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HomeMy WebLinkAbout6328 Bar S Bar Trl� � INDEX OF DRAWINGS SHEET DESCRIPTION SHEET CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS ELECTRICAL PLAN 3 4 ROOF PLAN FOUNDATION PLAN 5 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLA LINTEL PLAN & DETAILS 7 SN STRUCTURAL NOTES DETAILS SN1 ABBREVIATIONS S3 DETAILS DETAILS S4 AB or A B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S5 DETAILS ABV or Abv- Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or AIC ADJ or ADJ. Air -Conditioner Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Rad. RAG or Rag. Radius Return Air Grill S6 DETAILS AFF or A F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed ST STAIR DETAILS AHU orA.H.U. ALT or ALT. Air Handier Unit Alternate FR DR French Door FRT Front RECEPT REF or Ref. Receptacle Refrigerator SS RETROFIT DETAILS BC Base Cabinet FT or Ft Foot( Feet REINIF Reinforcing D 1 SECTIONS & DETAILS D2 SECTIONS & DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLIK or BILK Block GALV or GaIv. Galvanized RND or Rnd. Round WP WATERPROOFING DETAILS BLWorBLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening PA1.0 PRODUCTAPPROVALNUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. BP or B.P. Bottom Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SGD Smoke Detector Sliding Glass Door PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CIR or Cir. CJ or C/J Circle Control Joint HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal SL or S.L. SPECS or SPECS. Side Lights Specifications SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU COFF or Coff. Concrete Masonry Unit Coffered or Tray Ceiling ILO In Lieu Of INSUL or Insul. Insulation SQ FT or SF or S.F. SO or Sq. Square Foot (feet) Square -T SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. COMP or Comp. Community Compressor KNVALL or K/Wall Kneewall KS or K.S. Knee Space SW or S.W. SYP or SY.P. Shear Wall Southern Yellow Pine SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. CT or C.T. Continuous Ceramic Tile LAV or Lay. Lavatory LF or L.F. Linear Ft. TEMP or Temp. THIKN or Thik'n. Tempered Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block El El El El El El El DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBIL 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 El [::]E:11::][:] [::][:::]L— 00 DEC or Dec. DIED or Ded. Decorative Dedicated (outlet) MC Medicine Cabinet MFR or Mfr. Manufacturer TR TRANS WDW or Trans. Towel Ring Transom Window Diameter MGT Management (room) TYP or Typ. Typical — DISP or Disp. Disposal MIN or Min Minimum LIC 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 Vorv. Valve (shower or tub/shower) DTIL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. DryerVent NTS or N.T.S. Not to Scale VERT or Vert. Vertical MEAN ROOF 15 FT. HIGH TYPICAL DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalarn DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional Worw Washer MEAN ROOF 30 FT. HIGH TYPICAL ELEC or Elec. Electrical PC Pull Chain Worw/ With ELEV or Elev. EQ Elevation Equal PED or Ped. Pedestal PH Phone WA or W.A. WC or W/C or W,C. Wedge Anchor Water Closet (toilet) FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. EXT or Ext. FBC FDN or Fdn. Expansion Exterior Florida Building Code Foundation PL or P.L. Parallarn PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit Ht. Ptate Height WDW HDR or WOW. HDR. WH or W.H. WIC or W.I.C. WNI or W.M. Window Header Water Heater Walk-in Closet Wall Mounted (plumbing ftre) FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES FG Fiberoass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN FIN FLR or FF or Fin. Fir. Finished Finished Floor PT or P.T. Pressure Treated PW or P.W. Pre -wire WS VWVF Water Softener Welded Wre Fabric (Mesh) OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION 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 04/25/12 1.00 NEW BASE PLAN 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 06/25/12 2.00 GRADE BEAM FOUNDATION 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 08/26/15 3.00 2015 NEW CODE UPDATE 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 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Deasigner/Engineer. 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. Payments will be made in accordance to the terms of the agreement. 12/19/20 5.00 FBC 2020 CODE UPDATE 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 7M r1Q JX F1 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 EOR 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 per![ 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 EOR 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 winclows and doors for caulking, remove leaves and 1525 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. I Co 7Nllftfl IV 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 Engineers signature and seal. W Co 13 r-cacl 0 P 9 L, WC4GXO-i M-J ILr- Z 2 Z W Ln RL a 04 Ci ( < CL U) LU Z Z CL CD mi CD od CID C14 a) 04 JOB NO 22-02369 sc4e�' AS NOTED_ SHEET NO. C S -iM1..rn""4R'�t�A�11�P'" � • � g"'TI�rT7rtn� �v a cr :n 0 J �V 3 Q to v c :n :n 12 E v E x v i In s 9 'o U a i Z 8 I v i o 0 :i e�V ti E 5 1 3 :R c �00 . KITCHEN 0 Co 0 CV I9 F� Fills. 10-1 i MASTER BATHROOM N VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w_ MEDICINE CABINET v 02 02 Q N ihM h 0 M KITCHEN ■�'�'=Cu .... mossomign mamma no mosEllommiin i"ia is ilia 111 N �,�ii BATHROOM INTERIOR DETAILS SCALE: 1/4" = 1'-0" VENEER KEY PLAN SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0- 24" TOWEL BAR TOWEL BAR ON WALL ABOVE TUB OR SHY TOILET TOWEL BAR $� ON BATHROOM WALL 4 SHWR. coVALVES TOILET 9 SOAP PAPER ° DISH r HOLDER�; 4 i� ro TUB G� m 1 0 U DOUBLE RODS co I Ll SINGLE ROD KITCHEN POWDER BATH 1 42" H UPPER CABINETS - 36" H UPPER CABINETS - LINEN 30" H UPPER ANTRY CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o 0 o BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE o Eeo CABINETS - LL • N iz u) Oa 1.2" v M °P rD 2x FRAMING 4 1/2" GYP iv `° N r BOARD - ^ c 1'-4"Xi'-4" "L" SHAPE CMU COLUMN - 0 io T iio ■ ■- LANAI 1 I 1 8'-8" FLAT CLG. A.F.F. G T. 12'-0" 13'-0" I I O I HB I 6068 I I I 10'-0" FACPAD O 35 SH o in NOOK' DINING - 8'-'8" FLAT t✓LG. 8'-8" FLAT CLG. o TILE �i CARPET I C I I I o o o T i 10 13'-2" .11 " 6'-0" - - 2'-8" 2'-7" I - 2 O _ _ ___2_x6WALL LO `N - I f---� I ML D.W.---� `� �' FAMILY SINK ! 8'-8" FLAT CLG. -- N 'N CARPET ir • KI iv S6 I.. �I N 8-'8 FIAT CLG I TILE - TYP. @ S6 I� o T 7t -- 2 STORY _ CO TYP. @ - R I u? N - M 2 STORY I % I i. ;t - I wLMPH6 BASE _ - r====�� 1' �o UND R G1 RU S 2'10" T 11" 1 ALT AC PAD - I 42" HIGH 1/2 WALL W/ 1x CAP o L-----J 0 T-2" T 4 I 4'-8" T-1" 4'-1" O PLUMBING LINE 4'• I I is N TO SECOND I I FLOOR � p /D I I V V 4 TP _ . 8'-8" FLAT CL r - r- -1- - = TILE I I I L i 2f}68 �F. 1 110'0'1 ID 1 1 1 1 1 P - N '- I I I I , I 1 OPEN I I I I I I I I ABV. - (3) 2x4 #2 SPF T S3 2868 115 114 113 112 11 11 171 16 15 14 13 12 11 STUDS W/ USP EDGE OF SLAB 68 28- - HTT16 @ BASE 2" BEYOND WALL SW FOYER - = W �- Q C S4 H2 C - t j H.W 1 S3 S3 _ 0 TILE m O w 6'-4" T-10" 6'-2" 2'-8" -11' 4'-1"' U J`r BUILDER TO PROVIDE l� p m APPLIANCE PROTECTION NOTE: FINISHED WALLS ` ■ WHEN REQUIRED PER FBC TO BE FLUSH. FIELD 1 � VERIFY. O LU - - -- - - I Ch CL U L I --ACCESS 1 - r` 9 1-:[-- ENTRY; } C7 LAT 8'-8" FLAT CLG. N C� F- AFF -------- ; LU 1 N CD LAD G.T. T 10 7��j TYp, @ _ 8'-8" FLAT CLG. A.F.F. SINGLE I I STORY I I I I K I I rn -- I S4 I HB TYP. @ 1 GARAGE 9 - ■ ■ ____-_____16070OVERHEADDOOR___ ■ BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 1'-10" 4'-8" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25 S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 184X62} S.H. 16 20X72 18JX71} S.H. 11­12 271/4X26 26X25J S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 31l S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 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 } X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54X72 52JX714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 FIRST FLOOR PLAN - A SCALE: X"=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided With a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. 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 SAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. .0 O N 0 N f . .t N Q �r r z 15 C C Ali Ala - LID c :ll _� n � C s (6 J, U O � C. U >>0 Gill ��L91,1111!ftlll W/V Ib Kry ' -(P 6`. * Q^ LO F ESSI llill114 �� 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 engkmdng portions of the drawing pages bearing Engineer's signature and seal. Q E r� o c � N (0 0 5NCvl N N LL J W c0 � LL 0 N 0 �NO� L+- a- c ii w v7 SQ u' Z 13 130 _J a � tm�0 � 09 WW S'L-NG W OJ J W ��°'°' Q�d a Z Lo CIAz X N O U Z O 6 _J rVA El 13 13 W c9 R z z E z [LJ �' ' N �W V 4-.J � N LiJ v - � WO W 8 Ln YZ M c J3 w W z� Y 06- N ® O CAD M w o s L.L z o a p E U �� O 10 i• a U � H E �o Igo �3 zO N N L '-' a� < o W� W m rp CO C - � z .8 V=iO 0 o Qz cQ z J33 orb W aZ > oLL 3 as ga O �w W U �o LL xG NJ C : CD CV zla c� 0 _ '6 O iv rn c` m M m O N -0 o LO i O N Lsn r Q N �- ai z E M N �; N p z z c E INiv E c c a U _J Q C3 JOB NO : 22-02369 SCALE : AS NOTED SHEET NO. 1.1 '---�..a:.. _ -... ...r...�..�,rr.. rr,.,r".u.�.... ��NWWa.+.e ♦:.si:�..,..�. , y,..s,e_.,,:�Y.uulillW.Y�YIUIa/W6Y.;1�4,�.s:r'y.rW�r:,a. - s......... . ,�..,�,ir.a :..u.._...ru..,y.a:.... ,,n.L. - - - --- ��'-kL.`�' - - .Jib STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. ,44' s � Z13 42" KNEE WALL WITH 0" 1 1x8 CAP & CASING I %10 rGRASP ig B STORAGE GRASPABLE °4`� �8 RAILING i7 UNDER STAIRS -16 1x TREAD 1x8 CAP & 5 TYP. CASING i4 1x RISERS (3) 2x12 (TYP') 3 STRINGERS 2 iv 2x FRAMED WALL 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. rN CONT. HANDRAIL 42" KNEE WALL RETURN TO j WITH 1x8 CAP " &CASING WALL DETAIL DE PLYWOOD DECKING P. FLOOR SYSTEM SCALE. NTS r- `l = o 00 T- 1 V@2 CONERS � ` L 2x FRAMED WALL TYP. STAIR SECTION SCALE: 1/4" =1'-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch, Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9116 inch or a bevel not exceeding '% 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. MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM - STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING- (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO - SEE PLAN FOR LANDING DEPTH 0 Z 0 g O LL Z 0- w w rn PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. E 9'-0" MAX LANDING LENGTH H1 = Ow OCn = 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP J S6 TYP. 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP DRYER VENT- THRU ROOF. HANSON BOX @ 36" A.F.F. LAU N 8'-0" FLAT CLG. TILE 12'-0" 5'-4" 60" X 36" SHOWER FIBERGLASS T-4" I - -- 5'-5" BATH- ' ,FLAT bLG. 2068 TILE 4SH Co o 9'-6" H1 A 6 2O D2 16'-4" R&S - r- - - - _l I WIC ;�ipe s 18'-0" FLAT CLG. 2068 =CO I CARPET 2668 LE TO 7' o TILE A. F. F. UHA mil' IF 4SH '-0" T CLG. -1 TILE 2468 T X TP TB ir BF � 5'-9" 3'-0" T-3" _ - 2668 - `'' +� @_ 1 w I D. 00 42" HIGH 1/2 in E WALL W/ 1x W `n CAP W MASTER BEDROOM 8'-0" FLAT CLG. G.T. CARPET - - - - CHASE 4IHI 6 C7 Cl i 6' '14113'12'11'10 BEDROOM 3 8'-0" FLAT CLG. CARPET G.T. - I I I I I Q I I I I I I I 1 I 6 4 13 12 11 N 24 SH k T-8" 8'-0" I 4068 BF I I I I BEDROOM 2 � --- -----� 8 -0 FLAT CLG. Ca CARPET - G.T. I I I 22 I I I I D1 I I 00 4068 BF I I I_ --- ------I I I 25 SH D2 EGRESS 22 I H1 D1 I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - -- -----------� 10, SIM. w/ (1) MSTAM36 FLAT STRAPOP N H 4 r 50 0 140C RFV 10.1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. H SPF #2 9'-0" 2x6 SYP #2 16" O.C. ' WHEN THE TOP OF WALL IS GREATER THAN T-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 381 18 J X 371 S.H. 14 20X501 184X50 S.H. 15 20X63 18}X62J S.H. 16 20X72 18}X714 S.H. 11­12 271/4X26 26X25J S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 371X26 36JX251/2 S.H. 23 37 J X 38 } 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 J S.H. 33 54 X 38 i 52 } X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 6 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE C(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 LVL 2.0E Fb=2950 C(2) - 1 3/4" X 71 /4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" CA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SIN 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 +29.7 / -39.7 SECOND FLOOR PLAN - A SCALE: Y4"=1 '-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other Surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. 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 EA% GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) (D _o nt Z, J 6 Q •� �, L �I J : V; > C W "- C a W J, O O J yJ > > 2 a LiJ "till!111no/ Jl�.ovVN "\v 4 J �or�P •F U9 " O F E S 51 !� ` flrflllltll9fl' �� To the best of the Engineers knowledge, information and belief, the shx;tural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edilion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 119 E QO MQ (0F­ac O N _N FR J M r- W J 'n LL v , w LL Lu (0 dui r-L w a my LLaY Q @LLLL a- uJ 3 0 0 13 Z o r ~ O w �. rp O J m m W�� d a2 r Z L LL N M Z a y O a OU U3 = W 0 R Z N � z � z ¢_ _ - N M C.9 ei a) 4-J UJ U � 0 w Ln c_ Y l/1 f'6 = W L L rR 0 c Q Y s o �W o g E wo �� >o goo O H w� ¢z X U oa D U Z -E � roS �0o W L 0 m • � N C C z �o O ZLL Z N l 9m tl aw Z 3 a O Z _ 0 a nw W V r " �a i 3 o .