCHORS SMALL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT NFD PLATE �. ;81�e 6 1 4. O.C. w 1 - - 1 f • I 1 4. O.C. W 7 7 --. I PERMITTED. R7)U61m ,W,MUR® �14-10 PA/ICANTE {�� �, �._.�J 1 I 114-w PANCIWTE ANY MATERIAL SHALL BE tr000 PLATE // PP:/6' P /1I' MIN. TINEAOED POK7RA>ryll•ON.. - T ' ' MK ,NIHGOED POKIMTC// , 1 1/4• h20 SS sIOLMWLIQ BOLTS USED s1M11 BE IDNG ENOLMII(sN01AD ANY FNWI MATETBK EXIST) TO fNOADC 3/4• WALL ATM, AT MCNDTN OF PURE ....L_ �. .. AT MOMM OF PLATE i �Y� j I INTO ANCHORS. AJ) N CASE 1/NT PRECAST STONE PRECAST CONCRETE PAAE.IS• OR PNICRS BE FOUND ON THE WS1U10 WALL OR !' SCALE AN' PANEL SCALE 3/6'-,•MEL SIGMAS 3/e'-+` PLDOR. ANCHORS sHIAL 8E 1.o11p ENOUGH ro R[ACM THE IMAM 9TRUCIIIE BEHIND SUCH PANELS. ANCHORAGE SHALL `�:' •VG AAtt1'H PAR ■ AS MD MW N AI) AND N A2). ••'• �A ►,....... EA p,. Tll (/r✓ (9) to mNralEtF M. ND. 44187 1.M !l�'••-`G�f( • i �wE 3/e•-1' 3 'J,GEN,&Q•'••'i SCALE J/e•.T' IFLORIDA /ULOW CODE 16 Velocity HurrlaDNs ZDm *' 't •�* iWRIOA BWLDLEIO CODE M h YW HurrkaR/ ion ,. IOTAl1ATI0Ars ARE DAAv WOAD FOR 9talDI49 WRN ASA OESIDIH tDADt • Vi i•10RIDA BUILDING CODE (High VN NurrloeM 2bTI - 1/4' • TAPCON ANCNOIRS AS YMILIFALTIIRW 6Y I.T.W. S1aLDE)L INC, ' UP TO .GAGA, -7LO PSF MD a,NELS LOOM UP TO r-r. ,NnI ILI= 4c SI�EEi � ,m6a tlltfa, lIG 2. PAIRR N oM "W vM%K K a ow0000 � 70 K toMTFIDLN * ; z P ) @LA' mow, Nst Ain • * '�-- - �•• oIIAAAI p: .116 OR NO.4 � * 20 CAGE OALVANO'.ED STEER. STOCII PANEL FP' '•. A7( 20 CAGE WILYANLT[D STEEL STORM PAlffl '• •000t K1m0. FIQ iP. NO 4 ?a DACE GM.vAlNtlp STEEL STORY PAIIEL oAii�IN i44,o XP 7A� vTE�FtNNANLEvwnw�T[ vl�s'�AN4woAs NiAcrQrAEa RnFcico coNsrnucTloN T. RNSTALWDNB ANE ONLY vWD FOR wtILD14s M,H ALSO. DESIGN LOADS it -� - „�/yip UP tD .5", -72.0 PW AND PANELS LENGTH LIP To e•-r. 1r :• - a/�� PRODUCTS (rm ito71 . i p/FIV'Ns ST PROTECTION PRODUCTS. LAC.s SATE __. { __ - AL PROTECTION PRODUCTS, U.C. -- - - - •,$ Rwr: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO K SOUTHERN _ '•• I L E C O IMe. °"` p7 17 L� C O Irw. L�AL PROTECTION PRODUCTS. LAC. oMu iOO�('�A•.• M0°IM,Mt``n°13n'�i`T PO4 NO. 2. w/ SPECIFIC Dorset OF 036 OR ODUA O' •.• OR10 •. M0°InMclwa°' .ro I R'31N. 3.� C•Ce:� :::'E K FL - "MM - pw ?.*it. (WAND-Tw. rAe tp4Ww'-op 20-T76 .h.`SD :"::: •4_ _ � � ,�Iw A�wA-a, A••Nw 1IWIs, /wM)lp-Ta0. Fwc RNXIUF-DIN 20-176 '� WW2..- N+O•� hNMI1rF_K7Ia. rAe dI4)tp-IfA 20-178 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1') (TOTAL WIDTH)-- --_-19.600• ([TfECTNE PA M)-- --- -- - -, ! 1/4 2. O.WI• WL TFNGI ' 21 .`� . U � TAP. AMU A-K3 l OFAM so boom ORAL AT LOIYAL A MA 0-60 oLW. 1 Q STORM PANEL 31 ► S END T ` w/ "DR" toot. �. R.amF• _ j ISOMETRIC VIEW DETAIL A ROLOM CONNER a ENDS OF' PANEL'S END UP W/ MEMARO EDGE (MT.S) - 1-.125' II I•--3• MOR.--1 Q7 3"n3"(Mgv,) ALUM, ANGLE O �"h'�� © ��D wU�K J13'. .1xi• � 125' 3.7SO- 2 f- r i P�. I .000- 2.000 fi6=.730- ! . ..3 j ._.._I t '� 128- 4O "j" Tit dC � PAgU © ZITS"(MaN.) ALUM. ANGLE i , 4 8061-TB Mum. ALLOY � LOBO• (TY10 1•--.7bo' STOP BAR II, LONG /063-T3 Akom ALLOv 3' Net• 2724 00 , •/24 4 ,�* OU MDAI 3 41111.0111) ,• OFIIGl1[ A„OIIOWS ��M. 3• YIN. - � {IK 'JCIMIIIS OM 911QT s) i 1• WL i SAP, ,n no ors �-�-Tyr - - - - • -. _ ... _ s i 1• !� WR FAAwL) r (NQBIdI ►MIN h"wYp1 1MIWy MIW�IOR M/kl) r T W X t• .7..r_r_-r-I-tyrrr• +-r-,-r (� Cl� MDR A A 4 td■ ' SE[ PANE ! >, 4 "'a"(CO PMAIELI) 4 SQ • � LLh�iillDlant b >i •L• • LL I • • • • a pp es [IT It ITII IIIII I I FT III -. T' _ H NIFRIOII PANElSI PMICANiS'(TFP) SNE NOTE 4 OPIUM. NOTE _ Y(AL nwit 104 A% CID ►MILi)A RON .MGxr. 3 ® • YJ sR SOCOdw O" WILET 2I OR IN w/ qt w VW PAND.(� A�yEp 'r • UST pA "RelS� To K MARLED AT wFA/CN • tNYNi AIW 1 K MMIOTYNO1C�OdO10wf/1'TVWAL ELEVATION FOR NNt IWgF W FAOtNAKTE MTIYATOiI - aflE REM OCO iP K IRi/U£D PMW - ON'C[ OF fI IF Wn3M k,Kj,RL FROM 9wMt AWOL or srRucnNc .DNS . , 1/1• N... GAP -owt -&Q) aw tpA11N SECTION a- ft" 3/M• - 1' NOTES(t). REFNTON of SfIMx tees: E - 2 MAID STORM PANEL SYSTEM CONSSTN0 OF PANEL + jB,M' � w 1� MATE PLUS ON I LONG (i). DII'SCIDN OF 4ESE5 2L1o0; E - Z WAG ROO STORY PANEL SYSTEM CONsrs11NG OF PAN0. + (2). ENT PANELS SFIML ALWAYS SE CONNETTF♦D 70 SAL MILL BY HME/VLs O ATM C•nt. TRACKS TOP i OM TRACK PANELWTES OR, F USED Y W/ IS LONG TRACT( AT WALL BY END I'AIEl.S (2). PAIE.LS STALL ALWAYS BE CONNECTED TO BOTTOM TRACK 0711ERMSE A STOP BAR SHALL ■ TOUTED TO Y/ 1 4Y-20a3 4 S W/ T/LLT,]/3l' SNHML K PROVIDED AT TOP Of SUCH PANELS. WNO NUT M 1/4'•-10A3 Y{n IRO TAPPED (�J EkCEPT AS (3). IF LAID ARE t"xtwAIEtTEo TO gOTTOII TRACK. rbFD10eTXN SHALL CON= OF OCMCF400 oN NOTE p) 1 4'h2�{' MS. 1Y/ 7/rIR3/J2 MRFG NFT OR ,/1'tlRya' W. TNtAABSQ%W (3). FOR CA9LS WHEN EN) PANELS ME 115[ JOINRY w/ i6' LONG T.(� AT T BOTTOM TRICK L TON a iAS7OEM3 MAY SE Ai OTHER OF TYO 1L EXIESOR FIAT FLANGES O tlD H'MEL BUT EID PANELS ARE NOT CONNECTED TO BOTTOY iRIpT STOP BAR (4). N CASE TENT TO PANTS ARE NOT CONNECTED TO IOITOM TRACK (N.4. A STOP BAR SHALL K PRINTED AT LOP OF 9UC1 PIVELS. rs ONLY 116ED AT TO►) Ai LEAST TWO PANELS SHALL K CONNECTED ro BOTTOM TRACK (4). FOR NbiAtFAT1oNS w1EN END PANELS N O SxK NTEDDR PANELS ARE DIRECTLY USID SPRIGS I1D101TE0 ON 710T[ (3) ABOVE. N SUCH CASE. CONNECTION Of PANELS MORiTED ro COS111N0 SILL WALL MEANS OF MPELIAA ONE O ON PANEL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION . %.Too PAIELMII/CSMAY KYFQRLOIYMO AT SHOW ON "U"A AITACWW 8r>F TR'AIC�K3T0/t2N•LL (b). SEE SECTION /', 3' k 4' ON SHEET 24. S[i ANCHOR SCHEDULE ON SHEET xi. MTh. EDGE DIwTANCE FOR TENS oAS[, OREI"Oft PANEL IAED Y ./ (2) COLS NIIN NOT NEED TO K CONNECTED ro BY ANYSUCH MEAAe. 11NCK SSSIIINNNllllll E gOiAiED .'`�•({ A. Ti((/r , THEIR OOP 1t NU By ADOCENT PANELS 1. LDT k RIaNI SIDE OF PANEL) NAVE INSj�{,{ATtON DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL MINTO POURED CONCRETE OR CONCRETE BLOCK tl101ri� WMwww 4 Wl�JI°. „ ,i--�,i /raawW� is .1 YAK- 1 ( I•'Mz Is F7R ,/IY 1' I d�MHIDN I �4 1• W lAd. t 1 I � r r• r aalAl sW1,mm aa�) WALL 1i1� INST• WALL MOuNTI�_ 0 aALt 3 t SALE 3�L/CtA2LLLMFFNyt0 -N/i D 8 �L 1n MICM,O1710Aw N6kANeAirs FOIL % E w Mla • (p ,AMA VQkP IPA A 7K N R(pA In 4 AA /OF7011• w� al 1aaD M L. IENn AeINHApM tYR s 7IIRT n. L,• - XTAN • Lill. - CM DGL.W WALL 1A- - ,• " I>*tOyl)wPn i Ora z 7 ps I WAIF Or �'{Q eM� P1MLT O"l+a o"'wRR"''t,MO ..1y L4• I yl,•.. 11 WW'/ij'/9wvb• Tr�� ar waW , 9KaA�)MA Cn�J L 4) =3 ICU L CL CL U CIO O L_ ■ � Vi Cu L m Lu Q z z _J a_ SHEET NO. SH 1.2 oewh* "(NEE -C" MEN OINK 1 =6 1 -a10119- +46A. -TELLS W OR LESS 2 911V SOL= - 70* OR LESS 2 7/9- 9OLYE0 • 4' At 4*111 =Zfng:} l0T10M OF5.5. WRJ IL * WUNUr AT OWgMAP & 491C OF PANEL LENGTH PANEL 11 j T." A I 2 1 _ 1. I .,�: yl ,: III! iT., ,Ml I:J7* �A ®� MASS" A.S.D. DESIGN mk4am ARCO= SPOM FOR L 0. 3 1/2' - APPILICAM TO new" 0 It ANY COMMUtfAM IS, THEM VAMMLW PANIC, Lamm IV 01) Pel"AW TAPOONS - pleaument raw" 0 PONUNn PLUS to Cm 10 =m 10 comemen to To comopm 10 cwxwm To +611D, -753 12* "/A 12* "/A 12' N/A I r N/A 1- 4 2- (TOP) 70" OR LESS 12' 51 1. 1. 8. 6* ON) -jiipo� MIA N/A N/A N/A N/A N/A 12 1/2* 11- 7' N/A 4 1/2' N/A 4 1/2- N/A 4 llr N/A 3' (70P) 12, "/A 12' N/A 9 1/2* 1/2' N/A 3' (BOTTOM) 12' N/A 12, N/A 12* N/A I/ 4, (TOP) L 12* 6* Ir a 1/2. - 12- It, 4. (surrom) * Larrem, ea G&O W. AS.D. , , PRESSURE tweia. A = OW Be FOR MCHM TYPE 4k SPPMG TO gi%UUAT&A INTO WOOD FMK OULOW ~- No" $"M me VPOM OK owma An emem a" THE 904DA.L FOR CA Will INN PlVgA= ON SOVANA FMO AMM VIM** Or KLWLVW IlPwNG SOON $*=" ITT INS FOUVAM FWMW om = SPACING OMM UIM FACRA SIONA INS OPCW*M 10 K POWRL M MDT 1= mumm SPACING ICK50M IN EACH memo TYPE AT 0. Amm" Womme OL) 3 1/3 P&MON4 10NONow 1 3 3,/1 4 ANK Ira "K ON" oom Jr Ilr . - I' + KWM 1A.. DISTANCE BETWEEN BOTTOM OF PANEL AND (D 10 BE. I/e Ft" + + KO MOAN DOMa BOW BOTTOM OF PANEL AND IZ 10 BE: 3/Ir 3/16• lr�_, U.. 