°, z w U 0 ;o mi 5 a 03 c 12 O _ J Ln ip d' 9 M M LL. V) m 4-1 N � o L♦n N T' Q N T hi M N M y CV o Z Z E N m E M a v _Ja o = JOB NO: 22-02369 SCALE: AS NOTED SHEET NO. 1.2 V*1 *� 4' `%N-IN rn Xi a v v S cao 14 a A) C Cr S J La c�v IV CM I v J a i a C }i 12 5.9� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS -------------- — ---------------- HGT. EXTERIOR PLASTER ON FRAME CJ 25 SH 25 SH 12----,,,—FLASHING ------------------------------4�/ -- -------------------------- CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH ------------------------- 12 5.9 _ J HDR. 6068 SGD REAR ELEVATION — A SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 50 FIN. FLR. FIN. FLR. T ib t 12 5.9L'_� 5'-0" RIDGE VENT 4' OFF RIDGE VENT �'i FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS RIGHT ELEVATION — A SCALE: 1/4" = 1'-0" 5'-0" RIDGE VENT FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. --- --------------- ----------- RAISE BANDS OR HGT. FOAM PER COMMUNITY SPECS 6" TYP. r EXTERIOR PLASTER AG = ON FRAME 9 00 1 H3 SH q 1 H3 SH 50 EXTERIOR PLASTER M I- F_ CJ CJ ON FRAME -- —FLASHING 24 SH 25 SH 12 12 12 FLASHING 4 FIN. FLR 4�-------------- ------ — — --- --- FIN. FLR.. 4 ------------------------------ --- — — — ---- T.O.M.:- T.O.M. •- CJ / WEEP CJ / WEEP r r, HDR. IV TEXTURED 1U/ ED 1U/ F11 � CEMENTITIOUS TEXTURED FINISH ON CMU CEMENTITIOUS iio FINISH ON CMU SANDEDOP FINISH 1E1 H3 SH 2'-0" o? E:1===E:1=== 50 ooN--- --- ---Z --------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FIN. FLR., FIN. FLR FRONT ELEVATION — A SCALE: 1/4" = 1'-0" ALL TRIM LINES ARE SCORED LEFT ELEVATION — A SCALE: 1/4" = 1'-0" 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. txtenor uovering 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"A" 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 - O h. _' ;. . N z 1 : i� .' S ►i 1 ' (1) .0 O� a C (6 0, O O > CL Lu r IJ `0 N N ' - • —; Q \ N ­J l .� F LO 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. C> o $E n 8 N�vc v mLL li 0) a r'nN1- LL Lu a y M st � Y LL LL � d 0 Z L M 0 O g 1 C��o� W L ILW -- aa OD N MZ aWarnO O U U_j Cl Z oa❑ 0 Z N � z � Z a E3 z .� �4-J_ U LL o W �0 w $ V) c Ao w t 8 Q & S� o w IL E E 0 z� �� �N z• Q E F- wo Y O Xz� o U Z E O E ro g i W� q; t 0 o m� to Cx z O O¢ Z d oti w O 1 Z p a ywO W o >g za a 63 c CD 0 J rn m cc �. N r T W m 0 O LO � N o LO N Ln ai W M C`V y N o Z Z E CV a c0 � ¢ o JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. 2 P i ) J ) T ) ) J 3 i J J J j I ) T J I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER #14 copper to lights & Outlets NEMA t 150 AMP/ #12 copper to 20 amp ckts AM 200 AMP #10-2 copper to WH #10-3 copper to Dryer n2/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #—f[4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1.5" VTR III I� I I I I r\ I I /> I \\ I /' � i I I I I I WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE PLUMBING RISER- P.C. FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACKLIGHT LIGHT SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO FLUORESCENT LIGHT FIXTURE BE VERIFIED WITH PLUMBER Q EXHAUST FAN SWITCH FOR DISPOSAL ;�� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) - - - -GFI f ® PUSH BUTTON SWITCH - DOOR BELL j 11 O I GFI SD SMOKE DETECTOR I - ® SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) GFII / IGFI TELEPHONE (OPTIONAL) _ i 2 X 4 FL. / USB TELEPHONE/USB (OPTIONAL) - GFI1 I I KITCH ESN I F TELEVISION (OPTIONAL) _ ❑ -V 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. _ _ = I I DEDICATED RECEPTACLE O THERMOSTAT I I FOR MICROWAVE ELECTRIC METER I I ... � - - - IGFI RANGE HOOD PER SPECS ELECTRIC PANEL ===,J 3 I I DISCONNECT SWITCH ^_Enj J ROUGH -IN FOR OPT. CEILING FAN G CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE'LINE, (1) DATA PORT 1 OPTIONAL LIGHTING SCALE: %4'=1'-0" TT Y r- - - - - - - - - - 4 I ROUGH -IN FOR OPT. CLG. FAN/ I I ;LIGHT PRE -WIRED BEDROOM 2 I I I I I I I I I ----------- I I It I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SWITCH FOR DISPOSAL IN CABINET— r_===—i IIf _1I II ALT II AC PAD I I L=====1J WP GFI 4 DISC. H w3 0 0 crU1 >Zim PER SPECS ELECTRICAL PLANS - ELEV-A SCALE: %4'=1'-0" o o CV Z �t f_ LO +r rS _LILC C M V O a >> tl4—w N 0 N N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) f $ Q o I N C7 N 4 � C W J LL W �Nro LL a. M LL LL a S a ul J �-� 0,O �o' c c C p s " Z ML IL L a 00 N M Z W N O O U U coo Z W �El 11 cD c ) Z mN CQQ7 Z pp W z J 1 ^ ' N M Z o . W N � a U 0 W v C Lr J r g z® U _ 0co o co J Z` w Z i J ❑22 i o f0 )Z o QN �z ❑a E ao ❑g Z O O @ cv i az wg 8 ao WZ auml .N- Mr Cl)C o mf p oLL Z __ � J ym � ,sg� a� N 0-3 op a w Z�a1 Z w W ��; IT �� J o JW w` �_ � w a oi3 i°d C 0 T 1 >� J L1 / O N rn CM co I N a CT W m N � o L0 N r Q N r m co N iri N o Z Z E N �o ` a E U JOB NO : 22-02369 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPA 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 288 276 39 138 10 69 0.0 0.0 0.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 '"NOTE"' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: Y4'=1'-0" N i O O , r N 0 � N - S CV - CD Q `r J iU y a ICU O O C V `edy,tillUt1111 //> rs N U C;O 4K F oF L r!/O/JNi11��1111�1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. m W ov Eco 00 CC WW VQ N N co F2 LL :: 0 c vmi J , (0 0 -o$'ALLLu I» U71--1'L - W a LL a Y adrC'4iv , LL LL a Uj b �S0 Z C YQ, S L rf O O H W co MO J W a _ Mz p'tn p LL IL a N U -j y (5 = �El El W Z fCCCQQQ�??? �Np Z ID Z V Q d � N M (n Z v o rN W U O—� 0 ZD C U_ E z S o Q U r~ co Q O co Mz w Z¢ O y o � it ce a E V W¢ 0o z } zS z® ❑a N g V 0 p Z O C (O N i ap <z <g z ¢ � d to N c N O m� O Zz z N J ae Q W �z $ 8W 30z a W W U C, yz Z sir =3 �w �0 o1 CD zld U 3 C O O T 1 Ln O m m CV) (o N : _ Q r Q. �� )^ Vm (.0 O N-0 04 � N Ln CD N L.ri T Q N T m m N coH N c Z E E v uj c n U -j ¢ o JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY '•;,,:' ;r #5 X 25" X 25" CORNER •'• BAR ONE FOR EA. ' ' ' ' HORIZ. REBAR, TYP. . •" . U.N.O. • •. • "Alternate: The reinf. bars shall be ��; ; �;r', ; ��,:.•�;:,: �r cont. around comer by cold �'�r.; • • bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" IP -v PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER o TO MASON'S SCOPE FOR WIDTH to zD 0 F- 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. - 0 10 T TYP. @ 2 STORY U.N.O. / J 10'-01, 1'-4" I T-4" I V-4" L S3 I 11'-8" 6'110" 1 �11 "I I 25'-0" 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. 6'-2" 51-2" TYP. @ 21 -81, 2 STORY SE 5-2" AC PAD ■ oil E ■ ■ /j ■ ------ --- ----------� T! ----I M S3 1 INDICATES FILLED C LL /3 00 PSI // I CONC. GROUT FROM =TR TO BEAM w/ 1#5 REBAR VERT. TYPICAL @ ALL PLAC BO E S 9 H SLAB. WN 1 HOOKED FTG. DOWELS 1� HVAC CHASE 9 1 EMBEDMENT W/ 25" EKT. AB VE SLAB /j BASED ON 1 1 "GRADE 40 STEEL" // LOCATION 1 ■ I 14'-2" 2'-6" 0 6'4" I oo I I II I ■ / S6 ■ I I /t� II I TYP. v 60 // I I 2 STORY I ii q' ELEV. T I ( I) nil i ■ U.N.O. r — — — 1 21 11 �1_$11 PLUMBING ( I I I �ALT � I / STACK F I I AC PAD I I — C' ■ Aj U L_--J STUB UP TO I o 2ND FLOOR 1 FOR A/C —I C.J, — ■ A I TB 0 M q 3-1/2" MIN. 3000 PSI I `� CONC. SLAB FOR HERNANDO COUNTY I ■ ONLY 3-1/2" MIN. 2500 PSI CONC. SLAB OVER I o 6 MIL VISQUEEN 1 r VAPOR BARRIER — ■ = 21-6" x 2'-6" x STUB UP TO -ram' 1'-0" W/ (3) o I 2ND FLOOR #5'S E.W. I M ■ �----FOR A/C --- I --------- I 14 ■ -- ---- I ■ 6'-10" 2'-8"4 9'-8" H.w o C K I -r', 3 1 /2" IS 1 I c S3 S3 ii, '-811 IL ER TO--1----1 w PROVIDE 1 z APPLIANCE 1 ■ ■ ■ ■ O 9 CV M Q a. PROTECTION TOP OF CONC.I &-4� PROVIDE 112" x 9112" V Q WHEN REQUIRED PAVER TO BE 4 I o RECESS FOR FRT. DOOR ■ i PER FBC ( BELOW FIN. FLR. I N o I P L iL-v 1 `n I IS 1 S3 LU >w - I i ■ — — S3 `T I o 2'-6" x 2'-6" x 1 I-0" I iv W/ (3) #5's E.W. — C.J. — — — I 2'-6" x 2'-6" x 1'-0" (2) #1 VERTICALS W/IN ILLED CELL I ■ W/ (3) #5's E.W. I A S3 I S3 I I o TYP. @ — — — — — — — — L — — — — — — — — ire SINGLE STORY —2'-0" x 2'-0" x 1'-011 W/ (3) #5's E.W. 1'-6" 16'-8" 1'-10, - 16'-0" 1'-10" 5'4" 25'-0" 2'-011 x 2'-0" x V-0" W/ (3) #5's E.W. I- O z O O (n O N zM F 0 O � O r 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 FOUNDATION PLAN - ELEV-A SCALE: Y4"=1'-0" (',LD O h ( t 7 L �, 4 - C x rz t,s IZ C13 0 O U 1✓ro0a i ``E\ilittFEttf'►P}�,������ �R0 1 G Q Z U �Uj O OF -t r ,u a A•••''FL R•••''••° v ��0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 n 00 M � r # Q $ $ 8 N C'4 _ J 6 C S J Q ao S * "- WW nem y! yr4--- u,, N My LLaY Q C J W y SQ LL V O z t� 011 Ed a Z rng <a 00 a N ,Z�¢QTO Z O U UIL co❑❑❑ W CD z � � z CD J d � - N W CD �4-J LL fD C) U 0 kA c w W W ■■�-pE L 8 _ � z A Q • s RCID W M 2. z 7d u E z 0 E U CO wI 90 =0 W i Os Z p N XU i <0 <Q =O 0� dz � T s_ ao a� mf � c -g` 8 Z Cn J ab s �Z O W U o a z 1, - w Will A cOi3 C O O J m M CID N V ~ to 0 � N C) o (V T Q N T N N N N o z z E Iy E C a U Q p JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. 5 07 ,OWFIVA AAM TYP.@ SINGLE STORY CJ 1 B m m 7 U U A TYP. @ LOW ROOF U.N.O. �\ @ LO `--� LOW ROOF U.N.O. CJ1B RS E CLADDING WNDFPRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 5 ftND RSH JIND SPEED (ULTIMATE) 140.0 MPH JIND 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 AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -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 e%) or tYY32' EXP. 1 (32/16) TILE: 15352" EXP. 1 (1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7%2", 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 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. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC, Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8"ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 "* 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (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" MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 13100-M 3800-F wSINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 112" 1 HHCP2 680 570 (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 (+/- 61 *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER x CONT IAERDGER� SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y4'=1'-0" "d L O N p N N � � 3 -, ? C y <1 Y u iL Q) C1.O M u, O O O C U'-p >>[L�W ir',�tjf�� ,�,>git'•U\411it11 O M s A S S ) off To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E O C" 804 N it oJ 6 cc # IL Q W % ik M rnrnZ LL W a N-j 04 v , 6. Y �LLU_ a� _ o �_°' 0° _z °rn�°'°' ¢¢a a "1 ILWN M Z p' V O c630 Zdo W �01D V v z z J d � N M N z V C1 v � o -J w -' o�� SN (/1 o_ �Ln -41 '- (a m � tt 8 wC) z = co w M M Z U E s� s ?ca Q O H °w 0 8 ra o ra WWW N L 8 ado 0J mg �0.. fQ C z or "� O Zz N t�i ap W aw zZ Z W d w a yw MI5 O CD °5 a? ' 3 O �C) J L6 0 0 L N � r � m O N 0) o LO N r Q N T ai m N :3M v; N c Z z E N e E a 16w U Q p JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. 6.1 TYP. @ F CORNEI 7 r TYP. U.N.O. I I I I I I I I L-------------------------� ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft AND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY 1 C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 1 -49.57 -49.57 49.57 10 GABLE -38.22 1 -38.22 -60.99 1 -60.99 1 -60.99 1 -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 (?V1s) or1%2" EXP. 1 03 6) TILE: 1%2" EXP. 1 (33ol'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3V' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%', SHEATHING SHALL BE FASTENED WITH AQTM F1667 R4zRS-0310d (2%" x 0.131'I NAILS OR ASTM F1667 0S0S-04 (3- x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]412:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 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 -1 Od x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- wl (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 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 ** 172013125 ** 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 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" 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 F 1EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w ) 16D SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Cd x 1 1/2" HTW20 1530 1285 24-1Cd x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 1 605 12- 10d SPT24 1090 12 -10d HCP2 590 1 555 12-1Od x 1 1/2" HHCP2 680 570 1 (20)1 Cd 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 3112 & 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 Y 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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 11 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: Ya"=1'4' o O N u cV "' to .6 (Z jr, 0 0 4 J 0Z- > > [L 4•— W ,0'pJ111111a1►e��F�,r f� '�� A•.•*ram..... N Cj U No CftLL �40 �W,!s, Ope,5 1OMP� "'011111101"o.0 , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA 2 E ro H o m r * n Q O Np� N —r N O G J LL Q :1 � op N ik LL. w y � r- I- u w a N v LL a Y LL ii W ZZCL 7" L . , O 0 � 'W N m O -j oo co W ��O'O' <Q Z N MZ xrg0 ILa v ti Z p V W ❑ 1:113 z z o v J rz ,� 13 Un ■ W �•�/ (i LU •U o. 0Wg ,c,N^ r" U �— E z $ = U C rn � • Q Y Q CIA o w _, O m z g 00 g® a 0 E U _E fU k� 5a ¢F ❑a jp 0� CD<_ N S ¢O z w L rp Cn C Zz z OY '0 ZLL z gz o W Q. �o m w rt: J J= p r zI°d ax 0U C o O T y N � fa V � M t0 N Q Cr r Y T .2 O LO 0 N o LO CV LO r Q N r E M N C M Li (1 c Z z E N E a U JOB NO: 22-02369 SCALE: AS NOTED SHEET NO. 6.2 r i I 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O a e vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM dr GROUT SOLID `7 1 I q :. N W � J O #S BAR CONT. 8F12-1 B/1T ""LINTEL DETAIL SCALE = N.T.S. E: e I nawm MKFM TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w j _ U16- B/1 T Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-reecastlintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR ATTOP ALTERNATE POWERS MIN. (1) REQ'D LEAR STEEL LINTEL A a 4 .M.U. #5 REBAR AT TOP a• • MIN. (1) RECI'D 1-112" CLEAR a e d A d s GROUT J • REBAR AT OF = y r j t - 2 W BOTTOM t%j LINTEL CAVITY OWOO r o-BOTTOM O Lu U$ Z REINFORCING ¢ d7 � 7-5/8"ACTUAL PROVIDED IN Z LL o w ,n "NOMINAL WIDTH LINTEL ¢ O 3 m (VARIES) ai R 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) C.M.U. C� A ' L 5 REBAR AT BOTTOM AS INDICATED -- G 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 6'-0" LL J 4'-0" LL O 8'-8" LL OMIN. 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4 "=1'-O" (2) 4'-6" LL O 4'-6" LL E 5'-8" LL "r3 ( O O a 0 11) W 0 O , G U > > 0 LLLI • �a � \J �`jQi �i N SPA . 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 $ m �r E r- m� Q 8 N N# pp °1 LL (.i .ram. _ O E ,� J , FA 0 S LL Lu „oco y to t- rZ V LL w a a Y 6-v co LL LL d LLI �,Z _L O� 103 C OO:INcM O _3WU < ) °< IL Zv J AO UW W ❑ ❑ ❑ Ur o' Z � Z Z rZ � U) V) Z m G4-J cn (6 w m o j� Tt+ U O w $ '.w � I-J E g I L U Qc �I a 3,9 g � CD � W li■ s� ?• V N F rO � � Xo w ¢ O UU OU 0 N � L %F o Q ww ^ O U O sm i 0 Z Y Z W C� J rb gm ofZo Wa� U 2 ao U �W xG CD C=) a 0 a �Y Z U 0 `0 C _ J O L M :3Cr U co O � LO 0) N LO o T Q N r E � M " .. z 3 y E N y E c a J _j Q p JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. 7 I[11"'R'*''IIIM' NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. THEE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING S CO P S 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 51TMS 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/0 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 0 1 PLF APPLIED VERTICALLY D WNWARD AT THE TOP F THE GUARDRAIL F 00 E0 0 0 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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-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. 2" 1 Y2" 3/4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.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 permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irriggation/spnnkler systems includingg all risers and spray heads shall n8t be installed W hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative oementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment is required 9. FBC-R tbeRrelmoved tie ncrore teeteonorposoT ana meorrt�. r along the foundation perimeter 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 exteror vertixxl chemical barrier,must be installed after construction is complete, including andscaping and irrigation. Any sol 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. Tfie certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES ETC HALL BE F TOLERANCE S 0 A 0 NCE 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 T YP # T O BE S 2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. -� O v O • N: ;ter �-` •� ti c c a_ co O `0 :3 C U � t IS, 0 LU t •''-• N E '•C-4 N s�. CAN moo" 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. C LO W E nor g c -W '� N LL m a? J C ao S * LL w �C40 LL CL Q r6 u- u- a w 3 O _ 0 20 0) ? MM1 0° @Nco W0 ��co°' a a L? WW GOao Jai N Cl) z O y C)U_5 Z ❑0❑ W U z � S z Q CL �C1 GA ,,, 0 A V 0 LLJ � � m �� U � t C rR Y t M ma w Z M i < a E m� wam L)o O �F �i °o< Wz ZI- N L Q p W s ydi. - xo C z Yzz �$ m o >2 ZNC N J w sZ �o $� U N� Milla� �d is U`S °� O __ 'L6 O m m 0 L- (M co CN =)Cr �1 m O LO C.4 0) N LO LO r N Q N T ui M r N M o z E E a U _j Q p JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. SIN v W I N a N ^t N O av co tc a i E 2 E x 12 t� .:3 J- a a I Y i 0 8. J t� 9 0 a ZZ z v 9 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE 0 0 0 5'-0" - STUB -OUT FOR 1'-0" 0 9 GAS METER 0 o Lo � U (V Oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 ,Hood 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap r � �. 1' 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 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.' local building code for appropriate details in ;V One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica 3" (10ri) nails at R" n c j, ,Z/ Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM w STD. 90° CONT. #5 BAR CONT. #5 I HOOK F BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small 2" max ) gap 4 max. Clinch nails when possible 1 Tight fit U I� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist B ring Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 13CI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 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 wall 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. — 6A 1Y" ROUND HOLE MAY --/ 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 1y" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1' Z' 1' 2" 1'-_T V-3" 1'-7' V-11" 2' 2-Ii' 3' 2' 3 T' Any 16* joist 12 1'-0' T-1" i' 2" i -2" 1-3" vw 2'-4' 2'-11" 3-T' 4r v4r S'4" Spoq lt) 16 V-0" 1'-1" 1' 2" 1-2" 1' T' 2-6- 3-2" 3-10" 4-91" 5' T' 6-4- 7-2" 20 1'-0" 1'-1" 1' Z' 1'2" 7-0" 3-U' 4-0" 4-10" 6-11" V-11" 7'-11" 8'-11" ��---- --- --- - --- 24 1'-0' T-1" 1' 2' 1-3" 2-0" 3 7" 4-91' 5-10" 7 2" 8 9f-S' 10-W NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION kt 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 \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount' Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p `depth °I l I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS • SEE PLAN FOR •• • . • . FOUNDATION INFO ` a STEM FOUNDATION (—GRADE REINF. SEE PLAN wu UnHac + rvk1 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/METAI2TSS 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" v CENTERED @ PIPE PENETRATION t o v ° °' d: v �V,� =° . -r r M 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION .A ° ..d co ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d v °a. a ea L d *Ts I ' d 4 — ° �p a v SEE FND. PLN. SIZE & REINF. O O '- c' z • I' ka v, 0 O >> _.2LU IV �?+ I `V •' G� 5 U �40 • 4L O •.*•• dfi L O 4 •**.• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 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 w) I- E^ IC o r> j vc N N LL O! ♦, O C � J 0 to 2 °S oc a a � � rn V U- w W M y LL a Y waul� 0 0 0 �LLu- Z Mi?� o t;og O F �* �•tpNco � O 7 W o ,, .- on W ��pjO' d 'f. Go k N M Z a. y 0 rVn Z W ❑❑❑ z z J a Z � V' S (D4-J C1 cn t'a t.i_t W � U O w s V) c U 9- '. LJ..1 J c � 8 cm & S� o M z2 o W 1, E z. wo za z ~ o O oa go °dz g I � °W a? �g w� mo . N C z2= oY �LL Z sz W � Uo w � ° az �W mLL W NIo 51. c 0 'L6 O rn m L M N T T Q 0^7 3.2 vl m O N LO o 0) L� r CV Q � T E M c M h Z Ny w V a v Q o JOB NO : 22-02369 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . o ° SHINGLE ROOF, SHINGLES TO A BE IN ACCORDANCE w/ ASTM . °' • p -.' I 4 D7158-CLASS G or H, or ASTM AIN D3161-CLASS F, IN '�-1 ° III 12 P.) VARIES Z ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING „-LI I - - _I - CODE 7TH EDITION (2020) RESIDENTIAL 8„ ROOF SHEATHING - SEE INSULA TON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG � SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" ELEV. VARIES \ 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.0• 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v cV •' ° ► Z_ co 6 MIL VAPOR - BARRIER D — r COMP. SOIL. (COMPACTED TO 95% 9 - MODIFIED PROCTOR - M7 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4- (1 STORY) ON CHAIRS TYP. STD. 90 HOOK SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA 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 1411 O.H.D. RECESS = PAVERS M - ;. �• 4„ SEE A/S3 OR J/S6 T 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. 0%) 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"* x 10" "J" BOLT @ 24" O.C. W/ 2"ox3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 211 ELEV. 4-3112" z 31/2" MIN. A.F.F. p N ;0 0 ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/(10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE %— STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT P.T. BOTTOM PLATE INCLUDE THE WALL6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS �2 )�2x WWF OR FIBERMESH Film .. I.V.21 1�llhlll �� �� �1••�1 II _re RVA 4F ■■ 11 —0 '—=I rot -IL—mt • A. . �. '"'"•f= �11=�:i1z?I1:�I1.�IL=1I�� Ihl ��� • SCALE:3/4"=V-0" \ S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING OS���aE ?Cgi- NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 04e 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N���o S �G LOAD BEARING OR INSULATION PER FBC AND ENERGY �'��N �/ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10--0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8„, x 10„„ J„ BOLT @ 24„ 0/C W/ 2„" X 3/16 „ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " (IF NO UP LIFT ON 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#) W/ (10)10d NAILS SPACED EVENLY �, FIBERMESH WEEP SCREED INSTALLED BAR a I- BOLTS 6" MAX FROM 6 x 6 W1 A x W1.4 N _ •- _ TYP. .- 2x P.T. PLATE PER MFR INSTRUCTIONS W END OF 2 x PLATE WWF OR FIBERMESH T ASSUMED FINISHED #3 OR #4 REINFORCING BAR v n ° ' GRADE e ° . F. z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40kSi Y- a ° MONO OR STEMWALL z M 1-- ° i _ FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP ] [GRADE 60 MIN. Fy= 60ksi] a. m D _ r o r FOOTING MONO SHOWN 2 - ooJxx\77- w o ° - - FOR CLARITY °O -- 6 MIL VAPOR BARRIER o ° Cl) _ #5 REINFORCING BAR I• — — — '- #5 LAP SPLICE (2) #5 CONT. NOTE: *FOR BEARING WALL = iv -; - _: r COMP. SOIL. (COMPACTED TO - e ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 81' V-4„ 8" W/ UPLIFT ONLY __ _ -- - - 95% MODIFIED PROCTOR ASTM 10" (TYP') D1557) 1,'Y„ 4" A #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING K"E REBAR DETAILS rF WALL UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. w/ K"G SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION.�,S3./)SLAB INFORMATION. S3 6x6W1.4xW1.4 WWF OR FIBERMESH / • 0GRADE INS I HIM IN MIN. TYPICAL THICKENED SLAB EDGE L SCALE- 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E s , N c+) f - - .'. 4„ I co t I I N I SEE A/S3 OR J/S6 -I I I I III„I IL- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA� a INTERIOR °. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 6 v co 6 MIL VAPOR -_ BARRIER SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO ° ' SEE PLAN FOR " " TOP OF BEAM 11, & LAYOUT DESIGN SEE ROOF PLAN 7 ° ° a ° -= (2) HTS20 FOR STRUCTURAL r _E _ BEAM SIZE & 4r CONNECTION INFO � ° ' 8 a M • ' •. 2x4 #2 SYP P.T. FRAMING w/ - - SEE A/S3/J/S6 " MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. on SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" 53 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 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 TO FOUNDATION PAD _. INSULATION PER CHART Z O SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�`t ' r „ ON FLOOR PLAN CONT. BEAD SEALANT on w H j SIZE VARIES PER PLAN M - ZGRADEa co --j` ) ¢ w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR i ==I = 6x6W1.4xW1.4 iv _g w w SIZE AND REINFORCEMENT) w • '- WWF OR FIBERMESH �, Z f=— w o '_ LU -' -I v BRICK PAVERS or SLAB PER 00 = -III • «' • • z_ qa COMMUNITY SPECS ILL _ 1 ! l _ FOOTING --j BEYOND ,,I .. ;..'r:.. •• . PAD REINFORCEMENT -" - 3" MIN. CLEARANCE SEE SCHEDULE 4" 4" ' i CONC. PAD NF[ON FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" �'� �^'=t'-0' ��3� SCALE: N.T.S. S3 -0 cv .4; Ln J 5' tiT J, U U E> — Tit eel'+• t•�.. •'GIN ��,,..... ,, N S E ••,. M ��, r • '0�40 y V V34C f, 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 portlons of the drawing pages bearing Engineer's signature and seal. o � g �� v 6E �� to00�v w a M v u_ a Qai YYn Cq iJi u- CL Z O tm o0 to N co O �2— W = IL 6 a MZ a.to O N Q U � on O U W ❑❑❑ � Z � z � J N z � U o 4-J EL Flo OLLJ -a)v) c Y LU CJ � CO • N o MZ W o U_ E wo oo as ogo N V E a� wo aZ ZO o �$ n aw d on,_ �o ice` z J a • zZ �3 og° �W W (> o nLL y f1 CD o z� 0 v 5 °3 C m0 � >L6 Orn CM t0 d- N molt Q Cr r T CL 0 m O N � � o TQ N 1..— ui m N N y N o Z E E •� c a ci JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY " 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" ` 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (Fyp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *** * *' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ ::� STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 Mm ■._r ..... - � • • _ ri■ —� f —!III' IIII�' — -II' lid■■ IIlI 1111� ■■ICI rill IIII� ■■I�� III■■ �IIII 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. WIDTH OF OPENING VARIES Orr FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE > !/ 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .`I GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34' - I 6 3/4" 301/2"- SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK 8 a POURED CONCRETE BASE FOR OTTOM 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. SFFA O0l'L �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 8x8x16 BLOCK DOOR OPENING —CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn i nnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) 1 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER ri (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Old x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op DR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL (" Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS FBLEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )Uj O/C FIELDcn r 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK MTIM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 E SPLICE NAILS TOTAL) EA. SIDE OF . ' 48, SPLICE STAGGERED . � . MAN 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ ( 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 Ni 2X STUDS @ 24" O.C. �VZ/8"x`10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2X P.T. SECTION PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 -CESSP4 SIMPSON SIMPSC SP4 LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED iD I 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" aOXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" D.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED IKA KA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 ............... , L 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 • O 4�O� 0 N r f C14 cam' t� r y fAJ Y ill C E5 z- oW fzk` `e�`��5i1t1i31Ull�i 4.O� w .