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L--- CONCRETE ANCHORS DUSU4 ROQUM OF WALL OR SW CONDITION) (Sa SDOEXLE Ok SHVITS 9 THROUGH 10) 1 4 CONCRETE s"Em 9 1(BEE arcNmLLE�i( 0) CEILM Ali am MUIRTING W%I IN To) Um I- NO, (4--mV " WILL Itt .0 It wr *.t TO CLASS, a SCHEDULE ON r M.. PANEL LENGTH (SEE goom" PANEL UEHWH (SEE SCHEDULE MN. SEPARATION ON SE 3 FORIgW TO GLASIL a ON S"Em BE SCHEDULE ON SLEET 3) 9 ft to SPACER ON BEET 3) "XffnDQ_jj OF MAX. SPACER OF 11 U)W" tax, We :�111%_ CONCRETE ANCNOM (SEE SCHEDULE ON SWEET) V THROUGH 1.1), J 2 I/S- LONG MAIL ALWWKJM SPACES It =* O.C. VALID FOR POUKO CONCRETE RM BLOCK EXISTING POURED CONCAMIl ALL DESM AND PANEL LENCTNIS PER Smw I KUM". Oft ODNCREPE BLOCK FAUNW. MAX LONG Aeumillum SPACERS III ,all 1/2- O.C, (SEE TABLE 01 ON SHEETS 2 k 10.) BUIRZMU VOUNTING WALL MOUNTING AMECT MQiJMT W/SPACIERS MON :Em, I; wm,p •No. 44167 't STATEDIwc. 24 OW G&VANIZED STEEL MOW PMEL PROTECTION PRODUCTS,. LLC. Mee oNOW-FIL. 3XII4 %_V�t Mmel, =u_ INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL a) INTO EXISTING WOOD STRUCTURES V4,0 LAID SDRM 0 6. O.C. W/ TOW NO, "OWOM mxuxom 11w WOOD 1/4*0 LAG W/ "New WOOD w�-M. mm" LAC SCK" 0 Or O.C.W/ 10 DOOM W= WAOICIL OR ON EDGE NO, rAKA= maimme, 4 Cm #14.1' SLAII.S. . . - - TO LXIPM WDOD HEOM, FA DO OF W14! U.S. QD °ontWING -IZ4*. LAC Scorn It r &C W/ 4 O-K %*A, (DOE DrIAL 1/24 a =2 V�4* TRUSS I I TMLAM POCTW" • Ek END or ME us. 013r NOTT IA K W4 NW� Mw or EVENT T-1 (SIZ MINE. 1 4 41 gifti- &ALL POP FACT 10 th 00 OF 0 or EVERY IJ OVAL I/P It 6010 IBM "E� 70 SLASS, 7 12 To DUAL JFDCfh'• TUT2 7/w mw� EVERY OVULAP 9 ., _ +_ 00 To GLASS TO GLASS. EVIFY OVERLAP • .7 3 4'- 0 12' Olt 1 4*1 U =1PE NO K Him, THREAM C. NOTE 11 KLGOO) IT Ile- Oc. 1/4* LAC DC" • or "MIA Kigylj A- III TOTPLAICtt -7 OR TUT NOTE IA 11MAW) IAnT4`eyG in OR GN \ I GINO, "In 1 0 C, WALL MONO lblt� 11 "/4A.LAr SCKVS 0 r Ot-1/4-0 LAG =Wn OF r O.C. W/ MAW• 1% / $ i ', L4' hfin� I I on rm$*Am P(Nwfftmylm IT 2 1 1 WOOL PDKMTON ALUM&= \ ISIIgWDTN FIAT 00 ON tow I wm SCALE 1/4'.1- Z 2 WIWAM P.YE FLAT nAT ON ' COOK ALTERNATIVE j')N BUILEI-pi IN SOLLE 1/4--1- MINTING n=R TO GQ1jtjj MQUINTING ALTERNATIVE V INSTALLATIONS ARE INSTALLATH ONLY IWA FOR VADK'a WITH SCALE 1/4.1' 911" LOWS Ow up TO +66A. _75,3 DON AND PANEL'S UDIM UP 10 'Noo 13 a 2 FoRt NEW wow MAIN CONSfRVCMK wm mum" 10 K SOUTHERN; _11, A.!�t0 WALE 1/4--1 .0141, No. 2. W/ SPECIFIC oonn or 1156 Olt EDUAL OCEN, "'-. E FLORIDA BUILDING CODE (102h Velocity Hurricane Zone) No. 4 157 "m 'Kim M, rp Off SION10910 AND " rcA FI�MN LV It &AT TOP AS 20 GAGE GALVANIZED OR STORM PANEL mu 17 jec OAJPA�Oeo 'a SAM 0. I ::M = O=w IOW an 30lo kitALLAUN rm ON wwwoo STAT OF , GLOBAL PROTECTION PRODUCTS, LLC. om ALTEMATWK TW HEAW /T1LrE_C0..c \ IVOAL OL lop a mortom MGM*" CAN K CONSUL) IN ANY CONDITION ANCHO U= A'O p 0, YAW To SUIT ANY IIISTAUAIION. NO N1140-76", M. 20-176 oftam- "m : smum Tawn NOT DOWN root CLWM MIS►$Lft/s&WWW/D-w CA -am,' .,4 M em R talWmYrw EMME FAMUS(I � AT TOP OR RDTTOY wm uAm (1) OR (A) IS MAXIMUM PANEL LENGTH "L+" OR 'L-" (It.) 0 mkwo" ALLD. OEMN PRESSURE RATING (+ CONCRETE a mm"Are" t 2d0 ts,-D* 12'-0* Sao Is'-Q, I I *-#* 3120 W-*' J&O W-W 101-0, 40L0 to,-$' 01-4* .5.0 --no SOLD ado OLD 70.0 no r-j* Mao r-r no lram. Sao #'-t' 11-2* 81.0 100.0 1010 1110 5*_r 11P.8 $I -el, AROLLZAMSMMnTRUMM AT EACH DO 111TIN TRACn (3). M . a & DIRECT MM AT EACH DO* MAXIMUM PANEL LENGTH *L+* ON "L-' (ft.) 0 MAO" A.S.D. OEM (+ CONCRETE a 200 141-4, py-el, 2" W-101 fl*-r JI&O Fo,-r -to--r J&D 4" ao Sao 872- smeo r-o- no 11-s" ;-J, Ono I.,• no r-,. V-8, Sao no O.-J, Pao s'-p, 0-.f' SeLo Inv s'-J, S,-4, 4- 0 • mombdum S&AAAYM TO GLASS SCHEDULE ANMAXIMULENGTH M PEL (I") YAW SPEW 4 170 -1,11, wm SPEED 170 _oh - ummulaw" aftymmum LRSNlE8tRA9Nm meeremmm 30 on ums 1. 1, 11' 6 1/4' 133 TO 90 1. 1. 1 1/3- 7 1/2- FW: TO 145 1 1' I-_ 7 1/2- 7 1/2 , I Res 10 M" I, , I* I - 7 1/2. TOP BOTTOM Dew MOUNT 1. tr HEADS HEADER 1.51XIS, STILIC, ANGUE r* TRACK ­'..; AMU -g=L VW-. C= Dow MOUNT •1. 32' 1. Sr So. 50' I 3*XI.$' STUD ANGLE 3W xr 1. 1. 42' 1. 3r 'r, TRACK w 1. 1. or w 00 I14 w 1. 3r 3r ED. Sr sr ON-M&M-wN I w I_ 32' 1 32- 1 38- 60' 1 34- 1 56- 2'.4" PLATE WOOD ANCHORS (SEE sceema 1/4* SHIFT 11) 77 11/2'1 MAX. WOOD HE REOLOM MIN, le. SEPARATION TAX. ID (LOSS, DULE ME SCHE 1 PANEL LENGTH (ON SEE SCULE ON SWEET 3) I SHEHEDET 3) LL A, JUK RON "a amm else 7-0) Of -L I MAX. 1 12 112D.C. _A ON I Ll WALL MIOUNTGYRE ALTERMTIME I W SO" 3/11-1- 2/4 1/4. 3/4, 4/5, 5/5 & 6/5 11W16, 2W/6. 31N/7 & 411 I' MAN ---m4cwm (am somm" ON 3' VAX 0 T1- -1-7 - r- ­T -7=r--- jr,7--T-r--r-­T--r-rr_­1- T AS OXTED PAPELS IF 20m1 SEE MSE.S. BOLT IS AS / 1/40 / 0 0 &A. OVEOVERLAP(CTIONS APPILICAMILP 3: MAX [*1/4. 3/4. 4/ 6/5 1 , W/111, 2111/6, "i;wr8Ik4W/7 (SEE SCHEDULE ON SHEDS 0. 10 --J REGULAR STORM PANEL niELEVATION L07* N.T.S. /4- GAP GEN. aeoup -1 wom VI SECTION A -A N.T.S. OUNCES, L+; Mk*AN ALONAM PARED. LENGTH FOR A OMEN POSITIVE ASA COUPON WAD. L-: MAX ALOWABLE PANEL UPON FOR A 0A NEWIVE A" DESIGN LOAD (2) PWMM TO WOW& lWG1MU10 PMEL LENGTH: GIVEN A POWK ALM OEM LOW MONK 600M POft LOAM %-" FROM SCHEDULE CASH =TK m4itit2n" DEMWLUM IDIOM IL-1 rmm SCHEDULE FIFIN. IUNIL.e= To THE MOM MTUSANEID PANEL UMM KTRECM 'L+' AND %-*. (3) SEE KNECULE MLOIV FOR MON. PANEL LENGTH FOR POROSITY QUALIMCINION. OWAAAMM INTO WOOD AM UNITED 10 t 95 "t VAX &to. DESIGN PK== RATING 9. IQ 41, 11 no VAX. AAA. Dow LO= 6 MAX AM L0004 nm 1.44167'00101160'24 w TOF NA C 11L ECO.Me. GAGE WARM STEEL STORM PANEL TO. amm W_ GLOBAL PROTECTION PRODUCTS, UIC. 41110 snw "OIL. (n4)-16* no 0")"D-gm W/V/Mf WON, M 20-175 onow NO, OW 3 W is (Six ON SHECT 3) It 4 1/4 ax, I M.. PANEL LENGTH (ME A a! .SPACER SHEETSCHEDULE ON S"lie SPAM 7 1 or V LENGTH MAX. j Do V L -@I' MAX. LONG NAAMM SPACM 0 12 1/2' D.C. (ME T !OLEL ON sew 11.) SEE NOTE a FOR LWffATXM FOR P.L.L =. ANE" 1 1/2- LONG BLEM. (SEE smema PANEL MATE FEMALE 0 OR PANEL MATE ON 94 1 W 3) -PLUS (SEE timeouter ON **XT 11) Is WOW GLASS SEE 5m3X%E-- i PLATE WOUMM ON SEEM 3) 1 DIRECT moumT w/ seAW f WALE 3/8.1' 47� 0 12 1/2' O.C. SEE YZE&D ON SEEP I I FOR MAX. PANEL LENGTHS ED k DESIGN LOADS MR THEL INSTALLATION. *111m. t- WL OpAwam To am o" $MCI? $ aw 11111 10 t ' AS COMPOUNDLow As at OWWq ME We" (1) AN go" a 441L -0 1,4,1. (1) WA" slow mi6 wam a (3) III) inuumm wAs COLY MR wm zon 1. a a 3 PON AM I low-ft Wool) ANCHORS STAGGERED W/ STUD (SEE SCHEDULE 04 smm 11) J_ -Z RwowEQUIRED WALIL WOUnll 1!.BZCT MOUNT 2 ALTERNATIME 2W WALE 3/6-1- **NOTE: We= 0% ow ME I llr LONG M (1) IGMUATM IT LWM 10 A Wg NOW VAUKY WITH Ur-lr MR MEAN NOW ~ " 0 A MOOMM FROM AN KUM mmw MONNty mom ON aw sl� Go mmcwm am Tm :wovaw =wx,pova III on A, r-mmam"m PON is lIr " WWANS w 6 (3) ANAL SO OAK FINAL LOWN 8 LMM 10 W AMR CPO" mannow FROM mm Fma LUMB MLOM ON swerr 11). CQI %1r t" WAM CWMW 01A OKL K 02 Of VW L I=Lnxmm 01F. 12 ONLY Z Low Wom 0A we WAD 3 AS MVWM IN ASIM E-"ft $WON NO TO[ slaa (701% EMM OF INS FLOINA OULOW em gLwz&-Nm (C) - - __IFIC -ItAMD1 I 2 R -.1 11.1tINIUILDS. 1. STORM PANEL DOCUMENT (P.E.C.) HAS KEN VIEWED "m COMP LLANCE N ACCOFMAWA Te" 1/4.0 TAPOON ANDOORS. AS MANIP RED INC. WITH THE 2020 (7(h EDITION) OF THE FLORIDA WLCM CODE. THIN STORM PANEL STALL NO K INSTALLED AT HIGH 114-10 PANMMTE FEMALE 0 AND PAINIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY MMWANE ZONES (WM-OW / =ft= M11 *0 SCREWS PER N.D.. DESIGN WIND LOADS SHALL K DETUNNO Of THE ABOVE MENTIONED CODE FOR A BASIC wwo ;/ /19*0 . 3/8* WOOD KOOK. AS DISTRIBUTED BY ALL PONT SCREW. BOLT A SPECIALTY CO. SPEW AS REQUM BY THE "ODCT*N OM STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIOWITY FACTOR KD-0.55, USING ASCE 7-16 AM SHALL NO EXCEED THE MAXIMUM (ALS.O.) DESIGN PRESSURE RATINGS NOICATED ON SHEETS CA) MINIMUM ME40ED PENETRATION INTO WOOD OF TAPCO14 MOORS SWILL K 1 1/2- AND 2- FOR CLOO PANELMATE PLUS 3, 9 TIM 12 All 17. 