• F 0 L �✓ A •'••• ... • ''� s�rrn�li���tt� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W E �n co Q O N v C _jr20` JlLn_vi2 FA a rr:vW Q� Ym-9LM' LL a 5 0 t` CO~w W < ¢ < r0 W a L 7'L N M Z QQq' f� O U U Z W 1100 R Z N M z z� a) (n Z � N CD s Cz a) v' LL fp W F V � A Ow NLn c � U=j .00 0 M co w 9C:, M = O Z _j ±Z o E: r� P • oojja U (� g�J =V zE NirW o az (Q COC zZ Z o tYt�� N O 0 Z lei z Q W i �' 22 CLL a � o ° a �w W N o w� Yo a x °zla chi 3 CD �0 >L 0 rn T c� N M c N �^T C ! m Co 0 N CD o 0) Lid (V L.n f Q 04 r m M w 04 Z Z C E N E 0 c a 0 ¢ o JOB NO : 22-02369 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 45° t 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)1 Od TOE NAILS @ EA. END @ 48" O.C. 2x8 P.T. SILL 2x4 'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION 1 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCJ 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 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 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) LENGTH (SEE TABLE) RIDGE FASTENED AT GABLE TRUSS EACH JOINT w/ (3)1 Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO 1/CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 1Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7 AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OD OSISB SHEATHING ATTACHHEE 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD " EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND RI 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 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/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 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 2x4 "T ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" 0 C " (2)16d NAILS INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO J MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4"TITEN @ 4'-0" O/C ALIGNED WITH TRUSS VERTICAL WEB (24" GABLE WEB SECTION O.C. MAX) w/ MIN. 4" 2 EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N A N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � `° SCHEDULE FOR SHEATHING DETAILTKNAWOOD TRUSSES 00 1 1 Io / 2"x4" CROSS BRACE APPROX. 8" FROM vz 2x4 RAT RUN BRACING 1 1 2""RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 & (2)10d TOE TRUSS SPANS10d ATTACHED W/ 2 -16dNAILS @ EA. END AT EA. TRUSS JOINT (2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS@ 48" 0/C FOR THE 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION tl D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5, 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ................. .... , ..............., ., .,,...� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. vvry i . u�nnnv.a 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x417" ON TOP OF PANEL-/ L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS E, SECTION 9 SCALE: N.T.S. CJCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL(-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE 'IT" BRACEr7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w a. BRACING w/ (3)1 Od x 3" AT j \ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. rE 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" 000" - S-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) l/4"x3" SDS SCREWS TO PLATES (TYP.) --CUNT. BEARING "" - -- 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. yiA Uj a 2 ✓,9c� Y CORNER JACK v � z Cr O U HIP FRAMING REFERENCE PLAN Elll�lol I����I � II o POP�I II�II NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) " f" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION -'3o LO O N •( _ N '-0 ' _ Lo c Q t� C U O 4 OCtt U r 1V L V ��;', Ilfrtrlar W' 41 (j • �O • '•• F O� •' • �• c L OFESSIONr� $ l���allll To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 0 �^ ao. 4 N cc N U. d) r J 0 �,na�o°�i �LLa Lo y 0rr;L3 -r w NO LL a gLLLL a W Z 6 11L 1°�v M 0~ L<. Q W O: N (OIL Iv 09-y' Q O J 11111 0 Co 6 Z LO ��Z N O N 0 L) Z Q 0 --j Cn W ❑(]❑ 0 2 Z N 8 93 Qua J a N W o u- 4-1 � U 0 w s Ln c �' �N U LU t U � Q N C. 0c o co w M z 0 Z E EE ao �diG "14 rQ g o 5u SS o 'V z C N o ai °dWS W a �� �?� <am� ro C o0 N� 10 ILL z � J 3 d g1 gw g �� 33 �W W 3 SO �LL O m 0 m 0 ^' W c0 N Y T 0 } 0 r N 0) .0 c N L0 ui E N o H 04 c z z c E N (A`m E o «? c c a U a p JOB NO : 22-02369 SCALE : AS NOTED SHEET NO. S5 ,� . � � : .. � re �*4" r�l►� I i � • i � � � }lit^ �lfl� . 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 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)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 SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL 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 J NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT 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 wl TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8"THICK. I= INSULATION PER -I CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT - PAPER FOR MOISTURE BARRIER M MEN � I � MEN KIN I III 11�lll�il �111■=i: .. 1 Il � I II II�I� 11 III • • 1 1 1111� i- - - � �I1� SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ---- BAND JOIST *SIMPSON LTP4 w/ / (12) 8d A 1/2" NAILS —/ @ 24" O.C. 1st FLOOR WALL 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. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST 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 -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED = INSTALLED PER. MANUF. c G SIMPSON HETA20 W/ (8)10dx1 1/2" U NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK I�A: U—N q 15132"OSBLT EXPOSURERE1 SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER I D O SECTION X-X IF U9 NOT FULL F HEIGHT SHEET C I II Z 77 G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I EXPOSUREI F F SHEA SHEATHINHIN G w S SOLID 2x C II II II II BLOCKING @ ALL C SHEATHING 0 EDGES (SEE III OPENING SECTION X- av C x ;_ Er-w x E YUDW III III II II I B BEYOOND.. y SEE PLAN 9 II III "-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM A FLOOR CONNECTION g S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 �$" SPACING 3/8'FOR ADDITIONAL INFORMATION. tl2" S ,/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR 2ND FLOOR FRAMING - SEE SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH 410 fi" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED GRADE oo FLOOR TRUSS SEE FRAMING PLAN "-I]TTi' '--STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri REV. 03.16.21 SCALE. 3/4 -1-0 S6 FLOOR TRUSS °O - SEE FRAMING WEEP SCREED _ o czC PLAN ; INSTALLED PER MANUF. ,� •. , • T L 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 wl (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA, x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W14 WWF OR FIBERMESH +�.. ,'mod — .— ° � —�.• ••• ..•. . -• •. : : T a �• I I I (3) #5 CONT. ON 3" 1Tf 811 11-811 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFF t 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.) F.rTF\ �FNi R�0, 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 w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANX". t� NAIL. AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL. AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ u. @ NAIL. OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O a OD NAIL. INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w (1) OSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL w w O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. o�'agamm Z F a F @(2) Sd NAILS @ 3' O.C. TO EACH TRUSS END OR VERTICAL N w ¢ O MEMBER IF GABLE END U.co " 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 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAL- @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH 1 •d ..• ; M -IJIIIil1 (3) # 5 REBAR ON 3" CHAIR 4" 1'-811 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / W m • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21Q" • 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 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE I o u -t3 O N _ - r � - li ¢ le U O s ;_= U +_ LU 0-&44 • ""•bv \� " i S E o v ..•• ••' F •� �, �d. 'QOF�SSIONP 14,If �1 tNi ►1\11�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W E 11 M 8Q�! R CV N N Ol ii V 0 C m J Q •9 (n ao at (`, 2 a- W �nr`- LL o- - QyM� ' h 1 -�..IW t7 �"LL 3 OSL Z s co ° S E 04 (X o LED p Z N M Z N O qq Z rJ U U _j (0 W M z z Q J a ID N z is �N 4--J N (� w 0 a U 0 w Ln c r _� V�8 0 o M Z, w 2 0 o �s __® E U ~ S5 O oa oa w0 o0 Z EZ N i �S 8 as ¢W (n C - C =o .8 y mf OLL >�Z Z J �Z ~� 10 12 2 a S �W W Gj o �� =k J8 O wa �$ a Z< H USi C 0 m� �Lr; c rn M � M co 07 r m � Q � N o T < N T� E M N 2 z z EN E 0- 0 ¢ o JOB NO : 22-02369 SCALE : AS NOTED SHEET NO. S6 (MONO) 1pot AM w 11 - fF I -fP. 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_ J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE FI CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRI NGER ----- / 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 F 2x8 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC- 1 7' INTO STRINGER D 2x8 BLOCKING FOR STRAP Jill 2x8 SYP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE " = 1'-0" 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ r� 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x� DRAFT S P 2X4 PT NOTCHED INTO STRINGER AND TAPCONED SYP DRYWALL STOP MUST INTO FLOOR WITH GLU L%L2x8 NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS LX4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" A ALIGN THIS STUD WITH j FACE OF 2ND RISER 2x SYP CUT TO FIT BEARS IN WALL I ---2x12 SYP BEARS IN WALL I �-2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" 2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING i SIMPSON A35 OR LSC EACH STRINGER 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" 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 2x12 SYP j'SCAB 2x4 GLUED AND NAILED (EACH f STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER STOP / i 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I 7/71 x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J \ ROVIDE MOISTURE / PROTECTION L ACH ALL COMPONENTS / \STAIR TO CONC. W/J" X / TAPCONS @ MAX. 32" O.C.ATTACH ALL COMPONENTS 1x4 GLUED AND / OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = l'-0" [ALIGN THIS STUD WITH FACE OF 2nd RISER G.1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP / MUST NOT TOUCH 1 2x SYP CUT TO FIT / STRINGERS BEARS IN WALL G 2x12 SYP BEAR I —~+ I IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH / STRINGER \f 2x6 SYP \ / 2x4 SYP BLOCKING FOR STRAP OPTION: 2X4 CUT ON \ (SIMPSON MTS12 w/ BEVEL GLUED AND /2x4 PT NOTCHED INTO STRINGER NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — AT STRINGER CONTACT POINTS / SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED PLYWOOD GLUED &SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL -�2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" =1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK \-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 1 2x4 PT NOTCHED INTO 1 STRINGER AND TAPCONED' INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS �i SCALE: 1" = 1'-0" 12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4/GLUED AND NAILED TO STRINGER /fOR DRYWALL SPACING H SECTION VIEW "E" E N,, SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2X4 BLOCKI C NOTE: 2x8 DRYWALL STOP % \ NOT SHOWN / \ / SECTION VIEW SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT / GIRDER, FIELD VERIFY OF NEWEL POS- \ PER CONTRACT F -(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 tX16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" IL POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X BLOCKING__\ - i- PSON MTS12 w/ 10d x 1 1/2" NAILS D OR 3 D 2X BLO-'- NG // RISblk / VARIES ECTION VIEW "H" SCALE: 1" = 1'4" � � O ,. O h f 'U N N r - < t� 4, O O ,rc0 O CL O LLJ � i�llliff!!t ` .......... o NSE _ U ia0 • �� �6� F L O �•�'••.,. OxEs510N* 0 J�!%!till I11!01e 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 h E CD � N r co J LL 0 y `� W tll ik LL W co N Q C, L Y JLLu_ OW. W 0 Z 0 t o$ �0 W . W N m a O � 0) 7' LL0 co T a a a M Z W O ZOV N U_j(n W z V) N l� z ;; vCD 4--J f0 N W � a U Q) O s V) II ^^ N �s U c W j I U 0 CID M M o� w z a a p w� 322 io nj QO X U ..a w¢ Do W oa Z- O N °z °dW S ao z iiMz ¢ � w i r0 N C z p Y mf o _ Z z N J '2 " w. b $w gm �8 3i O az W yLL �pp p z r CO st zo¢ za d 0� o3 c 0 > L O O � M M d- N VJ m 0 N 0) c LO T Q N T (a ' M y N Z _ E N a ci � Q o JOB NO : 22-02369 SCALE : AS NOTED SHEET NO. ST lawmOwsprym,.T—r— -T 7 _ DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P T TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN.� % 1x4 P.T. APPROVAL FOR CONN. : 1x4 �_' 1 X 4 ' 3-1/4" LONG X 3/16 '; / FURRING 3/16" 0 X 3" LONG TAPCONS j FURRING 2 ROWS 3/16" x 3-1/2" %% FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -112" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT "% TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. i ' , ; 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONIC/ ,, / �,'� i_ 2 ROWS 3116" x 3-1/2"%� /�/,- () x 3-1/2" TAPCON @ 16" 1x4 �� O.C. & 4 FROM EACH TAPCON @ 16" O.C. & FURRII END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH)INPOLY-CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. $$ INSTALL WDW. SCREW ANCHOR - INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 21-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - !4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK- (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 7/16" TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. $$ 1/4" x 31/4" TAPCONS —LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �--2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B #5 REB, (NP5 STD. 90' FILL SOLID HOOK (l BOTH CELLS .7 1/1 L 7 �,- i, NOTCH WEB AT ±5^ FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/1 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'I "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. 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 BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J 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 KII'L SCALE: 3/4" = VI $$ MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL / / r. W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER L:6-0" .p g° ° n p. GRADE z \' (2) #5 REBAR. (1-STORY) &For 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN n YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦♦♦ #5 REBAR (TYP,) ,#$ I, 111111,, _400D. 90° HOOK (TYP.) IOTCHIOTCH ;@ FIRST COURSE 2"x BOT. PLATE W/ (2)1Old @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD —ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. W/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"13/4" TITEN INTO K.O. BLOCK 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 BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW—J--y—L CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE &SS STRUCTURAL SOFFIT CALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS EV. 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 RUSS AS SHOWN FOR O.H. UP TO Z-16" 2x °�FRyq TDOUBLE 2x4 SCAB FOR 2 6' TO 4''-0" O.H. + 4FN�7' N (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP . . EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM o SCALE: 3/4" = V-0" $$ 0) Ow SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR v 112" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' ,i, U EPDXY MIN. 6" EMBEDMENT & 11 3 MIN. EDGE DISTANCE r¢ VJ RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" =1'-0" FILL 1st4 COURSES SOLID W/GROUT t A: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' '� %• OVERHAN •A : RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR READ. 1'-0" 5141 - . - .� ... • Imo- .� • >' #5 BAR ip - $011 p * CENTERED W/ . . ..' IN TOP 4 S KNOCKOUT / N ' CHAIR BLOCK MONO 0 O FOOTING .a 16 . � • SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► • DIRT Z �•• ' STANDARD c #5 BAR IN 90 HOOK N i FILLED CELL �— ♦ 2 ♦ •♦ \, ♦ •, ♦ 2 ♦ •, r •. ♦ �. •• ♦ ♦ �. •. ♦ ♦ r • ♦ 1 •• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC• DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/1 MIN. HOLE SET BAR IN EPDXY In% it C..CI 1\I ^fNLI^ SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. �0 C' d N _r -a, N A., C-0 Z; _ t*i IC) L-` V R -- LrylW C C O O < V R WA/ N �i `°e P:G��• SE ''•Q �6 ;• i b c�» 5 Cj •., F L O ,.•• Illlilll 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. U) W E F o Mmow# Q N N OI �' LL LL (0 0 a10 � C N J 1 LU Q N LL d he LL LL d O Z V_°) ��9 L;n9 O ~ OC � •� ro m o � n WN�O_jO' rp ao Jn N M Z N O IL IL U c¢i _j 0 ZO ❑❑❑ W z I2 PI PI VN Z v � � o LL 4 N f6 w g W U W $ O Ly N c •— E _ 8 I I � C � Q 0 � e° r c M M z� a W Z q� E09 Z 0 �a(a� o > V Z® a �¢¢� on o E XO �a ao SO o� xz Z O � 4az <S w� N C UY U m0 Z 0z Z J aw �cn ~m o� 8 W �� a �z '_ o c V- za a 03 =O o O = Liz O rn T c� � M M CV V T T ^^ I..L. m LO -0 N O - 04 Lo It) r Q M r E M CIO z° z E E CV a. E v ¢ o JOB NO : 22-02369 SCALE : AS NOTED SHEET NO. SS I I I I I I I I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. 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. CB -­- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 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 TB SS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----Z—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" X-=u--,--* ­1*� 2 #5's CONT. T&B w/ ( ) #3 STIRRUPS AT 4'-0" WHEN DEPTH - EXCEEDS 30" - GRADE — i it 1 -4 PORCH SILLrl 5 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS T T COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON LU UJI H2.5A w/ (10) 8d NAILSCn AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" —^ir—-Yr— �. i - - 1 w 4 V Z U - I g Iq PORCH SLAB SEE _ -� ° a N FOUNDATION PLAN w (2) #5's CONT. T&B i U) 2 .:. .. z _: 4 W/ #3 STIRRUPS AT N z 41-0" WHEN DEPTH EXCEEDS 30" ,. LOWER OR Sk GARAGE SLAB 1,4„ SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER PACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1/2" - (2) #5's CONT. T&B w/ 7 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE 7 WHEN DEPTH EXCEEDS 30" FOUNDATION PLAN - ° °n - I _ N z RADE n ° ° ° - - T 1141 - 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN VERTICAL SCAB 2 x 6 FOR COLUMN INFO WOOD OR MASONRY #2 SPF 48" O.C. W/ (4) INTEGRATE MASONRY ABOVE MASONRY 10d TOP & BOTTOM KNEEWALL INTO CMU BASE OR PIER SEE FLOOR OR SIMPSON H2.5A w/ FMAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN (10) 8d NAILS REQUIRED INFO 1 = 1 MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED O I I MAX 3 SOLID. SEE ELEV. Q COURSE FOR BASE SIZE -- ---- < — — - (3) #5's EA. WAY w I II I I 7 p I PORCH SLAB SEE SLAB - - LEVEL () FOUNDATION PLAN - 2 #5's CONT. T&B w/ - (V SEE CUT - '-0" e � CONTRACTOR TO INSTALL #3 STIRRUPS AT 4- ° MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1-Y 1 An TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLK-16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 W/ (12) 10d NAILS SIMPSON HUC410 -- I kSEE PLAN CENTERED AT I I w/ (14) 16d INTO HEADER & (6) OR CANT f SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER I 7I ROOF PLAN FOR MORE I I I I I INFO I I SEE FLOOR PLAN FOR I I I I I COLUMN SIZE & BASE I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE _ _ _ _ __ __ INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR ONLY WHEN COLUMN SIZE BASE OPTION A INDICATED OPTION B CONNECTION INFO I OPTION C SC EDULE/PLANM EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT �a� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOPOF AM qV a I _J SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 519 COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. �..-/ BM. SPLICE OVER CL CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. r7 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2"-170 Yz" CDX PLYWOOD OR %s" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP . 'e"- a e • • .. A. G GARAGE OR r LOWER SLAB SEE PLAN - SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. BEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS p 1 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT a4. d • ° • �' O a Af • Q MAIN HOUSE SLAB d' V 4 (2) #5's CONT. T&B a w/ #3 STIRRUPS AT . a 4'-0" WHEN DEPTH EXCEEDS 30" 1' GARAGE MONO/ 2 cJs_O . O c N "i y N � � � r ,r ..4.� w .. i0 0-0 a to 0 0 0 G 0 ¢._. LLI r • �NSE•�• .� J �6N oc <v�: W r � FLO '•�i, ••. �o\ „QOFE § ,\ , SS►ONh elf To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W h a o g m�er (0J O N 4 Ni-' W LL to ao 4t LL a a �cr"oP u-a Ste' li z 1LLLL S _ � °' � ' = _ @ o a T. LL N �Z arn0 pV c�_j co Z W 000 z z a I� N � N z cD o 4 t>3 LL W U 1) -� o V) Lu Ln U UJ J L z� < Y o M O log w z LL i3E i ffi Woo® g 0 E U cu <� go w¢ u0 ~ E oa s oz Z N$ L �w w M N C _ a o ZZ_ OY g lo QLz z CA J 3 a� g <W gZ 5z r1 W a U wLL �� �W �k w �p Q' w il°d o 3 =O 0 -7 = �O J O d M L n N r- "It 07 Irl- O N CD L0 0 0) r Q NLO N r 6 ,Eo _9� M N v; N o Z C CN _ a ci JOB NO: 22-02369 SCALE: AS NOTED SHEET NO. D1 i I (2)- 12d TOENAILS 2x4 TO TRUSS TOP i I I EXT. SHEATHING FLUSH W/ TOP SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGELO o DETAILS a STUDS I I i I i i ------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING. IS INSTALLED). FLOOR SYSTEM SEE PLAN G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN ' SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO • TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS _*14 B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F NP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE wj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS (MAX.X. END OF SILL OPENING � (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. 'IL FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM K�9� SCALE: N.T.S. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL GA BELOW AND ALT. BLOCKING INFO 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS () @° EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2)10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6)10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO, OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4)1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. (3) 2x # SPF STUDS w/ 10d @ (2) - 2x SPF TOP PLATE 8" O.C. EACH SIDE U.N.O. ON PLAN �- 2X CONTARIBBON TYPICFLOOR DECK WALL FLOOR TRUSS/ (2) SIMPSON MSI-JOIST SEE PLAN (7) 10d NAILS & (4) 1/4"x2 TIE BEAM 1/4" TITENS PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE ; NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR , COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT L SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/ �c Air N�2 A PROVIDE 2x4 ON--J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/BI (2) 2x HEADER SEE PLAN � (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. 0 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION -- (2) 2x8 OR (2) 2x6 TOP SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO �- (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE — 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE / FLOOR PLAN FOR HEADER J� CONNECTION DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" O.C. TYP T & B \ SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 2 x �I WALL) @ 24" O.C. S YP U.N.O. � 7vf`r1AIT TR.R BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d /� (2) 2x TOP PLATE NAILS WRAPPED UP AND / 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 4 11TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2)16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR 8 SCALE: N.T.S. �. N •, N tt� >� 3 a ?�. W i� IUlflAt ••SE••. \� •• %J Cj 03 � F O¢ , ••••• ' • 4 •L ,� Qore S S10N 011111111111%����` To the best of the Engineers knowledge, information and belief, the structured plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H E ��pp r iR Q O N N .JV. N O' c: J 0 o°v;LLw a�cNnv� v; °• Y a; �n JLLLL a�5 0 tV C0 o Z(13 m UJ S° @ g m IY W3�pjO'co co 7• N MZ WSQ 0 IL ° a Z OU��� W ❑ ❑ ❑ z C-4 M z � z o a V J a CD �4-J N LL � U O�p W p v) fYV C .o co U 111 J — E L z U o C c4 Q Y • N � m W M M y z � �- E zo W� go go g® Q • Eo Wo O < a� O U o N i �o ao Ww J N c ti mo 0 Z z z - v CQ J m atl <W sZ d C 8 Wu. Z 5 8 a NW W Uao �_ O CD zty _o o S (Q V' os 6 I �` C:) _ LO J c� M co N :)Cr �_ r a U) m N o LO N Ln T Q N T ai m C`V Chi y N d z c E CV ai E eo a 0 _j ¢ o c JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. D 2 5 W I N 3 Q N Cr coo N O S a N N E 0 ui ti 0 e 0 U CL I Y i 0 0 a> t� Cl R- 9 0 a CD N 29 03 A 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 4 SEALANT JOINT WINDOW BUU CK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK e -2) SEALANT T 5) SEALANT FROM INSIDE EDGEOIF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE AFLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT 7WEATHER SLOPE 1 E 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 BARRIER �V WOOD FRAME CONSTR. 0.6 30.5 TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. ( cm : cm ) include flashing as described in Section R703.4. s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. 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 water (ASSEMBLED WINDOW) NAIL BRAND OR EQUAL WEATHER EXTERIOR 2 p within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. �- WEATHER O n SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other UNDER DECKING SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, SELF -ADHERED FLASHING (SEE DETAIL WP07) _ �_ _ _ _ _ _ _ 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 HEAD FLASHING TIE-IN INSTRUxTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under 1 1L 4R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based weather resistive barrier sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 3. Fold weather resistive barrier back over head 2 2 20 individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing Installed in flashing and seal with tape Y p Y Y p p p Y 9( accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. ale: NTS SELF -ADHERED FLASHING ScSELF-ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1i CEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING RUBBERIZED EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ,I ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW g g pp OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL O RELEASE PAPER COMPATIBILITY 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 SELF -ADHERED FLASHING, ` �`• (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND MINIMUM 6" RELEASE EADHESI ASSHOWNOSE 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 DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructilonsin 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 SINGLE JOIST - SELF -ADHERED `- FLASHING SELF -ADHERED FLASHING DECK JOIST SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING v '� 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 7` DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 1'4' PER PLAN 1'-0" PER PLAN SELF-ADHER ME- O' EM • M 0 MEN 1 OWN_ _ I� IIII� �� I ' SHOWER SEAT m a v :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER I ,I 'I Z a a a a = W U W W H Cr W U' o x rn 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan'flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB I_ BOND BREAK WRB SF LATH 1 WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF r FLANGE AS AN AIR II I BARRIER I 3-1/2" INCH FLANGE rra •-I•a PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING I STRUCTURAL SHEATHING li l STRIP OF SAF r --- -- I DRAINAGE PLANE WRB I i I BOND BREAK WRB I SF LATH I l� lli I it ACKER ROD FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -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 .j Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 S-Q N C ') t I N = Q C 7-, - c) X c C6 �. 