18. AND PANELMAILE FEMALE IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOOLOS DMMN4M PER ASCE 7-10 SHALL K FEW REDUCED TO ALSM DEMO POESSUM RATING BY MULTIPLYING THEM BY 0.6 OR ORDER TO COMPARE THESE W/ MAX. (A.S.O.) C.2) M&OAN MMAOM PENETRATION OF LAC SCKW. INTO THE WOW FRAME UNIT PULL K 1 1/2-. NO THREADEO DEMON PRESSURE PAT*C$ INDICATED ON SHEETS 3.9 THRU 12 Or 17, IS PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, IN ORDER TO VERIFY THAT ANCHORS ON INS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33Z INCREASE IN AILLOWAKI, SIR= FOR WIND LOADS 03 SEI USED IN THEIR ANALYSE. FASTENERS SPACING TO WOW HAS BEEN DMOMM IN C.3) WWAUM U" DISTANCE OF LAC SCREWS. DOM WOOD SKALI. K AS ININC47M IN THIS MWOC ACCORDANCE WITH N.O.S. 2018. STORM PANEL'S ADEOVACY roll IMPACT AND WIND RESISTANCE HAS BEEN VDIVIED IN ACCORDANCE WIN SECTION 160111.1.2 OF CA) WAMW PENSTIVITCH OF WOOD OUSe" SHALL BE 3/$-L 1/4.0­20 SCREWSUSED SHALL K 1 1/2" LONG Moamum M THE ADbKWO" CODE AS PER AMERICAN TEST LAB OF SMITH FLOM" REFORMON14.011 AND #0219.02-00. AS SHOAD STUCCO EXIST, AND I* MINIMUM MR WALL3 WITH NO STUCCO, PER SSM 1 2-0111 At ASTIO E 330-02 STANDARDS. AND MMW-M TESTING LAB SOUTH FLORIDA REPORT 11123DI-10 AS PER TAS_ 201 AND YAS-203 PROTOCOLS, 40 AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1804 OF THE C.5 IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS STUCCO ON WOOD BOARDS K FOUND ON THE WSTING PANELS. rLo" sukom coot WILL ANCHORS SILL K LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL K AS MENTIONED Let CA). C.2) A, CA) 2. ALL ALUMINUM STRUSIONIS 10 BE GOOLI-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE %M 2 (Q) M4CHM WALL K RISTALLED FMLOWOO ALL OF THE KCOMMOMraG AND SPECIFICATIONS OF THE ANCHOR'S MOMFAMMR. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL MOVE 3106-1414 ALLOY 5. PANELS MAY ALSO Be INSTALLED HMWAUY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 5 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL AWN A-053 GRADE 80 kooww. 4-80 GALVANIZED THROUGH 5) EXCEPT THAT H&OSS 0 0 0 SHALL NOT BE USED. STEEL DESIGNATION W/FY- 22.2 k*1 (AFTER ROLLED). 9, IT BALL. BE THE KWO"SOUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE. WHERE SKMER 15 TO K 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION "WANT COATED WWI STEEL AS PER DIN ATIACHED I()ORWRE PROPER AMCHOI THIS SHUTTER SIMILL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD MAW OLRD04M 300;8 W/ 50 WO YIELD STRENGTH AND 90 k8i TENSILE STRENGTH NO SMALL COMPLY W/ FLORIDA SULDW. GOES! SECTION 201 3 3.4 10, EACH REGULAR STORM PANEL WITH L04CM OVER 90'. AS PER SECTIONS 1. 2. 4. 5. 8 AM ALTERNKTIVES IW, SIT It 4W ON SHEETS 4. 5. 6 A 7 RESPECTKILY; SHALL. IAVE A LEGO&I AND READILY YAOX MARKM MTRUCTM OWNER OR TEHANT TO 5 DOLTS TO K AWN A-307 GAILIONNAM SIM OR AM 304 SERIES STAINLESS STEFL WITH 36 ksi WBMUM YIELD STRIENOVIL SECURE PANELS WITH APPLICABLE REINFORCEMENT OLVbK PERIM OF HUMCAM WARNING 7, AN04OR5 TO WALL SMALL WE AS FOLLOWS: 11. THE WMALLATION CONTRACTOR IS M SM/CAJAX ALL MIUM COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE MADW TO PREVENT WIND/RAN INMYS40M. (A) TO POLIRMcONCRETF 1/4-0 TAPCCW ANCHORS AS MANUFACTURED ITT I.T.W. OUNIDEX, INC. (Min. V­M92 p..',) 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DAMPING PLUS ANY MALONG AND ZONING REGULATIONS 1/4' 41 x 7/4" CALK -IN ANCHORS, AS MANUFACTURED BY MINALT ft. PROVIDED BY THE AIRISOVION WHERE PERMIT IS APPLIED TO. 1 14.0 1/4' SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT 0 SPEMTV co. (w. I. -,wOO P'S.I.) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY INS ENCINCER IS CENEPAC AND GOES HOT PROVIDE WFOMM" 014- 1 0 PAMELMATE FEMALC 0 & PANCLIANTE PLUS MOCHM. AS MANUFACTURED BY ELCO CONON STRUCTIPRODUCTS. FOR A SITE SPECIFIC PROJECT; I... WHERE THE WE CONDITIONS DEVIATE FPDM THE P (.0 1/4'0 ZAMAC ALAILIN MX'MM, AS %MANUFACTURED BY DEW&I . NOC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE 00 INSTALLATION 0CLUDING LIFE SALIM Or INS PRODUCT AS) WNWW EMKOMENT OF TAPCO" ANCHORS WM FIGURED CONCRETE 94" SE 1 3/4'. 2" FDA ELCO PAMELMATC AND SASED ON THIS P.E.D. PROVIDED HE/SHE DOES ACT DEVIATE FROM THE CONW04 DETAILED ON TONS DOCUMENT CDMnVXTM SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOUTY. 1 3/4- FOR ZAMC WAJN ANCHORS (c) THIS PRODUCT EVALUATION OOCUMDIT WILL BE CONSIDERED NNAUD W MODIFIED. A.2) CALK -IN It SOLID -SET ANCHORS SHALL K rMKODED 7/6- INTO THE POURED OMCAM NO EMBEDMENT INTIV, STUCCO $HINLL K PERMITTED' 1/4' m­ZO SCREVIS USED SIMILL BE 1 1/2' LOW MINIMUM SHOULD STUCCO EXIST. (d) SITE SPECIM PIRCUIECTS SAKIBE PREPARED BY A FLORIDA REGISTERED ENCOIDER ON ARCHITECT WHICH WILL BECOME THE AND I' NORMAL FOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREWS OR ALL TKWMED SCREWS W/O HEAD. CHIGREER OF RECORD �j Oft=0=0 SWU FOR THE WILL BE RESPOR OUT WITH WING NUTS PROPER USE Of THE AS A MEGAYW ENGINEER TO THE NG�= P.E.D.ENGWEER, SHALL S~ TO THIS LATTER THE STE SPECIFIC DRAWINGS FOR REVIEW. IN CAN THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD DOMM K POUND ON THE MINING WALL OR FLOOR. AN04ORS SMALL BE LOW END" TO REACH THE MAIN STRUCTURE BDOO SUCH PANELS. W THIS P E.D.SIALL BEAR THE DATE AND ORIGINAL SEAL. AND SIGNATURE. Of THE PROWESS10144L M04ORW SHALL K AS MENTIONED IN AI) AND IN A.2) ENGINEER OF RECORD 11-M PREPARED Or (9) Go"am Sea Id. SHUT" MANUFACTURER'S LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION AT STORY/4: Firam : TAIPCON ANCHORS AS MANUFACTURED BY 1. T.W. DOMILD", INC. PANEL SHUTTER IN ACCORDANCE W" SECTION 1701.2.2 Of FLORIDA BUILDING CODE. ONE LABEL SHOAL K PLACED FOR EVERY OPENING. LASELING TO COMPLY MM SECTION 1709.9.3 OF THE 1/4 . 7/8 - CALK -IN ANCHORS. AS MANUFACTURED BY OnVALT, INC. FILORIOA BUILDING CODE. 1/4.0 X 3/4' SOLID -NET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPECIALTY CO. 014-10 FAINELMANT FEMALE to AND PANCILMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION elm 1/4- 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY 0111040, NC A. TI 9.1) "JULNO OMMENT OF TAPGON ANCHORS. ELCO PANCII-YATES AND ZAMAC NOLIUN ANCHOR. INTO THE FLORIDA BUILDING CODE (Non High Velocity Zone) BLOCK UNIT SHALL K 1 1/4- cons CONCRETE SOLID -SET ANCHORS 94A%,44 9.2) CALX-IN SMALL BE EMBEDDED 7/8- INTO THE ill= UNIT, NO 7 24 OW GALVAMM STEEL STORM PANEL to. w VU000 SMALL Be PERMITTED 1/4. 0-20 SCREWS USED SHAU K 1 1/2- LONG MINIMUM SHOULD ow. I/w/� - AND I' MINIMUM" MOLLS WITH NO STUCCO. STATE GLOBAL PROTECTION PRODUCTS. 0.3) IN CASE THAT PAIDOW STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WWO WARM BE "tolill 4m It., 11 rnw Deffil. A. 3,131. 20-175 mm" "stemm-na, m LwmyMw­smTT OWING WALL ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE SCHIND SUCH AWADFACE $HIALL BE AS MENTIONED IN 9.1) AND 114 92), HOW aAw'F AN` CA-GOMIO "IN Itetm" h Ps ILO.'sollMmw/Wc Mrlm WAS L70 & i- INSTALLATION INTO POURED QpST mcw Kg.Rm DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK W -PINGt Co OGWIED CONCRETE ISLOCK in STRUCTURES Do "COUNED, nmumtm TOODURCO* CONCRETE ANCHOM r (SEE(SEE son" ON SHM73 IN THROUGH 10) 2 %=rPRED 0. I Cowmm Koq 4-MIN ON 1/4' 1/4' h,,,,,, Commw SO#WJU f Lp SIP. (SM w SHEETS 9 Tee"Gum io 4- E.O. F - m SEpA"T" TO am. A EXINTID (SCET504EDUU No. 1 (M SCHEDULE ON SHUT 3 ON SHES 3) PANEL LENGTH SCHEDULE (CO 4 I MoNGTHIICMOLAE I SHEET 3) 1 . PANEL LENGTH POLE ONNEL CONCRETECONCRETEANCHORS (SCE SCHEDULE ON a T (Sm soma (ME SaNalua ON UM 3) 006 SSW 3) SHEETS I THROUGH T" OF 4 wu OF V - A MOUL L t � E.0, E.D. cc 1 HILM, am ON /4`0.1. w/ CONCRETE m =T LO slareet 0 THROUGH 10) ONLY WHEN SOLID Zw"t AnEN SMT1NG POURED CONCRETE CONCRETE BLOCK ALTERNATE ANCHORS ffi A. REQUIRED. AK USED. (DEC ScHOULE ON stem I THROW" 10) {SEEScHECOULm: ON gem 0 THROUGH 10) BUILD MOUNTING 39E CHT K) N I wiweffm WALL WOUNITINQ MOUNT no' g.L.,• ONIN FLOJI BUILDING CODE (Mon High Ve�Wlty NWAaOno Zone) E.D. EDGE DIStANCE NOTE FOR COYBI4TLt10N Of SECIM: 10.441 : IS, 1% STATE OWN amm Me. 24 CAGE GALVAMIZAD STEEL PANEL GLOBAL PROTECTION PRODUCTS, LLC. rp ova ft W/Vtam am. (SEE SCHEDULE ON TOP & BOTT06A MOUNTINGS CAN K CA •A. t0A Saw&*C LW 61 Dam 4 SHEETS 9 & 10) IN COMBINED ANY WAY TO SUIT ANY INSTALLATION. ..... ..... 20-175 or In 4,wr SEAM WOOD ANCHORS (SEE sceemu OH___ SHE" 11) ­2" MSALE TIME 00 ANCHORS I .11: SCHEDULE ON w 11) 1/4- ALTERNATE wow A (SEE Sominuut ON SHEET 11) _L_ MAIL PANEL LENGTH (SEE SCHIDULE ON smw 3) Ai) 56X 0 or MAX 0 12 1/2* D.C. 1 I WOOD DECK REOUIRED sm NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING MJ) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD - MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL- WOOD AMCHOR$ (SHE SOCRELE: ON swu 11) IN F-@ is /r a& Nk- T TO WL SEPWT*N CLASS� i ; MAX (ME ScHmmu: ON sew I L* PANEL LENGTH SEE SCHEME EX ON SHIEET 3) or V Q-6 a +Ivr 2-.4- WOOD PLAK REOL4RM ANCHM ON SCHEDULE SEEK II) OU12-OLff MOUNTING ALTERNATIVE 4W (D co > 0 C Cu .6., 0 -0 a.F Cn (D C) 0 0 c 0 Cu = .0 CU U- 0 > ul E Cu 2 0- _E CIO .0 402 -6-0 cf) CL t*%d I I C= K ;N. LAJ CD ftr- C= cc C-) o= 00 C= C= a. rn er'l C=J' OU CL. C= GO; CII DO _1=3 C= li to E C:l W CD (D U) Cu 0 L_ CL CL =3 CIO 0 L_ C/) m cn cW z CL SHEET NO. SH 1R3 1 1 1 VAwEs' 1 g) 10 OR mum tocam ri 02.0,H10•l lN1w[oo rAM DO d• . r , der E,W H-,...Q(1 rawimo 4093-T6 AL,LO/" COW All \ I _2 1/2' TAPCON 0 9'4 a 1 E/P _.J _ Yln. t• POUT® COnpi[TL'. p�1�9(1L SLOW OR YN• e00D /MITE-; POIA1® 1 6 1/4*. . 1 a/4• W0011 R[OIAED om W , L-4 OR® AIONR . ,2. 9.e, 7 -.. RBAMNI L My A VA2 1 1,/r IXN 1 ._O l a 1Y O.C. VARWS t r. r :.OW A L37G LOCAINN 1 i i r 4LN m< L e133 DW 1 ALLOW,6 Mftg OR 1 LOTS' a,N-HNH SNOT , '1•--,----- '-) MIOr AIM. ow PUG[ OBTAINED•(-= 3101 1', SM-TO Al 2- aw. Alum. Amu1� ,/4 ---- --- "--'� III- OAP 1/4-. Sol `, .• • AW A 1r D.G 310e-N,4 OR s0s3-m ALUM � W/AOMK C. Ara AI Z CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SAME 1/4•.1- SCALE 1/4•-1' SCALE 1/4'.1' SCALE 1/4•-1• ---- V,-1 w rAaiQ w � Pat6,m COTTONS . ,au d f D A/D �'P, TaroM a Pwetwa PLURH6¢ 1.aN ` ePOURMNTe •Loa aArNs 1 I ® on 2.4F, WOOD . SAES OF OPO No 60NOMY oN NN[Ta a, ,--- - . OVERLAP K*foNo t1000 FTeeN r MM ` WHILE Kamm K A "'Jau I w A „) me" WIDTH) �Wo 2 Ttlm nMAx Rt1rlrNo 1 13/4* IRO.. ! MVBEa 011 1 1 t / M� (� �RENr NAG10ND FWVLLEL iITONf A,1_�� w" Dom cwcw DID wwwx I.D. DISTANCE CASE G (PLAN) °.YO..WT tiS YM,OO, ,11��'p ••:• •4/f SCALE 1/4'-1• w • r 4.G 3L: •''�jCEN ''•.',{P VALID FOR DIRECT MOUNT •NSTALIALTKN4 Ow 0t CERIVEU PANEL INSTALLATION AT WALLS All No. 44167 SURl LEVEL VARMDONS WITHIN 3/4- * FL.ORIDA BLNLONNG CODE Non Hill vwl Iluffto Z_ CASE E (PLAN) CASE F (PLAN) N3MD 1Lm3A 24 GAGE GALVANIZED STEEL STORM PANEL " SCALE 1/4•-1- SCALE 1/4.1' �.r,;. �IORLO�'-: ;i� LRNN N (VAUD ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7) MAX. A.S.D. DESM PIW RATING MAXMLRA ANCHORS SPACING FOR EA. - AS SHD9N ON $HIM 6 A 7 APPUCAME ro A= OF TAD/ MMyOy .L. (R.) TAPCON W SCREW PANDiALtE FEMALE D ►AELIM7E PLEB 11000 gUSNt1G IF IF IF it W ,3' 13• 13' IF ,r (BOHia10 6 t/Y 6 1/2' 6 ,/3• 6 11r 29 CHIP) 61 4' , 1 2' 2 6 , 4 / M (BOIL!)s.e' Ill S• -CHIP) 00 LESS���SITe •• e 13, Ir• _ -4a UDU 1r IF 13• 13"OR K1/2- Ir Ir 13' 6 1 13• IF tr r IN (wn" 6 ,/2• a T/r 6In• • 7nGOP) - s 1/4• ,2 tn. a t/4' (BINS.•) > TO TOts'-a• 4' 6 1/3• { T/r - RIP) 4 1/2• r 7• - 3a (WTION) 9 t/2• _. 12• /r 4' (fill • SEE TABLE +1 FOR MAX. A.S.D. DESIGN LOADS t MAX. PANEL LENGTHS %"D4 SPACER @ M USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 li A.S.O. DESIGN pRATING otEssm COLA,•) MAXIMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON *U, 6 ! 7 APPLICABLE To All Ir THIN LNNMAA IwAWl LENGTH TAPCON LAO SCAM PMEUMIE P7]MD PANEIl1ATE PLUS wow 6USDD IF I3• 13• tr 13• it IF IF r IF r IN (eDr1aM1 e 1' n 4 t • n 6, • 0 1 • n 6 I n• 20 COLT - 6 1/4• 12 1/r 61/L' (GOT.*) F- r 7 1/2' It. e - f OR LEST or r r - 7eroo7la+I _ --Ir IF 13• IF 13• (LOP) •ro-45 475, -75 _ 1r 13' IF IF 13' ) IF 1r is, IF IV Nval IF IF 13• IF 6 Ile IW (•OTib10 61/2• 6 1/r 6 1n• 6 11r 6 1/2• 0" a 1/4" (Bon!) P 41/2• b• 7I/2' 7 I/2' - (TIP) TO r-a' a• S 1/2' r a- - 30 (60TTCLL) IF 12• 13• IF 61/2' (MOP) tY I Ir 13" IF Ir N • SEE TAKE /1 FOR MAX. A.S.O. DESIGN LOADS Be MAX. PANEL LDIG HS WHEN SPACER 0 IS USED, OORRESPONll ONLY TO ALTERNATE 2W ON SHEET 6 TAKE &I A RSA. DESIGN LIDNITH 40 PSF OR LESS 6'-e- > 40 PSF TO 60 PSF 5'-2• > SO PSF TO 60 PSF 5,-10- A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE WAALE ID OR PANEL IRATE PLUS ANCHORS t All gprj(,)BI6l 1/2. O.C. INTO • 1 CONCRETE OR CONCRETE BLMKSTRUCTURES CONCRETE r% 5 CONCRETE GLOM ✓!% ,-A) • ! F� -1/41 � 1 V1%%M n I 16A, •LOL7I 1/4•0 PMM1UM E ANCHOR a 12 1, Kt *SM 16 A ,6 PO,T M MK TYK a VACM FO WIDLL4„E,M Wo N000 RIME NMD•MS MINIMUM AN:wWI aMWs AND W M- IM NRAMM AN NOPOM ON TM 604111 TO EO LOW TWA wwo DN [DNmut mu No" spoon el Mulpt»M SMOIM Iwo W som" A THE FOUAWM PACIOR6 to WY aPgw= To K POMML AIRS M YAWN ONLMIm LINO W10111 SMALL NOT K LIS WAN mmma Shm" m aIm MR FAOH AMCIIM TOME ON DWI SCAM Z. ti/aaN VWAIL ANWM aMEN Oy 3 3 •ANON 0-ft BIJ A 3 s 3 1n aetAraaAN ammi MALL 0.) AMK i o 4 sm now „M aa6 - u+ 2 EKWPM P CONCRETE CONCRETE REMA*M ,/4. PANELATE ANCHOR (BEYOND) will V ++ is /6 r i �4 (VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 t S) INN. A.S.D. DESIGN PRESSURE INXe1NY ANCIGI6 SPACING FOR Mel ED. PLR SCHEDULE g[LOe S MAO" LENGTH MAIL AS.D. PREESYLE BLUS RA MA MINI AVON= SPACING FOR MIN ED. PER SCHEDULE 90LAN EP•LICMU ylpyu, IEN01N (R•) TAPOW SOLID-= 1 USN ZAW-WHIM CALK-M � TAPOON IOTA-WFlwA 10 JAhmi MAIM WJt-M t �t. m 'a A A L 110N (W THEM(A.i opiwAx A Am m amm OF INN or � -46 LEAS ,r IF ,r u• u• u' ,r IF IF IF IF u• 6,_6• Olt ua 4 �-0 60.-w1/2-. IF IF IF ,3• IF IF ,r +r IF IF ,r 11 1 n , pa► 6•-{• OR LEN IF IF IF 13• 1r IF IF IF ,r IF IF IF I (NOT10M) Ir tr IF IF IF 13' 13' tr IF tr IF it 1/2 1 (BOTTOM) Ir 13 13 tr 13• IF IF IF or IF it IF 2 bo►) IF IF 13• IF it 1r IF IF IF I 1r 11 1/2 2 (SDP) IF IF 1r IF 1r 13• IF IF IF IF IF Ir 2 (Bann IF IF IF IF 1r IF 1r IF tY Ir 1r ,t , 2 (WnOhO IF IF IF IF IF IF IF IF IF IF IF IF 3 (TOO) ,r IF Ir tr IF IF tY IF IF IF it t 1/2 3 (�) 12 , 12 1/2 6 I/r 6 t/P 12 t 12 In - - { I/P { 1/P 3 (BOSOM) - - 2 1/2-12 t/Y 4 1/4• 6 1/4' 2 I/2 ,x 1/2 - - 0 t/4• 0 1/4' 3 OPMO r e r r r r r r a• r e• 7 ,n' • (TOP) e a 1/r B r r 6 1/2• e• 7 t/r r r r r 4 (1011 r 4 (Ronal 1' - r - r - r - r - e - 4 (ga"00 u• u• ,r IF IF ,a• IF ,r IF ta• ,r u• a (Tao) s• ,r Ir 1 u• ,3• ,r IF ,r I IF IF I 1/: 6 (TI►) U• A' IF ,r 13• IY 1J' 1r IF IF IF IF a (eDTia17) /3• Ir IF IF IF IF tY IF,r 13' IF 11 1/2' a (BOTTOM) IF IF IF Ir IF 1r _..ir IF IF IF IF IF 6 (Top) IF IF IF 13, tr it IF IF IF 1Y IF 11 11r —1/4' 9 (TOP) _ - Ill 6 Ile-11 1 4. 4 1/4- - - - - 6 1 4' 6 1/4• 6 - - 4 1/4' 4 1/e • 14• 6 1/4' - - - - 6 1/4• e 9 (1 Ir 6• IF 10 , lr r 1r r 7 1/2 S 1/2 IF 4 in , lei, ID 14-4• IF r tr IF ,r a ,• IF 4177177 6 Ile IF 6 In 1 sV-V TO r-r IF 7• IF IF IF 9 1/2 IF 9 1n 101/2 7 1/2 IF r I (WOTION) ,r 7 1n• IF IF IF IV IF to* it' r 13• 6 I/2• t (BOTTOM) lY 6' IF 10 I IF r IF r 7 1/2 6 1n IF 4 1/2' 2 (TOP) tr 6• IF or IF 6 tn• IF I I/r 9 ,/r • ,/r 13• s ,n• 2 (MO') IF r IF IF IF 9 1/2 IF 9 1/2 1 to 1/21 7 ,n IF 6 11r 2 (BOTTOM) 13• 7 1/r IF IF IF t0' IF ,0• 11' a• 13• 6 1/-- 2 01DTroLO IF Y IF IF IF 9 1/2 IF 9 In to 1/2 7 1/1 1T 6 11r 3 crop) Ir 7 i/r IF IF Ir Tr IF tr it, r IF 6 tn' 3 (Tall 12 1/2. 12 1/3 6 1/4' 6 1/4' 12 1/2' 6 I/e - - S we 6 Ile 3 (BOTIa60 - - P2 11rl2 1/2 6 1/4' 6 1/4. 12 11r 12 1/2 - - 6 t/4' 0 1/4• 3 MOTION) r r e• 6 1/2' 7' 3 1/2• r 4• ♦ 1/2' 3• 4 /n- r 4 (Tor) 7 1/2• Y 6• 6• r 4' s• 4' 4 ,/I• 3 1/2• 6 1/2• r 4 (TOP) r r r S' a 1n' 7 1/2' (Wort) a• r 6' r 4 In 7 1/2 (BORON) IF 7- IF IF IF It 1/2' lY 9 ,/Y 10 ,n 7 t/r IF r m" IF S 1/x' tr IF IF 1w IF 10' it. r 1Y s 1/21 6 (TOP) U' IF 9 1/r IF 9 1/r 0 I x 7 I/2• IF a 1n• (W"MO 13• 6 tn' lr IF IF ,r IF Ir Ii e• Ir 6 ,n• 6 (BOTTOM) IF S' U• ,0 , 2 /3' r IFr 7 1/2' a 1/Y 13• 4 1' n 6 MM IF r tr 17• ,3' a 11r1r 6 ,n' • I/Y 6 1/r tY ! 1/2. 6 SDP) f l 4• 6, 4' 6/ 4• 9 1 4• • 6 1 4• 6 7 4' 6 1/4• 0 1/4-1 is 1 4• 6 114 6 (SOTi.•+) 6K OHM 11 M ACMNs WK A SAWM FOR NZWlAMM Nro NOOo MAC SI&MM • MWM ANCHOR PACOM AND tMMRaA VDK OWtOM AK ND04M OR INN 90411 FOR LD. I= OMIT #fMolit9 04 STIMU 011 AIIOIOR WOW al ARATPLwM SAWN 6HOW ON 9a m1AE K UN FOUAppa PAc/oAL IN WWI OPUMOM TO K NUML A111RM VACaA oWIM16D ON mm DAL NOr K L6K 1NMN w^lm WrWM Sawa roe TAW aM0110R rIP[ ON ,Lai OOMut NYIOdI TOE 1/4. Ile. 14. I/4-0 1/4. 1/4. ON" OPONI INN►-M VA94- MIM low" ANCKM WOO Qa) 3 3 3 3 3 tM 2 ,n OVIONU TCIA OAJ 3 3 'Irr 3 3 11r3 eRAF106.od SOa 3 3 1M 3 In• 3 ,/a a rM + ncNLBE LID. Dr1gDE im - - - -� 0..3 +AD 3"T t.4D » SPACINGS ONLY MM.ID WHEN SPACER B t1 % SEE /1 FOR VAX. ASM DESIGN LOADS t MAX. PANEL MIEN 1S USED. ' M&LfL A ASA. OEM LOAD N M,NPAH L 40 PSF OR LESS Ill > 40 PSF TO 60 PSF 5'-2- > 60 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE Ohl VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2. O.C. �_....__..__-_...__. _...-.-_..�...-._.ANCHORS (SU SECnONS A ALTERNATIVES ON SHCEIS 13, 14. 16 R16)--.........__ �,- -_ 3 MAN. R-1y13, R-203. R-m/1,4, R-1B/13, R-"/13. R-3G/14, 3• MAX. D.M..QY . l R-11AW/16. R-2AW/1S. R-3AW/16. R-11W/16. R-2RW/1S. R-300 16. 