0 ,0 C C) +' M- W N 0 CV N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � n 4 o E I co 8 N 9 LL N N ♦, 0 LoF Ol C7 C IIr, J @ ,� in 3i , " a 0) tlJ �aNiv� U- 0. Y M U.L+- a L3 t_ 0 2�8 W o w $'.Nrfl I- 0) m¢ W "r. IL a co Cl) Z � y 0 aO N U 0 � ai W W ❑DO V' z C, z � S Z Q a Z' 8 CZ �, C_D LL Tl Cn Q A W U O L.0 g N w E = is8 c) • t� o to �Z M pm o oLL Z0 E EE 0 E tJ Ca0 �10 °a Up rQ 0 U a0 U 00� Y Z N �Z wg <o wZ .2 i ru U3c =U M0 Z Z N m aw �z 3 0 3ok a W aLL � y � MI5 to V w i< a 03 C o -0 O T J.. >L 0 N ra L co (U 04 Q Cr m LO M N o LO N r ui ; M C\V v; N c Z LEa Z E CN a 0 � v «d a p c JOB NO: 22-02369 SCALE : AS NOTED SHEET NO. W P 1 zc-T. icon• T"_n rg aRrmr.wsy-, •,� ..._, ..r .. ., i npli �p .. F Mounting Brackets (10 Gau"I 4-11.2a x+112" x 2-1 Z' 1 t2m pia A3t2S Gale. (Typ.) Bacft CrOSS '^'CpOrt (May be cut to W) RFght BradW (16Gauge) #14 SeIf Drilling 1 f3-5/8" AX Unit limum Edge Hurricane Strap (Typicalt3 in front) Washers Front Cross Support Self-Lockli Nuts (ty be cut tow) Left Bracket (16 Gauge) #14Se1f AlrtgScramThruBrackets& BackCrloss Support Into A/C Unit Bottom Side (typical* 3 each stile for hurricane use) INSTALLATIONORMATION Spaxctic amalaliaeron um&wctmiu are pmverlerl wisps each Aaarviseh.-Ate wo- tl owft*AVAlcepeeaagarYs Florida Depafent of Business & Professional Regulation Bunking Codes and Standards Product Approval Application Detail PAW I or I 12110RD21 Ste. Enterer BY! 2a D"PMNOffi PO Version l contest enan.era 4r4pN4 Mdd&W ft vffi eA aubmtm FWAccraval AD ffiage: Maud on 2020 Sned Vent Produce, Inc• Musa it Grebam Harries F. Nororo P.E. Ldcxe Rai P,E. 12Ma12D20 12fifl 20 12292820 ApFro ed cavm}r. Structural Components (077) 441-a3$a PE-73778 (334) 5�-18[10 "Caregary:. Prodids, Introduced as a Reeulof IhPoQenadpenfcdn Nee Teahr elogy Cessation. Method: E.1uab. R.pel taxes Florida Rsgivi ANhitecl art Licensed Florida Professional En¢Ieer . Awl Product Mitill asmbvra'N.ma erg coal Alseureyi glow miguiligo new AooniFor Use Angrowed 1. KvKi gukwLmm ft Va innow RYYdeW 06dw PrisMg1 1 Smarti Modal e,540 10 Deal FUn111. Floataad Venaeaan Vent 12312(133 Yea Yes NAN 1001.100 2 SmrlVdmtModal W1.540,.811 Duet Fui Floodand Verdi Vasil I2F1112023 Yea Yee NtA +tookloo 3 SmadVat Modidirl 0-520 Insillsi Flood Vem IWrl/2028 Yes Yes NM 0Fi09 +10 4 8mertvam Modal f1550.521 Visdsaid Floodvml 120112=3 Yea Yea NIA -1001.100 5 rhanVadModeia134I-524 1811GaniDoor Flood! Vent 12?319= Yes Yes NW WA 6 anns"Vent Media*154PS70 Hued We Ineelalad Flood lent 'ZOV2023 Yes Yes NIA +100f100 ? annrtVNad/sotlel a1540.5?4 14,5aquol:(3etega Door Flood Vent IN3117023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building --Codes and Standards, Product Approval Application Detail Pog.1 art N4=1 Florida Departmert of Business & Pref"stonal Regulation paga2 d4 Building Codes and Standards , zsrtaz2 Product Approval Application Detail 2111111 Entity or 20 20 Daft Pending 20 im Version Manufacturer Ibnfeot Enalrseer& cicange va"dow of Validated Sultant FBC,Aoomwl Approved status Revision 2020 Trrerma-TruCorporation Stave Jeepel'9th Lyn[k»F Sahmli Piz RyanJ. King9, P.E. 04r111= ,2r3,r2o2o OV2=21 051082/0 Approree Category; Exterior Doors (SIX)) 64&7628i PE•43d69 (813) `i87.83% SlbCetegm, Swinging Exterior Dow Asscrstlbs ejaePeraari�Imrmehu.w Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer WKslwiNaAiF - Am9rovod ter Uea ADDrovad for U" ) RlW ,Sea a PteduetRtedel. Number er Name CeMraet F�min6an Gate Ie-NVH2 Out FNHZ Resident 1 a.Therms-Tin Fiber -Classic and Smooth -Star Nominal WMW,8 lLiquotimpactilquot Opaque 12/3172022 Composite Edge FihergiawSirgle Door No Yes Yea WA 2 b. Thelma-Tru Fasur-CYassic and 5rcoctn-Star (Inswengl3udswhg X mmouratdn) Nominal 611,11 8 aquoti pactliquot Opaque 1201f2022 Composite Edge Fiberglass Single boor vMh No Yes Yes WA 3 a. Thermsi Fiber -Classic and$moot-Scar Endeibz(e) PrusaninsPOutswi X0, OXw OXO eOrnfguragi Nominal Bfl.89g;88quottmpecta ICpl 12131l2022 CompacWr Eak7e Fherylass Double Door with 0r (Im No Yee Yes WA 4 d: Therrrtq-TrU Fiber-Clasrc and Smooth•Sier wAhoutSidelmtta eaing/OursoAne; )1 OXXO Nconfigurations) Nominal BB# 3J°,0 8quotimpaoAquct Opaque 12131A2022 Composes Gill, bergtaae Single Door No Yes Yea WA 5 e. Thearli Fther-Clossic and Smooth-Sar (insytnglOatcwelg X rom8guraton) Nomma1 S",O 8quotlrrptclaquot Opaqus 103112022 No Yes Yea WA 6 f. TheirnM-Tru Fiber-Claedn and SmaoglStar Nominal Bed Oiiquotinpec*uot Opaque 1213laW No Yale Yes N/A Composite Fslpe.Fiberglass Double Door with or WthoutSideltes (IMWwnglOURwing-1dX or OXXO CDONU p8tnai. 7 g. Therma-Tru Fiber-Clogi and SrRooth-Ster Nominal8MVi 8quatn"ots4i Glazed 1201r = No Yes Yes WA Composite Edge Fiberglass Single Door (InexirgNOulawrg; X cae8gurabon) 8 h- Thermai Fiber-Clamto and SmooM-Star Neminal 68l3ga aquatlmpactaquot Glazed 12r31r= NO Yes Yes NIA Composite F�ge Fiberglass 9s ole Door with 9idNte(s) Qnsifng/Gknselig XO, OX or OXO configurations) g i.Thenrna-TruFiber-Classic aidSM0001-Star Nominal % M,,88quotinpac8quat;Glazed IM101W No Yes Yes WA Compdrete Edge Fiberglass Doubts poor loth or vithoutSidelites prraxlg/OuteMng XXor OXXO configurations) 10 J. Therma•Tru Filer- Asiand Smooth -Star Nominal ti8R39;0 8quotlmpacf8quot Glazed 12131i= No Yea Yes WA Campoaika Edga.Fberglaea:S4gle Door 'InswlnyDulawig; X oon5guretiah) 11 kThermo Tm Fiber.Claaslcand Smooth.Star Nomina188D3g;08quotl'mpecfdquot Glazed 12r31r2022 No Yes Yes WA Composite Edge Fbergan single Dorn "in tidellbol ifnsvang/Outowdng; XO, OXa f71d0 cvnfigurerbcne) 12 I. Therma-TnN Fiber-l-Mmicand SnaeM-;fir Nominal Still liquotlrtp notaquot Glazed 1221/2022 No Yea Yes WA Composite Edge Fiberglass Doubts Door with or withoutSidelites (Insairg,Outswng, XXa OXXO dnMguranOns) 13 m. Themna-Tru flbsr-Claask eihdSmootli N.2ui6Adf�;B Aquotlnpaetaquat Glazed Molded 12tW2022 No Year, Yea WA Open Comlloeita a Fiberglass Single Dow 0 nsv4rglOutswlgconfiguraoon) 14 in. In ermaTru Fiber -Classic and Smooth -Star Nominal 611418gUotlmpacE&gWt (Russel M01496 12r31f2D22 No Yea Yes WA Open Composite Edge Flbergl9ee Sthgle Door Will Glazed Molded Open SidegOe(sI (Ina Arg/0ubiwing;. XO OX wOXOandaura ii 15 o. Therm -Thu Fiedr.Cdselb and Snnoth-Star Nominal 6&IIi 8quot,Inpaetiquot Glazed Molded 1mirl022 No Yes Yes WA Open Composite Edge Fiberglass Double Door with or WthoutGin ed Molded Own Sideletes - (InswtrgK)utawhgi XX or CXXO dontguratgns)- 18 p. Themn TruFibeT-Classic and SnrotMSbr Nommal811441 aqunklnpactaquof; Opaque 12131f2 2 Mo Yes Yes WA Compoada Edge Fiberglass S:illle Derr vMF•Molded Open Sidellte(s) tlnswingl@stwwng; XO, OX or OXO configurations) 17 q. ThemniTru Fiber-Claaele and Smooth -Star Nominal 68dt9g;8 8quotlnpactBquoG Opaque 12r311g022 No Yea Yes WA Composite F-�7e Rbergtarrs Double Door vwtll or Witout Glued Molded Open Sidelines (tncvingtOutssvrig; XX or OxXO=11truniab ) Florida Department of Buslrvm.& Proiesslonal Regulation Per or Building Codes and Standards Iffli Product Approval Application Detail l�gY Fes: little 20 [Mt. a fro 292 mom Version Ianumcum coded IaMnaR9 License Validated By '�1 ilsomatisd FaC:Aaoroyal R&VMM 21 POTlrtdosrba Jm4 Rosa o* Mooll-Dada MOO • CER MsmFOedv g=O. VAL 11i1gF2i,70 10aliz 20 1124r2020 APPi claegwy: Exterior Doors te4 )48fi-0100 (781131545M SulaCadiii Sitting Exterior Gmr-Assembi lrosow"Opyhnwwnes.o Comploom Md h d: CorYteeBoe Meer or llloing [an. tix'UMsNSaRs(aM{g - : - - Awrovearor Ulan IDlglgl: } Roder Mods Numbersir Name rA+e�..e..E,Terstion.Daa In.li 1outside Hvi RestreentNDMtufa 9 9G6i¢70 (Lmge M&RI.Inipad) Vero elklig aft. Door 04114rl021 Yes Yes Yea NAA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,�, As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and appril 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 . Date dIa EXTERIOR DOORS IThermaTru A. SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/1 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/1 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80,0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/1 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/1 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16? FL8248.11 +34.411 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,7471and 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 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 + .01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 Ni 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/1 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHIirIGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328 N/A 6/29(2023 C. ROOFING FASTENERS NOT USED D. ROOF V E NTiLA TORS Thompson Arch Metal Comp. Oil' Ridge Vents F L116918.1 - FL19918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/1 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Gaivenized Steel Storm Panels FL17869.1 N/A 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 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER er Weyerhaeuser y R Board LV PSL LSL Rim , Lr f 5 7.1 - FL 27.5 FL6 2 65 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F L158.1 N/A 5/21/2022 Commercial Concrete Products, inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approxial at plan reVew. I understand that at the time of inspection of these products, the following information must be exAllable to the Inspector on the jobsite; 1) copy of the product approvel, 2) Florida Department of Business& Professional Regulation Page I a13 Building Codes and Standards ,252027 Product Approval Applicatlon D4rtall &gale Entltita[ 20 20 item Pond no 20 Do version marittnctuner Contact Validated By Validated Submitted FBCAmmWI 8moved films Revision 2020 Themla-Tru Corporation SEaveJasperson Lyndon F. Schmidt, RE. RyanJ. King, P.E. 07Y2312020 0WI212020 D7129/2D20 1LY13✓2020 Apprwec Ceteeely: Exterior Doors (SM 843-76M PE-43409 (813) 707455% subCat4gory: Swinging Exterior Door Assemblies siaspersonCthematru.co 4bmpllanas MNDed: Evaluation Report from a m Florida Registered Archtect or a Limnwd FlDriaa I Professional Engineer seg, Pr�d:Ipd Model. Number or Name. . Product llesonatDn .. nuaabrAssurance Aonrga C 1ntraatEXVM= On" for Use IIP HVN2 &MMA d for )nee Outside 14VHZ , 111113g1 Resletarrt 2W= Prassuee 1 a. Therrrla-Tin Fber:Clan is and Smooth-5tar Nomina106e39 uatimpxi lquot Opaque 1MtIJi Yes Yes Yes WA Campasile Edge Fberglass Single Door (Inevwnwo.bo ing; X configuralon) 2 b. Thernw-Tru Fber•CDsso: and SmoatbStar Nominal 8&l13Q8tiquotlmpa 11"al Opaque '21(1712022 Yes _ Yes you WA Composite Edge I%.,ass.Sin01e Daorwth 5'Idelitl (InalMng+Ytutarang; XO, OX or OX0 conngunaona) 3 b.ThermaiFarer•Clostcand Smgatd-s'nr Nominal 68M8g;88quotlmpacdkiOpaque I=It2i322 Yes Yes Yee WA Composite Edger Fiberglass Double poor with or vwMour SIdelNea (Ir4Whg$Outs ing; XX or OXXO configurations) 4 d. Therma-Tru F ber-Classic and Smooth -Star Nominal 8&V40 liquotlmpacdaquot, Opaque 12Y1r_'= Yes Yes Yea WA CompasdteFAge Fiberglass Single Door onawirglOutsrdno; X configuration) 5 e. Tkerma-Tru Fiber-Clascio:and Smooth4RO, r4omina18843g;08quotimpect&quof Opaque 121;11/i Yes. Yes. Yes WA Cgmpoeite Edge Fibergleae Single [loon vAtl SideMa(hs)QrteWnglOutswnp; OXo'OXO configurations) 6 f. Therma-Thu Fiber Cluaic and.Smocth.Star Nominal 881 liquctlmpadaquat,Opaque 12r-11r2022 Yes Yes. Yes WA CompoaldaEdgs FbeglasB Ebr1610 Door:Wgh or without 8idolitse pnawirgl0utauirg' )1 OXX0 configurations) 7 g. Therms -Tin Rber-Classic and Smooth -Star Nominal lifil S SqutImpeca&qudfGlazed 1.213tr20i2 Yes: Yes Yes WA Composite Edge Fiberglass Single Door (Inewing/Qasering; Xcorifsurationi 6 h. Therein Tru Fiber -Churn ioand Smooth -Star Nominal 8&iri aquotlmpactliti Glazed 12r,41J2022 Yes Yes Yes WA CompoMfe Edge Fibeglase Single Door WM Sideliti QrrswtngrOutawi% XO, OX or OXO conh urationa) g i. TFierma-Thu Filler-C cant 5rirodlMStar Ncmin 1 &MM 6quakimpaotilquok Glazed 1213112072 Yes Yes Yes WA Composite Edge Fiberglass Double Door WM or without simttea (Ira mnwoutemr.9; XX or 01 configuratons) 10 J. Therms-Tru Flier-CWsio and Smooth -Star Nominal Sild"i 6quot;lmpacAquoq Glazed Composite Edge Fiberglass. Single Door 121311= Yes Yes. Yes WA 11 k. Therms-Tru Flhar-Clesslc and Smool"tar (Inaviingl0utawimg, X eon50urai Nominal 81 1 &qu*ImpadBquct Glued Composite. Edge Fiberglass Single poor Wth 12(3tr= Yes. Yes Yes WA 12 I. Themha-Tru Fiber -Classic and Smooth -.star Sidelte(s) (Imwinp/Outswing: XO,. OX or OXO config undone) Nominal8&4I3g;08quoklmp%#&qucf Glazed Campaede Edge Fiberglass Double Door with or XX O)w IViV2022 Yes Yale Yea WA 13 m, Therma-Tru Fiber.Ciasslc and Smooth -Star without Sitleldee.{tlemnsfoutal(rg. or configurations) Nomin4III& 9g;68quot:fmpnclAquof Opaque Composite Edge Fiberglass songle Door coffin 12r3lr022 Yes: Yes Yes WA 44 in. Therm TnJ Fiber -Classic and Srnoo#RStar qu01;N61hI(PKfaD[bggOl:gaal(�9) (InsWrglOutsviing; XO, OX ai cwifgurofions) Nominal 11asi BquotlmprclAquat,Opaque Composite Edge Fiberglass Double Door heir Iw3lrmm Yes Yes Yes WA 15 O:Therms-Tin Fiber-Classtc and:Sinrotn•.5tar &quat'Non i pact&goat: Sideltes(Insomg/Cutrwing; OXXO configuration) Nominal 8&1 liquotlmpatt8quofOpaque Composite Edge Fiberglass Single Odorwith Skiellde(s) 1121 Yes Yes Yes WA 1s p: Therma-Tru Riser -Classic and Stlnoth-Star &quotNlorrlmpati&quot onawingl0utswirg; XO OX or OXO,confqurati9ns) Nominal ft0Qp 8gtmtimpuct&quot Opaque Composite: Edge Fiberglass Double DOPr coil $quotNoo-impeddquot; Sidelibea(ImsW 1213if2m Yes Yee Yes WA 17 q. Thorn lu Fiber-Clssaib. mind Smooth -Star g1CucWrig; OXXO confgunton) Nominal 8agfi &qu.I;Non4mpnct5,qu* Opaque. Composite Edge Fiberglass Single Door 1213t/2022 Yes Yes No WA 18 r. Them>isi Fiber -Claims and SnoothSlar (InswuXdCirtemag; Xgonfiguraton) Nominal 5111sl BAquotNon-ImpaaFquot Opaque Composite Edge Fiberglass Single Error with 12r.1V2D22 Yes Yes No WA adene(t0 QhsWnwoutal i XO.Ox a OXO cohfiguraticne) 19 s. Ttrerma-Thu Filler-Cla�ic and Smooth -Star Norruna188M;88quotrlan-Impagt8guot; Opaque 12I,i1Y102R Yes Yea No WA :Composite Edge Fiberglass Doubts Dear WM or without StWUms (InswagrOutzMni XX or OXXO adrift urabons) 20 t Thelma -Thu Fitkr-passic and hStar Nominal $8e'.r .0..&quo0on-Imp quot Opaque. 