1 or --- - r --------r--- - ----- I t 111 - I I L%2 1 4'e-200 S.S. BOLTS W, 1� t S 1 I 1 (USE FOR PANEL MillIENGM t , t K 'I j o1 I OVER r-e') PANEL LENGTH 1 1 1'RLYAlU1R STORM PANEL I ' REYI" PANEL j I r-r a 440.0. -40.0 PAC (W/ OVERLAP MD PAWL LENGTH BOLT) �I I r _ D -e • ME) 4 L { OAttTY�aHM 1 Al/LL W. LIRE i I 1 I 1• ! i 6 (■ro oIADBAP MD PANEL LENanH SOU) t - � t I 7- r t A ? TIll"mNNE T-r ML PANEL LENGTH I_ 1/4Y-20N1' 1 t AT ALL MONIIGS - ; S.S. BOLTS W - T AT . OVE70AP 1 1 i I I I I T I i I + f �I T i i 1 I I i t T t i 1 - i F - --� �-`- - ±t 4' 1--- - I 21 Moll Af3fub ` - i t- T I j ,' t j i TOH • UIT SAFETY'+."I` 111 _ )- � I PANEL NI,7ROM cOrNErs O � !,', _ 1 D.M. 3 . ` _ OF O W'DMr MIT AT lA� ;v-ewr IYINO NUT AT j �INjL R LEFT PANEL -.. MGM PANEL 3• w,w{ t INSTAIATDHS ONLY VALID FOR wMo r CNN. Bill, R-2A/13, R-sA/14, Ill fill. R-U/14, 1I SPEED LP TO 1" ..PkR-IAW/1S, R-2AW/16. 11,4i B. -1BW/16. R-2EIW/t6. R-31MT/16 -- -----� (SEE SECTIONS A, ErN ALT?Nn W SMELTS 13.14. ,e AL61 .-- 1/4- VAX. _ MO. GAP LIFE SAFETY STORM PANEL (i) ELEVATION (t) SCALE I.00i• lE 1/4'. HTEODUIR STORM PAIQ ( uM IMMNM ! 1 STa1W PANEL ,• REGULAR Lei O14NM .i 11101E 1• - - .—_ _ ___________ ---- - - - 1 MAX. CHAP, ' ,UC... f i Caz.......... asj i'.zz_z_z_z______ .t .c: e_.r._zz=z_ _ca� _,z_ _ M. TAPCON Rer MC, r4 LICE PAWL : X} FLORIDA BUILDING CODE Ill Nigh Vi Nu clans Zone F� aR10� •r''F�� S/••......tLG��1 AAro s»oo PC 1L EC O N 24 GAGE CAWANM STEEL STORY PANEL � w, PROTECI M NRODUC�TS. LJC. aED eNMfill/G SECTION A -A SORE 1/4•-1• •r' 7 MDO 61 61 ~ au MOC, ON e)M-776M. 7At NM47Ms-NS7 ww. N„ 0�Pn N, • 20-175 PZ. UMANWAO "n �••-' A WLL1T 13r„ P DM3NN 1,N eNET ,r a is wx. .l• r PANEL LENGTH EIEVDION j ..._..� ON si 12) 1 I 1 PLAY WOOD_. \:/ vtGAIWD �. TAICON IND NOR a 9. O.C. OCERM W/ a1UD H• WOOD 0%uFrEsaAmy FARM 3 -t 1. LIMALLATKOI ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATMGS p, AND PANEL LENCTNS AS PER ELEVATION ON 1L 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSM OF 0.66 OR EQUAL zs ,TIN u s1L» r e 13 1 oC TAPCON 2•.4• WO R 00. D.C. PATE .WIRED 13:... nI Ia:.. nNL. 7 �1iTi�1:111MI, 1 7DIalw�yi /7T,1� LL'�Im7iT I Ill L I E . I -1H3. BoL»R d G I L• MAX, d. PANEL LENGTH (SEE ELEATTION ON SH M Ill l�J a• I (VAUD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS 1 THRU G. ON SHEETS ♦ t 6) INN. A.S.D. FK t (Ill ITIANINM ANCHORS SPACING FOR ESN E0. PER SCHMM BELOW APPLICABLE 'to sM, ANIOMLM PANEL Loom 1M1) MAX A.SA PIK f (P.B.I.) MkVWN ANCHOR• V CMe FOR MI EA PER SCHEDULE gnaw APPLICABLE MAOROM fl (1L) TAPC011 WJD-6EfPARBOUNDS ZIWV-MMM GYR-M « �1i1• WAGON solXM-sEr"OUAOEnsu hvcmm ID PLUS 3AMNO-NNLM DULL(-M a t, m A A A STD" m m OF III[Y >.Gk -9a TO .751 tr W IF IF 1r tY 1r 1r IF Ir 1r ,0 1 r-r OR L� ♦7S. -76 JO .1121 IF e' IF 101 IF I 11r IF 6 11r 777 S lIr 1J• 4 11r 1 Ml e•-s• opt LESS IF it- IF 4r IF IF IF 1r IF ,r 13' IV I (WOT•OA) 1r 0 1/2" la' IF ,r r IF r t0• 7 11r IF r I OIDTAY) IF it' 1r IF IF IF 13• IF IF ,r IF Ir 2 (LOP) IF a• IF 10 / ,r • 1/27 -1 r 4 In• 7 yr 6 I/r IF 4 ,/2. 2 (TOP) IF It- IF IF IF IF tr IF IF ,r IF it 2 rw- ) 1r r IF it Jr a ln' IF r 1/3' 10 11r 7 In• IF s 1n' 3 (BOnOH) IF it* IF IF IF IF IF IF it Ir IF 10' 3 IF r IF 13' Ir 9 in• IF S 1/2' to 1/2. 7 1/r it r 3 O'DP) /7 / tY In • I/4' a I/4. /2 1/2 13 In - - 4 1/4• 4 1/4' 3 (BDT - - 2 , 2 + 6 1/4' 6 1/4' 3 11r 1/4• - - a 1/4' 6 1/4• 3 (•GLOM) r r e• r S• e• r 6 ,n' r 6• r 4 1/2. 4 (TD►) r r r 6 1/r r 3 Yr r 4• 4 ,n• r e 1/r 2 1M 4 - 6 B' e - 6' - 4 (eOripQ r - e 1/Y• _ 6, _ -g• - S in• _ 71 _ 4 (BD»OM) IF It: . IF - 1rIF IF IF IF Ir Ir ,J• lw 3 (TOP) IF s 1/2• -7• IF IF IF 9• IF 6' f0' 7 In• 13• r 6 (1oP1 1r it' 1]•_ 113•IF IF U• •ir /3' 12' ,J_ 10• (WnSO IF IF ,31_ U• 9 ,/2• IF • In' 0 , 7 IN 13• 6• a (BOTTOM) 1r It' Ir trIF ,r IF IF it ,r IF to* 6 (mn 1r 6• IF 10 1/2 13' 6 1/Y IF 6 1/2 7 ,n' 6 In' IF 4 11r pa►) _ _ 6 //P 6 1/4• RIF 6 1/4* 1/4* 6 t/P 6 leOTT!•) _ _ 6 , 4' { i 4• e 1/4- e Ile 1/4 6 i 1• - - • 1/4• 6 1/4' • ~ I 13• 7 / IF IF Ir IF ,r it* r 13• a 1/2• T >6Cx To e-0• IF a' IF o , IF a 11r 13• 61 7 1 51 IF 41 1 TO r-r IF 7 11r IF 13•0 1/2 IF 10 1/2 11 i r IF r I QOTTOM) IF 6 in' IF IF IF r IF r lr 7 1/1• IF r I (eOrtOM) IF 7 Wr 13' I3• lr 1r tr 11' r 13• 6 In• 2 (TOP) IF r tr 0 1/2 13' a t/r /r 6 I/r 7 11r a t/r Ir 4 1 • 2 (TOP) IF 7 t/2' 13• 13• is 10 1/7 IF 10 1/2' 11 11r e' 13' r 2 (WnOW 13' r IF IF IF 9 11ri IF 0 //r 10 1 7 1 IF 6 1/2" 2 (IGT10Y) Ir- 7 1/r 13• lY Ir 10 1/2 13• o 1/Y ,1 1/Y a 13, r !CHOP) IF 7• _1rmw IF r 1Ir 1r 6 I/r 0 ,/2 7 1/r Ir r 7 (r(P) 2 1/2-12 1/2 6 1/e 6 1/4. 12 1/r s 1/4• - - 6 1/4 a 1/4• J (SOTtOI) - - 2 1/2'6 1/4' 6 1/4' 2 in 0 1/4' - - 6 1/4 0 1/4• J (BOTTOM 7 In• 3 1/r r C 7 1/r 4• e• 4 1/2• a• 3 1/r r r 4 clop) 7• r r 7' 3 t/r or •' 4 1/2• r 6 I/r 7 1/r 4 (AP) Or - I. - r - r - e' - r - (aOTroM) r - 6 1/rr - r - e 1n• - r - 4 (BO'TtaM) IF 7 In' 1r IF IF 10 1/2 IF 10 I 1 1/2 r I!- r (lop) IF s 1/r IFIFIF 9• IF r ic- 7 I/r Ir {' (TOP) IF 7 in' 13' ,r ,3• 0 1/2 13• 0 1/Y 1 , r it Y 6 cBDROM) IF r IFIFor a in• IF 9 1n' to /n 7 ,/r IF r a (BOnOM) it 7 //Y tr IF IF ,0 t/ IF 10 , 1 I/ r it T a (TOP) Ir r IrIF s ih' Ir s I/r 7 in, a 1/r tr 4 1n' 6 (TOP) a , 1• { 1 4' e l 4• a t 4• 6 1 4' { 1/1• • { , 1'• 1 4' S / 4' a 1 4' { 1 A' • on am It FOR mmm to[ s NOMAA TOR .MIALAWOIN will WOOD nwa GU OMM6. • MM11M WHIN 00 MN AM IMRM IK[ O&UM AN M"= ON INS SC,4SAL MR CA LESS T,MM Damn am S1m" Mo MOTOR 6MC60 r WIL/114.3100 SNAMO WNM ON SOON" IN TI[ PMaMN MORON. PON IM6 W MTM m K MMLE 1I MCaO M M Musa USING PWM N.LL ,Nf K USA THIN ANNRM room MDOM no INN AIICINII TOE ON row acA1mML Ile. 1/4. 1/4'. 1/4. W. 1/4. N� T1}[ MELON MLA»NAl ego- M1N-W MaRMw ANCINII SNM06M 3 3 3 3 VAWANIM 00 3 3 +/r r 3 3 +M 3 DWAMOJM am, 3 a "r 3 ,M 3 1/2 3 +/r ACPA% em Down F _ .DIM y 0.WI 0.M - 1m - 6A1 » SPACIIOS ONLY AWJD MEN SPACER MUSED. SEE j(�lE /t FOR MAX. AS,A OES, LOADS t WX. PANEL WAHUN SPACER �l IS U9FD. a"-ftA Ada DOM LOAD VAMOM LON PIPS 40 PS: OR LESS 6•-6' > 40 PW TO 60 PSF 6'-2• > 60 li TO 60 PSF W-10` A MAX. PANEL LENGTHS ARE MV VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cn INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCCIN__ PO D pTW ANciw a •• mcANCHORero.cOR oc. 1 - WNw1LTE OR CONGWTL Bloat AY/ WNCIRTE BLOCK CONCRETE BLOCK Co1NCrE'TE 6tC Y NED. Remom. IIEOU/IfD. 11EGLIeWO. R[OU LD. • j I 1 I• Ell. j I ' I v ' p 6 e I B _ - . �A(6 �(NWI1Iy��]_1j{ I9 1RBI. I COMP'. i .--.. ♦ - ._♦. / -1 '�... ,.:. 61E 101OAAa6w/Ap" uAWIN NM Y - 1... MAX A - - I - PANEL 11.110TH ' (SEE ELEVATION ON N e .. __ - - #". I 6 PALL LENGTH sa ELLwnoN tl i• M,,,, I SHEET 12) a 1 ----'_--� W SHIN 12) , I-'fEP GLASS. a ro gLAfS. I I 1 i �2 fA! / I 1 ED• ! j 6 T t t1 I ( ' j at /4•e TO -CON 1 1/4. TAPCON • w O.C. • 9. O.C. EpN1MITTCRON CONCRETE BIOCN REOLA'RED. D" {�(A11a10R TOHNC m •IOCND REOINWO. CONCRETE Or KamaONpIfTEP O RELiUta6. PALMSUS tlEl. NNE WIQ16 Ia • FOA AAT OM ANOEr 1TPt wpm N s H'ADNG roll 6eIALLATlOM6 Alm WRI W Will" 1NlBIUM ANa 9wTON06 AND M3NRNw 1MMM Mo= W$nw 0.) 3 •.IAIAAtrwIW !0M'"M" BL) uWIAnt.w o.MMA ar w 3 ARE RISE m I THIN LOK ULL no a"HImIeL For LG LY99 Slew aa13AIm oN aalmlAE Iw110E AFNr1Dp SPAWN 3 Of M1LtBPaaN 1PAC9q WHoeW NM tO11JN9 WT M rOUDO W PACMW AWJL IE•61i FAOBrt fill Ins OP[MTDN TO K PON AZ• amua0 SPOAXO oBrAeNO Ulm FACTOR 11411 NOT K UM TWA MNMSM WAOM NIOIGN D FOR ETCH ANGN00 "K OR IMa SCH04AL y OJe 3 1 - M I B I• MM. 1 De61i I I , 4'.-sD.l 1' ! fNN'itlG.l,� TOO 1 71 en»�R n 1s1aH aTDI r•ary I it 1 r ' I IpI _ _ 1 • t MAX 0 PANEL IDGTHI _. -- 1; VAAT" -- _ _ PANEL LENGTH (SEE ELEVATION • t- WIn. W SHUT t ... —{ oN &TEAT 2)(SEE ; itIII I a ro TO GLASS. i EO• I Ed• 1 I f ; i i T J msay ILL ✓/ sO1 IAO/ ,.r s 4l ! .-)/4•r 1/4'0 Tal AMCHCRW O.C. ANCHOR e r O.C. LAACDNCDNMM rE,O on. OR BLOCK IIEOUOW. OR NINE«Alylr- WALL MOlU T=3 9,, 3/1-,. INSTALLATION DETAILS INTO WOOD FOR UFE SAFETY PANEL STRUCTURES 1 49 TAPCOIL r i { 4. TAPOON 1 O.C. � I .© �/4• y' i lie- to 4- r !I, M i — r ni Ol,ISS GLASS N i a I i MAN. 1 A 1 7• Wx. 1� PANEL LENGTH q 1 PANEL LENGTH N 1 1, (SEE ELEVATION (SEE [lEVA110N 9 i W SNEER 12) W SHEET 12) 1 N 1 tIW- I It A M GLASS � ; • W ,/r RIG \ \\ , • tl +A' m i I EQ II! 1 S___.� r.4 WoaR ` lyJ } 1 PlA1 EGLO bl RATE Wo90_ A°LMl I I 1/4PAWLME PLUS -}/lN 1 I S ANCHOR N 12 11rD.C. ; ! AFD,HOII a 12 In• O.C. map= a--7FEw—PANS1L W 1111 Ea"p T''9 44167 • FLORIOA BUILDING CODE Non N Velli Hurtleorle Zon9 -- IiI, .W WAM W_ TA 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. STATTE OF 24 GAGE GALVANIZED STEEL STDRII PAt1f. or� N` DESGN PRESSURE RATINGS (iie.f) AND PANEL •:�• $O,i;• qoR -_ --" �, •..�., „L,ECOIMB. SECTION �ROO:ICTS' • L'L�'. �I'x LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD `r AC E� y�✓� tv" / 4aao , ti 1 wl+m MEMBERS TO BE SOUT EAN PINE No 2. All SPECIFIC MI/INAA,M ( P."•+ `AvI`+Lw` P.: NNo A*- PNM 00080-76o. FM (w)ON •N 20-175 we" OF 0.66 OR EAWL 4w r w 6MB.N w PL erAL/aWMnMyM1[ T a A TaLR x PR s,Bn M M M N cn N U N C Q O c m O O c O 5 a) O 0 cu U- O .� cncu E o iz � 0 .0 C/) Q t" A � W �W71r •� o I- O L.3 C C.3 N m >G o , N N _C N O A Q CV Y GA L 0A C a3L.-• c Q Ix 3 A CID y a. 0 u c / -+BGGJ U) O TL� U cu O O U (1) . gr_ vl cu g.d.d LLJ 2 Q Z Z Q J a. SHEET NO. SH 1.4. /1 a ANOIORS SECTION QI a ALI "WIT Ill ON SMEV 2) Ian. (END PANEL) (BEIERIOR PANED (INTERMM PANEL) (RTIERIOR -T-T- PANEL) (ENO PANEL) it SEE NOTES 3. 4 SEE NOTES J, 4 i, I I I t al 1 • FED PANELS W/ I/Iml S.S. BOLTS W • EA(SU SEC. OVENA_L_ 5AN ' OR L, MAX i y 6'-0• LLAX. PANELLENGTH r • a/- 400 pa.l. I AP Box OF V J_L JJ_LLJJJIIJJ_L J1LLJ L1J111JJ_L1JJ1 1JJ_L1JJ UNIX ' Y AID SEE NOTE 4 Y IIaX. I. Mn, W l•� 'IV 1' W. 3 '�(�f ANCHORS 7NOTf 3 I .-(SEE SECTION EZI a ALTERNATIVE CZTW ON SHEV 18' E21 / 18, EZiW/18 TYPICAL ELEVATION FOR SSERIES_- 00 E-Z HANG STORM PANEL_j,5YSTEM (t) x DAP MAX. OAP 1 SECTION A -A �IN,L,E{r,lrlf{fr„� SCALE: 3/32"w t - FNfPINFFRING ENGINEERING EXPRESSX PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17009.1 - R2 EX Project Number. 2D 31543 Product Manufacturer All Amancan Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach FL 33409 Product Name A Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant * ':,AST PANEL Q TO BE INSTALLED At EACH OPENING SHALL ALWAYS i. PROVIDED W/ REAR HANDLE TO FACILITATE ifMALIATTON IF INTENDED '0 BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES (1). Rf F'JZ(h OF �iIES 2000: E-Z HANG STORM PANEL SYSTEV CONSISnNG OF PANEL . Cont. TRACKS 70P k BOTTOM. (2). END PANELS SHALL ALW/)y5 BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BM (� SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4'e-20.3/4' M.S. W/ 7/8.1.3/32• WING NUT OR 1/4•111.3/4" Min THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL '4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (r.e. A STOP BAR 15 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL HE CONNECTED TO BOTTOM TRACK USING SPECS IRDIGATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANFLS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 m.D.h fir. •' - i* •% �' a, fF yI,II Ery -•._7 > FLORIDA BUILDING CODE Non NI h Velocit Norrlc6ne Zone o.44167 .*m STATE O FtORID: '�� •••••• 6 / _ a1°70 >rnw R1B I L E C O E N e 24 GAGE GALVANIZED STEEL STORM PANEL w4a�i'm. GLOBAL PROTECTION PRODUCTS, LLC. DWI6.+fl 7a:IXi, eNowl Ira1e•s-Teas, rw n •Xw-e»T Q1/1Wx niw. is v. °r.., NY+D.i N. At w.. r. r,-IM1 frfTle� w.TUR P. 7111/r .. Pe 20-175 aRIN11N Nr. a M1Ww/O,R If1,1111,1l,1{ e11IO 17 . N Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Ririe Chapter 61G20-3.005 F A.0 for statewide acceptance r Method 1 d The product noted above has been FX per () tested and/or evaluated ass mnionzed herein to show compliance with the Flonde Buildin g Code Seventh Edition (2020) and is. for the purpose intended, at West equivalent to that required by the Code Re-evahletion of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCTPRODUCT EVALUA�ON DOGUMENT�DOGUMEN7P EX drawing #20-31543 titiod'24ga GeNanured Steel Storm Panels (HVHZ 6 Non-HVHZ)-. sheets 1-5 propared by Engineering Express, signed 8 sealed by Frank Bennard0, P E Is an integral part of this Evaluation Report TEST REPORTS Uniionn static structural performance has been tested in accordance with TAS 202 test slandards Per test reports) 198T-ASG-17-001 by Slackwaler Testing, Inc. Large. missile impact resistance and cyclic loading performance has been lasted in accordance with TAS 201 end TAS 203 lost standarrM per test rermnl(s) NBT-ASG 17.001 by Blackwater Testing, Inc •STRUCTURAL ENGINEEMNG GALCULATIO NS SIn¢luml engmeeung calculations have been Prepared which evaluate the product based on comparative andlor rational analysis to quality the following design criteria 1 MaXlmum Allowable Spares 2 Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAM AENGINEERtNGEXPRESS.COM ERG INEERI NGEXpRess.com TrJA.I . PF. NrnllO RrA < :Nit M ^1N' ,• Y✓E'JLA'AJ c'r _1 6 NH W L_ 4 ,.f -3• nN RH n ,vrAr•. VN r 1a f. N-A .rN1 a I' 1 SELF OP M A �.a B- L A e nsra•1 A.I, n <,e rv1, 'A. • rn I a- :. : re• era rnr. rLd'rn-,y f.(ry,T:t f.4 Vr.Y. (r4,T:M rRNTa rvr ,wTnF YDL.ui r+uYU ui--YT MITI 1(RII,•a Nuum. m1:un. r�---- E>I9T9C c <' MottCa 1' . M H •Y N ,.ML'. iYi.t�U. •'n AAU (.xo fCIS.> Z"t, I U:a .1 I:.tl:>. - L rThWN i NLmul rrttl T4: r.Tn ter. kTETFS>✓Fi F�i r ' 1w M lJ LM:_l 'f14Y I I J tAl:EY1_. II0.NiTY Y�l11PSlf NYWltLTBlyjATlip P-i i 1r1� P ENGINEERING Page'_ of All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used in the design of this product Separation from glazing is not required for installations outside of Wind zone 4 and ESBantial facilities impact Resistance: Large Impact Resistance has been demons6alod as evidenced In previously Msled test report(s), arid Is accounted for in the engineering design of the; product Wind Load Resistance TMs product has been designed to resisl wired loads as Indicated In the span schedule(s) on the respective Product Evaluation Document (i a engineering drawing). Installation This product shall be installed in strict compliance with Its respective Product Evaluation Document (i e engineering drawin along with all components noted therein rig 0 BI. g Po Product components shall be of the inllenal specified in that product's respective Product Evaluation Document It a engineering drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective. Product Evaluation Document U e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed bads and shall be of a material its ad In this products respective Anchor schedule Host structure conditions which are not accounted for m TMs product's respective anchor schedule shall be designed for on R site specific bash by s registered professional engineer All min oneit R which re permanently lyinstalled shall be against corrosion contamination and d other such damage at all times This product has been designed fur use within and outside the High Velocity Hurricane Zone (HVHZ) Respectful]). Dec } tlA ti .91~ir�w� •., Drank Bernardo. PE ENGINEERING EXPRE88• NPE0046549ICon Auth.9885 160 SW 121N AVENUE SUITE 106, DEERFIELD BEACH, FLORIOA 33442 (954) 354-0660 1(866) 396.9999 TFAMOENGINEER INGEXp RESs.COM ENGINEERINGEXPRESS.COM J mtw:rrw __ J fir. 7ANI fa 0M> twN G- 1A,;IV -C rsr.•,- L 1.:1 r^TMai _ J:Lt. nAw.�xiL • wa. x.Ntr'i .V"fA ff !t ,kK w. Y ,YPC O YLL' UTA :1 t1<• UWALL MWM 9CTION . rrrr Y:', ]cIL N•I::::A/vF L 4X AW'N:I rVr :V:J r-NPIV :tE gh:Mtl't.NT.. BA'it •>Y �•F Y TUL1l,! r v J„ I R"e: Y' OJ(SY a` �I. o:•s rA>• rr 4i S w (. T' •L'M ::Yt11V Y:AA-TNTh-JKGVr. t=`: L•Nl /!i OP V rfml.a<.v.o-f, V N .. X^sL."un•-rr1 wIC✓nA :Yt-^.oT •/ma�•'�.�/r1I/C ;:B'iE•`.ET,'.: �EIt�Q' a ADI IT.IEO C'1^^- f: t!�.H I•W a „1L51(RI(M F 31 •tea `P pa*' •T03'. R pW N is tt]1��1411Att "IIWJ i f CM.1`!. 1 .!; , J, I• 'y: °•{TNT n. FILL sn]'Y w-nNl!.tl• NS1q-6CllE „G �'�H '' 'E iili•,, Avid ra•: -frf �; WEi4 r. rT '.Ii': �: �' j.s< I:Az':r 'IIA((•., INYI M'Tfh'•;LAwY1" e­1 LA 1 CO' iu:3 kl Ar-Li 'r'A•{l.Yli :•, Al- ,- <c Fclrrum (N-.�- •T (FT;._TTfl �m,,9n h:.. r. rcraf 'FaT,htr.rFl - •cnrf. 1'„"A' Tar .. u, _.. ,, ,__.,.. •.,,,,, �OPTIONK TOWwTlml CLOSURE ....OETAas. FGi oil K I 20-31543 L�3 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL A' INTO POURED CONCRETE., CONCRETE BL(K"ND WOOD STRUCTURES EASING - POURED CONCRETE ON T/4•e TIPCON REIx1eIEo. ANCHOR • u• D.C. CONCRETL BLOCK V,\ ... ^ ,A3•COf1 1 14s1• WE rIFAt) TYX WOOD' , f1.1' NEXT MEAD TEK -`SURE ANCHOR O 12, OC a,}(4• FROM FIEC M• 4• RRpI EDOE �J(�E OF I' D. 1• .. 