12/31/2022 Yes. Yes No WA Compote Edge Fiberglass. Single Door nnogn8/Outswina; X cordiguraban) 21 u, Therma-Tru Fiber-C.la is andSmenth-Star Nomtmd S&#30 D 8quotNm Impacl8guok Opaque 121<n12U22 Yes Yes No WA Composite Edge Fibergle>a Single Doorwth Sidakiii answ(nsiOubwing: X0, OX or OX0 conflourationst 22 v: Themre 7ru Fbl Cta.sicand Smooth -Star Namine188g38;O aquotNon-lmpgd8quot.Opaque 12131P2022 Yes Yes No WA Composite Edge Fiberglass Dou11M Door Wth or without Sidelittes (I movingi Cubvx i Am OXXO configurations) 23 w TherrraFTnd Fibm-Ciaaic end Smoolli•Star Nominal SIRIM 8quokNon-Inp sail ob Gilead 12131/202;2 YaYc Yes No WA Composite Edge Fiberglass Single Door (lhsmMng�ule- XcpnfipuratonI 24 x-Therm-Thu Fiber-Claasicand Smooth -Star Nomma186N8SquokNon-InBsratBquat; Glazed 12131f2022 Yes Yes No WA Composite F�tge Fberglase 5i1g1e Door with :5(daite(s)QnaMngK)utawing;XO DX or OXD .configurations) 25 y- The" Jne Fiber.Clseafc and Smobilr:afar Nominal 61WIMASquarNnn-bmpard$quot Glazed 1213172C22 Yes Yes No WA Composite Edge Fiberglass Double Door vain or without Sideltes QrxsMng/OutvMng; XX w OXXO sonfgu ationsi 26 z. Thelma 7ru Plbor-Claalc and Smooth. Star Nommg1 m,;O &quetNa hnparoll 0fi Glazed t2f3lr2022 Yes Yea No WA Composite Edge Fiberglass Single Door anlwing/0utemv; Xconfiguraton) 27 za. Therms-Tru Filer -Clank and Smooth -Star Nominal 811AWO Bquotl4oirlmpactilquot; Glazed 1213172022' Yes Yea N40 WA Composite Edge Fiberglas Single Door with Sidette(s) QnsWnq/O%4PAng; XO, OX or OXO configurations) 28 m: Therarw-Tru F4xr-Classic and Smooth -Star Nominal B8dl38:08quothlon-frrpadliquot:Glazed 1221P,2o22 Yes Yes No WA Composts Edge Fiberglass Double Odnrn Win or YdDhoutSiielnes(InawinglOutswrni xXaOo(O configurations) Florida Department of Business & Professional Regulation Bulking Cores and Standards Product Approved Application Detati Pose, e2 t15fa121 s Emile or Ott a" shut Puwna lD mm version N %sodas Endmral.lmra. ValidatedIb yolkloggg 14emdted FBCAnmedal Nlgonsaid NAM RCMNm 2020 MI W rut and Do" arem allow Luis Roberto Lorna" Steven M. Urlth, PE 1wa12020 10Ar8r20a1 lot1sam 17/15r1020 APPrrxmd Category: Exterior Doors a231 1717) 315.3300 PE4 (717)31r-i "Ou#wr. Siding. Extends Doe Assembler, lxrowgerpjmlwd.aew Compliance Method; Ev Iudon Report tom a Florida Registered Archior a Wormed Florida Professional Engirear 2"M Assurance, for Use Amrovye for UwUM Doom ggi• hooud Model Number mum Pt9AMt. 4D li In Hv .mm Ro Pressure 1 SERIE8=UMINUM SW SERIES 420 ALUMINUMSGDOXO 12131/2024 No Yes No WA 14531"qutixMque; NON -REINFORCED 2 SERIES 420 ALUMINUM SM SERIES 420ALUMINUM SOD QX.XO. XX 12r312024 No Y. No WA 988pidpr40igxoi; NON-RONFQRCED 3 SERIES 420ALUMINUM 6GO REINFORCED SEINES 420 ALUMINUMtrGD REINFORCED OW 12/3112024 No Yes No NIA 145.314&quet eiMqud; 4 SERIES 420ALUMINUM SW REINFORCED OFRIES420 ALUMMUM SOD REINFORCED OX 12131r1024 No Yee No WA XO. XX 96souGt7g6aqud: 5 SERIES 420 ALUMINUM SM REINFORCED: SERIES 420ALUMINUM SOD REINFORCED)= 12rW2024 No Yea No. WA 143aquoh.IKl3 d; Florida Department of Business & Professional Reautatton P.a.1.12 Building Codes and Standards Iffl ill Product Approval Application Detal azi Z= Version Aknuf Mtum coneda Lie. w Validated IN FaC�Actiroyal ADJXW4M 201 ReAtiOn 2020 We" D.I., a division orOvahndDoor DwapisK-I,h John E.Sootes Janney P-Arnaga,P.E 10Jt2121)20 091 10r13ri020 12RW020 Aaaosed Carpaflii WD)783$121 PE-51737 (904)821-5200 Catagary:. axwer On an, drami"wayne-dalli YuYCoaaar. 6edlrral Exterior Door Assemblies am Caeplie"' *daod: Rvmion un Report item a Floods Reglaan sd.Ardhited or a Ueensed Florida Professional Enpinear Arasrmdfor lhy Andrei for the Dalton affit Prerxud Yodel know Yanr rRoductDwrib ill Coread rMrallorn Day In 9919 4StILt Nvi¢ El4YYIY Israel [f; 3 8000i IDOM2004 ills Mill Me.-W. 14aa36; Mad hell411szkg IVII2023 No Yea Yes -31.01-35.00 veiMhb In a inbda rtredisadian. Wdlh. 10 6000NB10Md200�r1123 iINIMM l41llilift Max height. Owing 17/31R023 No Yes Yet •30.e0633.50 aya8ible In top orintalrrledlate 10d1ar1 11 8010/a10=2001t1124 16401 Max with. 148Y39: Max height. Glazing 121312023 No. Year Yes -34401_36,30 ewria le,In top or ntemxdiele section. Florida Department of Business & Professional Regutstlon Paget or Building Codes and Standards 105=1 Product Approval Application Detail Se2dt J,nMr w Plat Pita Coe Pendria An mm Version kumfactuw Conrad EndnevalLcerrse xilam m submitted FaCAnanavm. Rauaxn 21120 Curries Division OIAADO. Inc, Tom ROW UL LLC Troy 6tangp- P.E:. 12Ma2020 1201/2020 122t/2o2D Appromd Colossi Exterior Does re411494 2813 1954) II47-08aD srbcatielaw. Events Door Components tdm.rdlfeygsaeaeblq-ca Compilers* Iden d CNUAtaOart Maps or Lraing m ow As }, A®roLMdror Uss Am"W(at Use know Dtdw Rodnd Maria. Mmhr a Name pig 10.!>iQiZ aihrm 1i li4W tMt EtY>relIX 1 907, 7d7, 727, 747, F57.!7, And 847 Single and Pees Of Flush Gletrd,.and Winteredan0b and pairs of 1219112(28 Yea Yes Yes WA Dods hall- metal drare: Florida Department of Business & Professional Regulation Building Codes artd Standards Product Approval Application Detail Poge l of t Irdmi cods Ent* oess ,�i14 Data Pending Data jygg )(eYeg Leenuhcim contest Endnw A Lim 19r VN &N FBC Aoomvat Apposed a n& RoMri 2020 MI Wlndoe's and Dods. DrentStringer American ArchOadurel sto%"M.Uridh: PE 11n7fM20 11117=0 112712020 Ppprwed CM40ory: Windo(vs 1717) .3300 Men ifl ctlow, Assosu ion 0171317-8454 tuiicosiger Single Hung osksnOatlIrNad.com conptlan" udbod: Cenllodon Marl or Lwric OuaIYV Asv� AssaMed for use. Amrgvadfv Use Invest (irstion $!a8 MOCIOLNLWBKOtMUU Product Delualudon± .EYDlratlen idle 1111yi OLIWCa HVHZ lid Preassaunt.. 2 1s58H SZ02 FleFl grFrom* IGISG Single Hung 10t092023 No Yes No +60A-60. Laminated Gk.. ^�^'A ^W ^W i to -0 ��11 ♦♦ L Q� > L �C �a � 0 +.. -0 0 a- o c .cn � -0 - � o E .� Ill o LL 11 0 C{//vim� / � O 2 Z Z W J N N Ci 7. \a - � y v, ¢ 0 0 a J U }a > - W L. a) E W V `V 0 C O L � U 0 CID CJ CV m CL W W Z J Z Q J SHEET NO. PA 1.0. a --a N N L Florida Department of Business &Professional Regulation Pfpee d8 Fbrida 1]aperimenl dBusirtass 5 Pfdesebnal Rogulaton 14sei at Florida Department of 19usirtass 6 Professional Regulation Palmieri Florida Department of Business 8 Professional _ CU U L L .0) U-^^ V/ O O ^^11 W O O W i fi 2 Q ���//�� Q .� VJ N � � O %� !� !V N r� Q `t z (' 'JJ f Z' z U y f� ,�V •:2 -D c e O O c V/ Z t) 0 O L U ptwmb O La Cott) m L O CC cw Q z W J Z Q J a SHEET NO. PA 1.1 Reguhtion Pwe+az Building Codes and Standards irzs/zvz2 Building Codas and Standards 8dldtip (:odes; and Standards Ifjrf'D2. + BuIkIIDg Codas and Standards. 1r5rzOz+ Product Approval Application Detail Pradldd App4oval Application DatNll Product Approval Application Detail Produ Simpson Strong -Tie 2020 FBC Approved Products Updated 12fXM20 amFor direct Inks to all SOT approvals listed below, CLICK HERE Far additional Information regarding FIcMcWs statewide Product Approval 8ystam and Mami-0eoe County Notice of Acceptance (NOA), QJCK HERE. FL#235&" AMA ProduU Murn�or�� Product Descirlitition 1 Titan Stainless Steel Concrete S Masonry Screw (TTN-SS) 1/4" diameter T'den stsinleesst" masonry screw FLN95B9-R6 lag Product Modal. Num bar or Norma Product Descrhrtlon 1 SD10112DBE Outdoor Agents Connector Screw 2 S09112, SD9212, SD10112, SDIO212 Strong -Drive SD Connector Screw 3 $09112SS, SD9212SS Strong-DWit SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF2270D, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272356 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221IOU. SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo4isad Screw 7 SDS25112: SDS25134, SDS25200, SDS25212, SOS25300, SDS25312, SDS2541 Z Strong -Drive SIDS Heavy -Duty Connector Screw SDS25500: SDS25500, SDS25800 8 SOS25112SS, SDS25200SS, SO625212SS, SD825MOSS: SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLUIOD07-RB Sam Product Modal. Number or Name Product Descdntlon 1 ATR318, ATR1/Z ATR518, ATR3J4 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 3 BP3/8-2, BP112,BP1/24 BP5/8.2, BP&8-3, BP3/4, B133/4-3, BPRTU03-4 Bearing Plates 4 CNW3/8, CNW112, CNW518, CWrJ4, CM&III-1/2, CNW31451B Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUDS7, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD46, RTUD5, RTUD6, RTUD7, RTUDB Ratchedng Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tieduwn System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URSS ISM" Uplift Rod Run Tie lawn System 13 URSB 3/4" Uplift Rod Run T'ledomi System FL#10441-R6 JQMA Product Model. Number or Name Protluat Delecription 1 DTT2 Hold-down 2 HDC1014, HDC10r22 Hold-down 3 HDQ8,HH0011,HHDQ14 Hob -down 4 HOU2, HOU4, HDU5, HDUB, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor B LSTHD8, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Strap-styls purlin anchor 10 PAI18, PAI23 PA128, PA135 Strap -style purin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14, STHD14RJ Sleep -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products updated 12rJVM0 EMFor direct Inks to all SOT approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product AMprwalSystem and Memi-0ade County Notice of Acceptance INCA). n rhu urar 21 LB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5-3/8" to 15-1/8" ,. 22 LBAZ series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 93/18" to 1318", 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1r21. 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1r7. 25 MIT series hangers Top flange hangars available in widths ranging from 1-91 0` 0 5- 1/8" and heights ranging from 9-114" to 24". 28 PF, PFB, PFDB, PFDSS series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 33/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I.9/16" to 7- 118" and heights ranging 9.1/4'to 32". FL#10960-R5 §W Product Model. Number or Name 1 ABA44, A8A44R, ABA46, ABA40R, ABASE, ABA88R 2 ABU44, ABU44R, ABU46, ABU481R, ABU5.5, ABU5.6, ASU65, ABU66, ABU06R, ABU88, ABU88R, ABU1010, ABUIOIOR, ABU1212. ASU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW48RZ, ABW66Z, ABW66RZ, ABW7-7 4 AC4, AC4R, ACE4, ACB, ACSR, ACES 5 BC4, BC46, BC41R, SM. BC6R, BCS, BCS2-2/4, BCS2-318 6 CB44, CB48, C848, CM, CB88 7 CBSQ44-SOS2, CBSQ4&SDS2. CBSQ6&SDS2, CBSQ88-SDS2, CBSO88-SDS2 8 CC, ECC, ECCU Series 9 COOSDS2.5, ECCQSDS2.5 Series 10 CPT44Z,CPT687,CPT88Z 11 EPI344A, EP844, EP646, EPBW 12 EPS4Z 13 LCB44, LCB66 14 LPC4Z,LPCSZ 15 MP844Z, MPBBBZ, MPB887 16 PB44, PB44R, PB46, PSW6 PBSOR 17 PBS44A, PBS48, PBS68 18 PBV6, PBV10 19 FC44-18: PC46-18, PC48-16, PC84-16, PC8&16, EPC44-16, EPC40-18, EPC48-18, EP084-18,EPCS&16 2D FC4Z, PC4R7, PCOZ, PCSRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPC8Z, EPC8RZ 21 PP844-4Z;PPS44-CZ 22 RPBZ FL010968-RS ,Ang Product Model, Number or Name 1 FJA, FSA 2 FRFP 3 GH46.8, GH4&8, GH4", GH483, GH410-6, GH410-8, GH66-8, GH86-8, GH68.6, GH58- 8, GH81M, GH810-8 4 GLB6A, GLB5B, GLS5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D 5 GLBT512, GBLT812, GLBT516, GBLT616, GLST520, GBLT820 6 HGLBA, HGLBS, HGLBC, HGLBD 7 HGT-2, HGT.3, HOT-4 8 UFP1OSDS3 9 URFP Product Descriction Adjustable Post Base Adjustable Post Bess Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape wffh W1 ranging from 3-114" to 9.10' and W2 ranging from 35/8" to 7-112" Screwed column caps with W1 ranging from 3-1/4" to 9-1/7' and W2 ranging from 33d8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Bass Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post cap Post Base Re" Post Base Product Doscrhrtion Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products OwFor direct Inks to all 88T approvals Isted below, CLICK HERE For additional Information regarding Flarlde's statewide Predict Approval system and Msmr-Dads county Updated 12I3012020 Notice or Acceptance (NOA). CUCK MERE. FL#10446-R6 JW Produ���, Hum bar or Nam 1 A21, A23, A33, A34, AX A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAS Outdoor Accents Angles 3 AP844, APBMR, APVBM, APBf6R, APBS8, APB88R, AP51010, APS1010R, APVB44, Outdoor Accents Post Bases APVB44R,APVB6S,APVB68R,APVB88,APV688R,APVE31010,APV13101OR 4 APDJT24, APDJT2R-4, APDJT2.6, APDJT2R-6, APVDJT2-4, API/DJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVD,IT2R-8 5 APHH46, APHH461R, APHH610, APHH61OR Outdoor Accents Heavy Hanger S APL4, APLB, APT4; APTB, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed BeamTiee 10 CJT3Z, CJT4Z, CJT5Z, CJT8Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 1S HH4,HH6 Header Hangers 19 KBS1Z Knaa-Brace Stabilizer 20 L30, LSD, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS60, L570, LSOO Skawable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ25RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LssJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSRZ37, LSSR2.56; LSSR210.2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 28 LTP4, LTPS Tie Pates 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 28 MMH8 Root Tie -Dawn 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU2&2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLUW1 Face -Mount Hangers 31 RSC;RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tle Connectors 34 STC, STCT, OTC, HTC4 Truss Clips 35 TJ037, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FLnY10447-R5 Sea # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-6DS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCPZ HCP4 5 HHRC2-2, HHRC42, HHRC422, HHRC411.81, HHRC44, HHRC5.2&3.25, HHRC5.3713.12, HHRC88 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU25, LSSU28, LSSU210 9 TBE4, TBE6 10 TC24,TC26,TC28 11 THA29, THA213, THA21S. THA218.2, THA222.2, THA413, THA418, THAC418; THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1.81/22, THAl2.0&22, THAt2.1122, THA1222, THA1322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SDSS, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3N2020 MMFor dredl Inks to all SST approvals listed below, DUCK uaR E For additional Information regarding Florids's statewide Product Approval System. and Mami-Dade County Notice of Acceptance (NON. CI ICK HwRr- FL#10456-R5 Produ���.Num�r��� Product 1 ET, BTB, STH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 C814. CS16, CSt 8, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressionrTensionStrap 8 DSP, SSP, TSP Stud to Plate Its 7 H1, H10A, H2.5A, H3, HO, H7Z, H16, H16S, H18-2, H16-2S HurricansTies 8 HGT-2, HOT-$, HOT-4 Heavy Girder Tiedown 9 H$24 HurricansTie 10 HSS2SDS1.5, HSS22-SDS3, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2; HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI SKTZ, HTSO2OKTZ Heavy Twist Strap 14 LFTA Light Floor Tia Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA35 Straight Strops 18 LST149, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LghtTwistStrap 19 MGT Medium GirderTiadown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12: MSTA15, MSTA18, MSTA21, MSTA24, NWA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48133,MSTC88133 Pre -Bent Straps 24 MST126, MST136, MST148, MSTISO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MT824C, MTS30, MTS30C Medium Twist Strop 26 NCA2x10.12. NCA2x12-IZ NCAWk 16, NCA200-16, NCA2x12-18 Bridging 27 RCWB12, RCWB14 Wag Bracing 28 RPS1 S, RPS2, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SPB Stud Pleta Tie 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST16, ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST6236 Straight Straps 34 TB20, TE27, TB30, TB36, TB42, TB48, T654, TB58, TBSO Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB108, WS106C, WB126, WB128C, M143C Wall Bracing §211 Product Description 1 CBH2.37x5.5, CBH2.37x7:83, C61-12.37475 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Comer Plate 3 HGU3.83SM, I-IGU5.25-SDS, HGU5.50SOS, HGU5.62-SUS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SIDS, HGUO.