1 ___ 1/2• l >a� - zl' E E. ui'A ati4Ai"' II 1� j I 1/7' ,g1p„°e1 R I r I/2• I e I N-SEPARATION ' N' Min. 1 EXISTA/G n 10 GSASB. S/16'P FxKRN M SEPARATION 1. _ Irl•4 ALIIMINl1M POP 1 -�`�- TO GLASS /Q► e I O RIVEi i O MOM O1A35 e� 6 JEL MM. ATG ._...._.w. .___ _.______.i p -'- "-_. ..._-) PANEL LENGTH w wit N��rpy 1 PAMEL LERIBTM • Aai EA tRt14,V' JJ�-•�� lik 11 1' Not, I* min *-SEPARATION-1 -_ Phi I 1/47►-70R2• e ro olAss. i TD cuss � T1/ E soli n IX t• I 6 N _.1/4•B._7011Y W t' B 1 i THULIa"SC,RPYf R I 1 N I i 1 1 j ­,- 1 /1`0 TAPOON ANCHOR 6 12' OA � uJC H;ir!AO ,!- :'I EXISTING POURED pU� �� - - "' CONCRETE OR ' CONCRETE BLOCK .A REI7LMIED REQUIRED WALL MOUNTING WALL MOUNTING �EliILQIi EZ]. ALTERNATIVE EZ_t W SCALL 3/8,1" 4 FLORIDA BUILDING CODE Non High VelocityNunlcone Zone ' r11N PANEL LENCiH D. 441 1P2rio InrrCO. Y. C.I.24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR LAX. A.S.D. DESIGNHALL BE 2'-d• _ #, * : * DAwN r PRESSURE RATING 4/- 40.0 P.s.f, AND 6'-0• MAX i .o . STATE Oi' '_- �= PANEL LENGTH. F�1r�'F��f=--- IL E C O IN[. GLOBAL PROTECTION PRODUCTS, LLC. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD�CF. (ORID .Po>>R >, slsn ..d06',T/7�+2V M,mM6•+. bNOIKuI�o^r�«T 6.v(. n. seu ' 7r 20-175 / ,, $10NAD E'N>" / r, :. we-..;. ,A>n�IRA, .,,_,F.," F,wa IP>.Xw »s. <•s.Xwr-9»r MEMBERS TO BE SOUTHERN PINE No 2. W SPECIFIC t DENSITY OF 0.55 OR EOUAI. f11NH/NN1 cR-DODaTIr PAPIIxC "" .:zsourulc/DAa wLnA A n,N r.. PC fRTI le OF to ,T ALL AMERICAN SHUT"ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED �(PERP. TO PANEL SPAN) TOP MOUNT(CONN TrP. TYPE AS RE'Q'D) BECThONS OPTIOf "-20 STITCH BKOLT$ TS WITH WASNERED X WINGNUTS FASTENED m APS . W DSPAN (USE NN ••• A APPROPRIATE SPAN TABLE) 3 z g PAN VIEW / / I 1 1 BOTTOM MOUNT (lY.1NN TYPE AS ♦1 REQ'D) 3 1 0.3]5' MAY BE AT T ". •' _ A BOTTOM I TYPICAL VERTICAL MOUNT ELEVATION 1 11 T'a ELEVATION TOP MOUNT (COIVN N �� AS REQ'O) (SPAN ABOVE STRUCTION) BOTTOM OUNT W -OBSiRU J � tLaan 4? TOP MOUNT (CONEY TYPE AS REQ'D) !tl FM cnDN ON MAY VARY) BOTTOM MOUNT (oDNN Lmax BELOW TYPE AS REQ'O) (SPAN OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL "-2D STITCH BOLTS WITH WASHERED PROVTOEO THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY V13NGNJTS FASTENED • SPANS ABOVE B BELOW OBSTRUCTION. WERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS ELEVATION ALLOWABLE PANEL SPAN & GLASS O N SS SEPARATION SCHEDULE: 24 C:AU(.t PAN tl5 MINIMUM STORM PANEL SEPARATION FROM GLASS RAN WIND ZONE 46 ESSENTIAL FACILITIES ( z ) MAXIMU OISG N . AUCAVA INSTALLATIONS Ifss INSTALLATIONSGII TEA N5FA ' VMLSS A U E SPAN Il11MRl WAN Ru1N 30' ABOVE GRADE THAN 11' ABOVE GMOE • -i0 / 130.0W 6 U6 in 2.1sM • -3S / _ _ _-IJUD M In W f_- 606 -- _ ...._ _-..y _ - _ _-._�._._._ ./•40 130.0W 606W L Z_16 in -2.1541 H+5 ISODb 6.o6W _ / •SO ]30AM 6. W -_.__ _ lM 7.16M ./•SS ]015.6 M 4A4 W_ 2.35 W •1.40 43I IN W In 609 13B DFAIN 'l r1tUULt NU I t5: 1. ENTER AN HE WITH NEGATIVE SR SCHEDULES W CI DESIGN LOAD B PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS- ARE STUDS USED IN CON)LR CTION WITH ALL MOUNTING EXTRUSIONS Cr-TRACK, STUDDED ANGLE, ETC,). USE 6.2S- O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL •H'- AND'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS) 3 LINPJIR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHFRWISC USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD 10 DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2 SCHEDULE 15 REQUIRED POR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD HVHZ AN OUTSIDE ESSENTIAL J. FOR INSTALLATIONS OUTSIDE OF THE 0 OUTS OF FACILRTES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R IR . m,wL BE i"�nn.�e N 0: MAXIMUM ALLOWABLE DESIGN PRESSURES: r`3j rot` 'q' AS NOTED IN DESIGN DESIGN NOTES: saN®uLEs o e ^ POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED W FOR USE THIS SY€S9TTEEM SHALL BE DETERMINED PERRIN n �? TH THE T�WIITH SWEP RMINED IN AEC ORDANCE WITH ASCEE MID ILL a' CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN W s+ u �. OR EQUAL TO THE POSTFIVE OR NEGATIVE DESIGN ' > a PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ma P GENERAL NOTES: ii: ( al ,' ACCORDACE WI1 HTMi aEEHppVIR6MMENn DF tH�E FLOR[DA IUILDWCRCpDE®Ix SEVENTH EDITION USE INSIDE ... UTSIDE CP THE HVHZ, PER DWW '� O MINT TAS 201, 202 AND 20l TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFIRM TO ALL IACAL BUILDING CODE AMENDMENTS WHICH MAY Lit APPLY. DESIGN C0.1TRAIA BEYOND AS STATED HEREIN MAY RE12NR8 INCREASE GEALEO ENGINEERING. 2 ND 73-S77L' INCREASE IN AULOWABLE STRESS HAS REM USED IN THE 2 NO IlS t]j DESIGN OF THIS SYSTEM, S E A I CT ENGINEER OF RECORD Po THE PROJECT soPER rtial UR[ WITH WHICH THIS DESIGN TB VS[D!MALL 4! RESPONSIBLE ^ FOR THE INTEGRITY OF ALL SUPPORTING SU RFACEI TO THIS DESIC44 WHICH SHALL BE COORWNATED BY THE PERMITTING CONTRACTOR. 0 1E y 4. SEPARATE 'S"r-SPECIFIC'S MLEO ENGMtE RING SHALL BE RE2LIR[D IN Work TO DEVI R0.0N LOADp$$,, 0[FLCCTIO11S, OR SPANS CONTAINED F HEREIN. CONTACT THIS EN 0INEER FOR ALTERNATE SPAT CALCULATIONS AS W A MAY EE RNST�IRe D. 3. TH! SYSTNi DCTAllCO NQICIN ES GENERIC AND DOES NOT PROVIOC DIFFERENT FROM INFORNAT Oil FOR q SPECIFIC 6TD. FOR SITEENS to W LL' N d "� D DCONDITIONSENGINEER THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN THIS HER t , PPEryryry+++ Eg1 6, DESIGN P IDED B3 N.5 SA HEREIN ARE BASED ON MAXIMUM TESTED 61 ESIGN PRESSURES 0750 PRE9WlLRLyES DIVIDED B♦♦YE�A 1.9 SAFITY�FACTOR, ` y q[ bM E0.1NISE5211`CA'ERS SHAYS08 PRAOMIUM-PUTEb IJR 07HERWREr1OT[D to 4, 17 U' CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS Z FOR ALUMINUM STRUCTURES' SECTION 3.2 BYTHE ALUMINUM ASSOCIN INC., & ANY APPLICABLE FEDERAL, STATE, ANDNOR LOCAL CODE'S. 4 ALL STORM PANELS SMALL BE 24GA STEEL, DID, 4. 1. STOREY PAX[LS SMALL CONFORM TO ASTN A651 STRUCTURAL UPLRY Q �]1 STCE GROG NUMA U WrtH A96463-M-4e,NKBL AL D TINE L, PY 10. ALL ALVMOVVM EX1AV510 NS SHALL BE 606}T6 ALUMINUM ALLOY. W UNL6aS NOTSO OTHERWdSE. TOP B SDTTOM Sn MAY NC 1NTEE D AS FRLO MAY CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR CO PANELS VERTICALLY MOR CUNICRET A APPLICABLE. 12. CONCRETfi ANCHORS NOTED HEREIN SHALL 6€ EMBEDDE 10 Q NON•CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTURERS RECOMMENDATIONS. 13, THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PR17rKTALL k 5 •I P d MEMBERS FROM DISSIMILAR NATERDLL6 TO PREVENT !ELECTROLYSIS. Sa, ENGINEER SEALTHIXEOHERETO ATVALIDATES STRUCTURAL DEBIIgN AS ONLY. USE OF THIS TCAT10NIN R 5 EY I INCRUDIN ESA 5AVEE HARMLESS THIS ES ER FOR 5T•L 1NOM LES FOR ALL CAST pt E IANAO[5 INCWDrNO LEGAL FEES B APPELLATE FEES AE6ULTaNG F0.0N MATERIAL RESULTING FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT i Lid q 1VHICH IS CALLED FOR BY LOCAL, STATE, A FEDERAL WOtS R FROM DevIATIONS OF THIS PLAN t! B G R Y f [XCNT A6 EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL S CERTIFIATIONSORAFFIRMATIOFl5ARE I NTENDED. a b !p It. RATIONS, ADDITIONS ORETn IS MAR IFICAnOTMis DOCUMBRT ARE NOT PERMITTED AIRD [r1VP1iDATF THIS RRTIFICATOH. CPU( JEF 17, PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL PER EWS1Y 3.0 FEET, CONTAINING THE FOLLOWING INFORMATION' ` l' ALLAM ERICAN SHUTTERS AND GLASS WEST PALM BEACH. PL c 9r TAS 207. TA5 2OL &TA5 203 FLORIDAPRODUCT APPROVAL NUMBER DpMWIr NWxx auY4,%I,E 20-31543 VISIT C•CALC.10lS3W3 $r� - ' A;R •Fx 11Fta��.n"hl-LF rT MELT � IPaA1MTa1Ml}LAIM, RaVRI•. rNIIDu,cn 'I �LJ MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNIT 114 •ir' H.•ON r 22• 1 a- r 77- Tr Btddoul'U' H..", a• V 0' 3• 24" 27- 22' 2r O' 24' 7Y 2r r Z z • a V N wNr V V 73' 24' 22• V or Z r 2Y 26' 7.36 a1W 7T x! 11" 3D ]t' it ]V 2T 11' BJL w a NP 1 i" r 3 4• air• - " r 2 4C Ar r T PM " _w a 81W'� e 27 _1` ti• dV 7P - 30' It- W __. 7Y /r it- si-- 3r k D..d MP,rK24' z r 2r ]V 4e' 70' 44' 2 r 4C 3V BS' o 'U' H,r•M. V V 13' 2 r 7S 2T f V r 7C m 'F ir•cR 7r 7r tr 3V aC 90- 24- aS tr air' 70' _Sr Bea 3' tt" 90' 9t• 11' 3V 11' 3T 'C' TncY 331 B3" 56` 31' Sr 17' O 4 to =�W OW= r U � + � e 6 IT W fim N gqj F u^ W E 3 VI oW w O N> YrgNM HER! APT MINIMUM ALLO WAN( SLAWS AA.D OM WY COMBIN•TON 01 NOUMI CONOIIIONB M TOP OR aRTTOM I•Nr KfiKa 1£fi5 THAN tH06e NOTED IN TABLE AIgVe ARE NO] Le- � ArcenA EPA 1. to SEPARATION G OO ARRAY HI ABOA, O LAPIN Pavel unmH Is GREATER TIMN THAT Notes roR g AesrecnW MWNTINGCOMEIMT]ON AeoW. (7 1 SI04 40fNRK R60UIRLD IOII AL e1RlOd]T MOR,NK IN TAME ABpJ[. A'HNII $tD! CLOWI•l1 ••F M,T ^ useD WTTN euuoouY Ia0Mr1ING coruomarls. R[QUtAeD selAA.noN nOM rRAu sH.LR ire nA Dc»A T O • ENN Y01,es To •0]M 0 C (wIM oA mrlNx7r sine roRTs1 •ND 2•p, .•reLs, a wTN w1TH rANeL FAstFNERS R 12. S' N A- Mi O.C. Z >. I- M. SPAN ). PILING, • uLMO ONe 1], W 11I OIIIOMN TOP p, 0-. ROMAt> OMNIMO NA ORINt'N" IIHNG ANV MOUNTING f.ON[]ITION 1r,OW11 rN iNESC DMWIN[5 ( 1. PTIONA INTERIOR FASTENING DETAIL L N.T.S, In y( F u511ANEt lRS`A lFO fAOM IHRNOx S Q CIC e7 ADJACENT PANEL - W t R"lC V I's S. zIOCWNR RGl O• J M MIMXAfw m•u M-DL1 HOIf AFHEPPO WIN<JRa, ow ]NAa r•n J Q URI N+» R • M•Ctnrr ecRew slu0 w,]wAM4!An a g ;c I E ,C B ' � ICDI•N 15 •DTTOM P,Wxt PANEL, ON ro ADwRMT RA1,e11 ` � U � � A �� e 1 O •OTTOM MOVNt Lt 4 � �� A t x y2� [He -• Ln0]lOW CONuwR. pff., C"O.,AWOFHALRz•T1.131Ine ACINOOEHNFTHE20-31543 HOC" tillIUE WDIn alwinG GIYEM IN A,KHV" NMIAri'All • eA<r NHL ApIKENT TO caRr^a roNeR, EABl1ifBSBltnm, M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING-1 - - rPnN or nnFr ,. j•2.250• 003a" 1•�2,v9o' 2.150" ,. .. L�_ aapp 2D 094'x825Ini$ .ia" F, r'i .091• r-120' "., TYP, 19pA 6 $T 0.094' -006x•IN 1.93D" I,930" 06x• �� 0.06 J f�1 2• -^`N25 _ _ JJ 2.000" E1 M�_l .E32.DDD"0.0 11 -I 2.000` "12,D00' i-• TYP1.W.& J-PNIIL011113.380" MAY. )0.313` ry KJl 01 '"D.376` 77l .ryI.S10 0.363' '7.6'JS' 0.19 ' 00�665' D.376'•'•'I (- o' U.655" 0,3s0' SOOT 3 j,� K 12.SOV' PANEL COVERA0E-4 L 0.179' �-'ll IIF_-fII'�� 01 19D -'l t•- Ir' I- ,gge• y 8 w s, (t�.r++' Ili+1' 0.5 4• 0.250" 0.050' a w 14.875"PANEL LEND tit Ip6f K�xµ�t lIMI .LSD' r 1 Qq �.iaFPaB[L 9Q U 'OTT DIRECTION (D 5p v T"0.090` �L,D.090^ 1.7 2,000��0090'`"fn' n OT 275" .215 O.OBS' OZ7L0' R0.135" .305" In TYP. iVP. 0.70V �.ALD-dIT T 311ACK �N2. EI wN T 0.917" ] e _ Ur k,.cTzyk".,'ref »• L 0.190" I#I I`'a. 'T3' J UTTN .nlr Z Dlaccnon oC K T s'--� MAV FF IS p .F'r "v.lv., __l1• Y I-7.000" Li RBVaISF° Tyy IfB�41 PLA»a :�rF::r ANOL - iRiru IEX NOLm ry VRL �•r TE J 1.000' I:^'tiiuq' Eli l-CC O•CATLP = 1 I lrr."WI(2.11:1., 13 nd1,1 LF1 Iy, OVERLAP D:M,.:C I d •+ 'A (f a" MAX. A CORNE(CLOSURE DETAIL L �••2S" MAX. I. x a i 0'T ar >v RE» �.25'MAX, Y _ -n K*rY)ThTfT rtTT.nf.,r1 r••n-: 1:-. I,frx l.Ll 1 BUILD1OUT m]Hrr. -1N'tn 4-N.c n• d won, nuM v" DISTANCE Y , Y II .., 4rPA.N Tier (e•• 1.000" R IR ..R.RARfAE; •• c'•x^vu. w: uE:JJ(v.Yc'. _v: w:>Lv •�.x..!� M_H)felti'd016'U.': 14:-ti.•lY: 1 EMBED .� LD00" /91.M> Lq OVERLAP I*-, r. Nina 3 ,•a'xf•tlr As.-:r; E S 1 •mw n;•vuM 3.820'..(a l , MAX \ /\ MITI IFnIII RgINI (:1(l!IIINr IrrlMl L• a 'ATNt•T"tiMLT;S .N' 25' MAX. MIN. 1 1 •i ML,I V' J: ANY• �.'�. 1.500 °' c•�.s L AqA&1:•,v (,•., CCC IEr MAX. I9+' • • .. ELL , �. xsl.n. r T-RATi,L P"f P'n MIN. O00 , r•1], r'r'TYnn','NhTJ� L 11>' rA LJ•. 1E' M,u (ti'r 4.1'a^J, 4•:Y-AI • N'A aV' L^I :,+T :l'.R fT -:+t, p d V C00.NER C10YX(P DETAIL EMBED ":Er.Au n-:Ml(; A BS 0 NT.S imtmgv"T<Lofivgig%TiAR A.rn.<T v ills! ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANELFASTENERS • 12. S' O.C. 1. } • MAY aeNEeN YCnOR ..e"wee T3Tf PNF '' SPAN Ur TO r r r I TO Sir- r 0O•r rn! C1 (1 n CI SONY nee C1 C2 cl u r10rr TYPE CS <2 n C4 3)1 " 1 3/4" DI000 13 DFWALT u TMCON 41 Mv: , w 72 12.51 M ' 14 T•' 9.9 12.5" 16 0 10.2' 6.8" 12 5" 16.0• 9.1" 64" 12.5 16.0'114" to- 1L5' 160 41' 9.5' ! 2 s' 16 D' al- SS" 1x. s' 12.5 1c.LY• lD 1•' Id.w. 9.3` 66 A3" sz.s' 12 3' 1Y o^ 16.0 61 • t" a.4• S .4" 1z!' 12 S Ic D" ar 16 0' B.1" s.4' S 4" 12.5 16.0' 4.1' S.4" 1 .5 160' 6 I s. 4" 125' 16.0' 81' 5,4" U 7 11' r l 4 1 ON DIWALT UITRACOM 11 N z1 T1 115' 180 16.0 1fi0 32.s 160 1Y.0' t20' 129 160 13 4' 30.]' 32.5' .0" 0' 19 9' 12 5 .6' 1 5' 1 0" 2 0 9. ' 12S 16.0. 14.9' 11.9 12.7 fA0' 1f.9 9.3" I2,S 160' ]l9 90." 3 led 11M' 11 12 5 Lao- 11.9' 9 s 12 S' 16 0' D' 9.!'11 LIZ71-F ii S' 16.0" 11.9" '' AS' 12.9' 1f.0' 31.9 9.5" 12.5' ll 16.0' 11 9' 9A" p I Yr R' HNMr ] 33 7 rr A� 160lr960LlD 9fl 41 46 ply' S2 1 1" I d' ]A fa V ] 6V 12.3' 16,0" 134" I3.S" ♦ " f0.0 1 0 1t.9' i2 S• 1d.0' 16.0•' 1l.6" 12,! f6.0" 1L5" ILL 10.4" 12 S" 16.0' 12.3 I.V. 11 S' 12.5' 16.0" 346' 16.0' 44" 13 3' f2 Y' SIs 12, 5" 16,0" 16.0" 12.3 SL!" !0 6' 10.4' 12. 5' 36.0. 12.3" los" 16.0" 30. " 2 " 1 4 Y -. A IRNrn =A1 ,A.,.. I Il Iwv-.,..'. 41 M ]C SI 7 13. Y' 12.5' 16.0 1 6.0 16.0. 16,0" is a, 1$,0' 11.1' 12.7" 14.0' 14.0" 14.0' SS.T" 11.2" 1 .4" lie' 12.!' le 0 1e.0" 16. • 15.5' 114" It.]" 12.5' 16.0' 1&0• 14AII ILE 511 16. " 9 11-3" li.i 12.]" 16. 0' 11 13.3 1.2" 32, 5' 16.0' 160' ]30"15.3' li 2 1? 5" I6.D- 15.3" 11,1" 1.5'3,0"1Sz"112"32.' 60"15.5"11.N I:', I60"35,5"1 " 1h. Jn NAI OBIOY ANCHOR Pjt639YRE ANY �CONN nYM, RI •VI' Fr TYPE C1 cz n U CONN T PI Cl C2 C3 G Orin TYPE C1 1• , r dew 4 33 i N:.n1:RYw i 4 p4B B-�•�•�N" S2 T 2 12,5' 1 6.0' 16.0" 10.91, 12 S" 160' lid. ' 7.S' 0 ]7 S" 1 6.0" 160 b.]" 2. l T 6 Law 16,0 A 9" 11 S' 1a.0' L .1" 3P 6 1 2S ^ ♦ 6 D" f6A 1 6 12 S' 16.0' 14.0- 7 1 2 S 1 34 7' 6. ' 0 1 S' 1d.0' is 7' Bill 11. i' 12 S 16 0' 0" 14 e. " 1 0 14T 1. 6 D' a D 1 6' 1 Si.s 6.0" s C" 16. 0 14 J'So' 141' 00' 1 ]2S 18.0 1 ^ ..r 60" 16.0 1 .11. LNr MSM 3 b WOODSCRfiW 41 49 s2 72 12.5' 160 lA0 10.1' 12 5 1 60 1 ll. 7.0" 12.5 16.0' 101 67' 12.5 16.01141" 91` 125' 160' 9.7' S.6• 125 16.0" 9.7• SAII l2 S' Lis' l2 6" 160" ILO 160' 111• 16.0' 9161, ].0 64' S 6" 12.5' 125' 12.5' 160' La.O 16 0' 9,6' S.6• Ba' 70• 9.4' 3.6• ]2.S 12.VT 12.5" 16.0• 9.6' S. 160. 9.6• !e" 16A' 9.8' S.6" 1/4 11.3/♦ McCO ) TAP OM'cPAi' 41 y 4B T rNMB 52 12 l2T 12.5' 36.0' 18.0' I6.0" 3 3 ( 125 1; s' 12 5 12 5' }6,0, 1l.G r 1 A' A. " 12.5 1251 16.0 10.2" 16.0• 9.2' 12 .9' 12 5 11 16. 1 14 16,0" Los'Ir, 0' It l 16.0' 16.0', 140' s 1 9 L' 91' ] ,5" 2 12, 5' 12.fi" 16.0 AS' 1 16 . _. _.. I A„rnrn,v NAMv W000 IUBFInt 49 12 l . ' I .0' •• 7 2" 1 '• 1 7. S.Y 4.5" 12.V 16.0' 7.0" S.9` 12 Y' 12. 5" 4e, 4.3" 823" 12.4" 4,e" 44 12.5' 9.4" 5,9" 5.0" 6,27' 12.3" 4.7" 4.0' 6,2b' 17.3" 4.7" 4.0' L B" S.e' fi.TS 123" 4.0• 2e 1 1, tt 12.Y' 4.7" 4o" 8.29 t2.3" 1.7" 4.0" 6,25" 12.3" 4.7" 4.0" ANCHOR NOTES: 1. ANCHOR SCHEOULP APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SMALL APPLY, 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, A ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR eQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT CONNECTION TYPE BASED ON APPROPRATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON ET 0. NTIFIUTION OFCO CONNECTION SHE 2 FOR IDE NN TYPE). 1 3. 'PANEL FASTENERS* ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS (`P-TRACK, STUDDED ANGLE, ETC.) USE 6-25"0.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL91'-AND 'U'-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4, ANCHORS SHALL DE MSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S, HOLLOW BLOCPL HDSF STRUCTURE SMALL CONFORM TO ASfM C90 BLOCK, 6. M@OMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCW DES STUCCO, FOAM, BRICK, AND OTrE0. WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL AE VERIFIED BY OTHERS TO ADEQUATELY TRANSPER LOADS TO MOST STRUCTURE 6. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONOTTION5 MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ID, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2• X 4• (MIN,) WOOD STUD (%" EDGE DISTANCE 1S ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE `SOUTHERN PILAF" G-0.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE N0WPS PAN HEAD (A HEX HEAD. 11. REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -POINTS SOLID-5ET B BRASS BUSHING. l2 MACHINE SCREWS SHALL HAVE 1/2• MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER MEAD (SIDEWALK BOLT) U.No 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. Ir DESIGNATES ANCHOR ODWITIONS WHICH ARE NOT ACCEPTABLE USES. 15 DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, 1 20-31543 1 -I--4 Q) Q) Cl) (D � U � O _O Q Q O O >� C C� j - CZ Q) (�� _v U O vJ JO O 0 Q L Q) �. O O LL c6 O > CU r••� 1f �4.-/� {„P J Z Z LU J W f n V J <V O L �P U O U � W c G Z Z Q J SHEET NO. SH 1.5