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.82-SDS, HHGUTOO-SDS, HHGU7.25SDS, Light Slopeablel8kewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28.2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HU001.81/9SOS, HUGQ1.81111SDS, HUCO210.2SOS, HUC4210-3SOS, HUCQ310- SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.250-SDS, HUCQS25J11SDS, HU00610- SDS, HUC0612-SDS 111=3=011 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r2020 For direct Inks to all SST approvals listed below, CLICK HERE For additional inra rnalion regarding Raida's Statewide Product Approvel System and Mari -Dade County Notice of Acceptance INCA). cr rru Hcar FLtr11468-R5 ,wQ&a Product Model, Numberor Name Product Description 1 HHUS2IO-3, HHUS210-4 Joist Hanger 2 HRS6, HRSB, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCO210-3-SOS, HUCQ310-SDS Joist Hanger 4 THGB2, TH0133, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THG03.SDS4.5, THGQH2SDS3, THGQH3SDS4.5, THGQH4SDSB Joist Hanger 6 THGW33, THGW3-4, THGW4-3, THGW4A Joist Hanger FL#11473-RS &W # Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 His, H15S, 1-118.21 H182S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALle, HETAL20 Embedded Truss Anchor 6 HGAMIO, HM9 Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24,HHL7A40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM1e, MTSM20, HTSW 6, HTSM20 Twist Strap for Masonry FL#41496-1515 Sea K Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Hoedowns 3 1­103B, HD5B, HD7B; HD98 Bolted Holdowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13626-Rd Ans Product Model. Numberor Name Product Description 1 SB&8x24, S8718x24, SS1x30 SB Anchor Bolts 2 SSTB16. SST820, SSTB24, SSTB28, SSTB34, SSTBM, SST81 OIL, SSTB2DL, SSTB24L, SSTS Anchor Bolts SSTB28L FL#13872-R4 S,Se Le Product Model. Number or Name 1 CMSTI2, CMST14, CMSTCI0. CS14. CS16, CS18, C820, CS22 2 HRS6, HRS8, HRS12, FHAS FHA9, FHAl2, FHA18, FHA24 fHA30, MSTI26, MST136, MST148, MSTISO, MSTI72, SMST27, SIMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTWOC 4 LSTA30, LSTA30, L$TI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST212Z ST2116, ST2215 8 LSUSH3.25, SUSH3.25, MSUBH3.25 7 LTP5 8 LTSI2,LTS1e,LTS18,LTS20 9 MSTA30, MSTA36, STS215, ST6224, ST9, STI2. ST78, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, ST8236 11 MTSIZ MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 5I81.56, &B1.81, SB2.06, S62,37, S62.56, SS2.68, WB3.12, S18;i.56; S/83.62, S/84.06, SIB4,12, SA84.28, SIB4.75,S/B5.50 13 SIBA2.1218, SIBA2,12(lQ S18A2.12/12, SBA2.12/14, SBA4.18181 SBA4.18110, SBA4,18A Z SBA4.ISM4 14 SH1A 15 S1HD8S, S1HD88, SMDIOS: SIHDIOB, SIHDISS, SM015B 16 SHDU4, SIHDU6, S1HDU9, S1HDU11 17 SJCT. SMJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Descrlbtlon Concealed hangers Faownrount (DU, DHU) and top flange (DHCTF) hangers available in widths ranging from 1-9118" to 3.9116" and heights ranging from 9-1/8" to 23-15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.518'to 7- 3A8" and heights ranging from 5-5/16" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5.1/8" and heights ranging from 4-SW'to 15.314''. Concealed flange version (HSURC, HSULC).available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 1/2" and heights ranging from 2.718" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-g/18". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2020 For direct Inks I* all SST approvals hied below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Maui -Dade County Notice of Acceptance (NON, r K N R 18 SLBV1.56, S1LBV1.81, WLBV2.06, SLBV2.37, S1LBV2.56, S1LBV2.68, SfLBV3.12, Top Flange Joist Hangers S49V3.58, SLBV3.62: SILBV4.06, SLBV4.12, S.BV4.28, S/LBV4.75, S&BV5.50 19 SILTT20, SfDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SIMST80, SNS"2 Sbape 11 a mil (10 OR) 21 SP4, SP6 Stud Plate Ties 22 SSP, OSP, TSP Stud Plata, Tier. 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLAN 39i AngProduct Modal. Number or Name 1 CCQWWM8-SOSHDG, CCQM4-82-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SOSG, OCTQM4.82-BDSG, CCTQM5-50-SDSG, CCCQM3.82SDSG; CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62GX7, ECCLQM4.62G-KT, ECCLOM5.50G-KY, ECCLLQMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLOMD5.5DG-KT, ECCLROMD3-62G-KT, ECCLROMD4,em- KT, ECCLRQMD5.500-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUW.25, HGUM9.00 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM283, LGUM28.4, LGUM2IO.2, LGUM210-3, LGUM2104, LGUM48, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.121I1.25, MSHA3.5W.25, MBHA3.56)9,25, MBHA3.56111.25, MBHA3.58/11.88. MBHA3,56114, MBHA3.5&16, MSHA3.5SH8, MBHA5:50/7.25, MSHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50r14, MBHA5.50118, MBHA5.50118 6 MBHU3.5&925, MBHU3.56JI1.25, MBHU3.56/11.88, MBHU3.5&14, MSHUS,56/1e, MBHU3.5&18, MBHU5.50/9.25, MBHU5.50111.25, MBHU5.50/11.88, MBHU5.50/14, MBHU5.50116, MSHU5.50/18 FL#13976-RO §,ga Product Model. Nam bar or Name 1 SDW22300, SDW2233S, SDW22438, SDW22458, SDW22600, SDW22000, SDW22W8, SDVV22834 2 SDWC154M SDWCiSWO 3 SDWH19300DB, SDWH1O400DB, SDWH1960ODS, SDWH19800DB, SDWH101000DB 4 SDWH274OOG; S0WH270OOG; SOWH27BODG, SDWH2710ODG, SDWH27120DG 5 SDWS16212, SDWS16300, SDWS16312, SDWS164DO 8 SDWS19800, SDWS19712, SDWS224005DWS225OQSMVS22512, SDWS22800; SDWS22800, SDWS22900, SIMNS221000. SDWS221100, SDWS221200, SDWS221500 7 SDWS2 WDB, SDWS224OQDB, SDWS22500DB, SDWS22600DB, SDWS22800DB, SDWS221 OOODB 8 SDW522312DBB, SDWS2251208B 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS278DOSS, SDWS27800SS, SDWS271000SS, SDWS2712003S 10 SDMI3400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MatronryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Swam Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RI M Screw Outdoor Accents Hex -Head Washer F1.015363-1413 Aill Product Model- Number or Name Product Description 1 AS 16. AS 1885, AS 18SO 16 ga. Truss Plates 2 AS 2OHS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#1573044 �qy ))t Product Model. Numixr pr Name Product Description 1 FT_HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anohorfa concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 1200/2020 MMFor direct Inks to all SSTapprwds listed below, CLICK HERE -For additional Information regarding Hands's &alewide Product Approval System and Mane -Dade County Nodoe or Acceptance (NOA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from I.5V to 3. Off 6" and heights ranging from 4.5116" to 11". Concealed flange version (H USC) available for models having width equal to or greater than "it 6". 12 IU S aeries hangers Face -mount hangers available in widths ranging from 1.7V to 3• 518" and heights ranging from 9-1/4" to 161. 13 LGU3.25SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 WC26Z, LUC21 OZ Face -mount hangers 15 LUS series hangers Face -mount hangers available in widths ranging from 1-9/le"to 4- 5r8" and heights ranging from 3" to 10-15118", 17 MG1.13,63-60S, MGU5.25-5DS, MGU5.50-SDS, MGUS.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hanger; available in widths ranging from 1.9/16" to 5- 1/8" and heights ranging from 6-15il e" to 19.1r71. 19 MUS28, MUS28 Face -mount hangers 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9118" to 3-9/18" and heighs ranging from 3.1f16" to 133/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Fear -mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2-5Z'to 11.114". FL11010667-R6 RyW Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 7-1/9' to 371. 2 DGBF series hangars Top flange hangers available in widths ranging from 3-&8" to 7- 1/8" and heights ranging from 9-1/,V to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- 518" and freights ranging from 7-114" to 241. 4 DGHF series hangers Top flange hangers available in widths ranging from 1 V4" to 3- 5/8" and heights ranging from 9-1/4" to 29'. 5 E05, EG7, EGO series hangers Top flange hangars available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11" to 32-11T. 6 EGO series bangers Top flange hangers available in widths ranging from 3518" to 7- 1/4" and heights ranging from 11-1f4" to 37'. 7 GLS series hangers Saddlehangers available in widths ranging from 3-1/4" to &7W and heights ranging from 8-1/2" to 26"- 8 GLTV series hangers Top flange hangers available in widths ranging from 3-14' to 7- 1/8" and heights ranging from 11"to 321: 9 HB series hangers Top flange hangers available In widthtr ranging from 1.9/16" to 7- 1/2"and heights ranging from 8"to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from S-IX' to 8-7/8" and heights ranging from 10-117to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-IX'to 8- 7/8" and heights ranging from 7-117'to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14'io W'. 13 HIT series hangers Top flange hangers available in widths ranging from 2-&IT'to 3- 9/16" and heights ranging from I S" to 26". 14 HUSTF series hangers Top flahgejust hangers available in widths ranging from 3-1/8" to 3-9118" and heights ranging from 5-3f8" to 13-1/8". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 1/2" and heights ranging from 3-711B" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/18 to 7- 118" and heights ranging from 5.3/8" to 28'. 17 HWPH series hangers Top flange hangers available inwidths ranging from 1.9/18" to 7- 1/2" and heights ranging from 5-318" to 32'. 16 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- SW and heights ranging from 9-1 W to IS'. 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 53/8" to 7.14'. 20 JBA series hangers Top flange hangers available in width of 1-atlff' and heights ranging from 9-3/16" to 13-1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For died Inks to all 8S'T approvds listed below, CLICK HERE For additional information regarding Hondas Statewide Product Approval System and Memi-0ade County Notice of Acceptance (NOA), ,^I uru HER 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (SMZ STB2.4SS, ST82.6SS) Strong -Belt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HSSS, THD-CS, THD-CSOM Titan HD Heavy Duty Screw Anchor for concrete and masonry available wAth hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Than HD Threaded Rod Coupler for concrete 9 Tden HD Threaded Rod Hanger(THD825158RH, THD837158RH: THD37212RH, Then HD Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -Ail (WA) Wedge -All Anchor for masonry FL111,16230-Re hag P�duct Modal. Numhar or Name 1 AT-XP 2 ET•HP 3 SET-XP 4 Strong -Bolt 2 (STEM 5 Then 2 (TTN2) 6 Titan HD (THD-H4SS, THD.HSSS, THD-CS6SS9 7 T'4en Turbo (TNT) FL71116937-R3 AW Product Model, Number or Name 1 X34B10165K,X1S1018,XiB10I6.4KXOIS1016,XQ18101e-4K 2 XLQ1141*1224,311011461224.2K 3 XMQ114S1224, XMQ114B1224-21< 4 XQ114S1224, XQ114B1224-2.5K X114S1224, XQ112S1224, X011281224-2K 5 XU34S1016,XU3481015SK FLa{38320-RO Sea # Product Modal- Num bar or Name 1 DSSCB43.5, OSSCB48, OSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FC649.5, FC8411.5 3 FPHSD34S1018,FPHSD3481018,FPHS03461018-5K,FPHSD34S1214, FPHSM4B1214. FPHS034B1214.5K 4 LSFC2.25, LSFC4.25, LSFC825, SFC2.25, SFC4.25, SFC6.25 5 LSSC4:25, LSSC8:25, SSC2.25, SSC425, SSC8.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC8.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SCB45.5, SCS475, SCB49,5, SCS411.5, MSCS45.5, MSCB47.5 8 SCS325/87, SCS92-"7, SCW2-&l18, SCS82-5/118 9 SCW3.25, SCW53 1D SJC8.25, SJC10.25, MSJC8.25, MSJCIO.25 11 SS83.518 12 XLSH3481414, XLSH78B1 414 13 XQ1SI018, XQ181016-41K, X0181214: X01BI214-3.5K, X078S1224, XQ7861224-3K, XQ114SI224, )(0114B1224-23K XQ112SI224,XQ11281224-2K, X3481016.5K X1 S1018, X1 B101 &4K X1 S1214, X1 B1214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-6o@2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for conaete available in 304 or 318 stainless steel with her head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Descrmion #10.18 Strong -Drive XMated Self -Drilling, Tapping Screws with #3 Ddt Part #12 24 Strong -Drive XL Large -Head Metal Sal -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #6 Drill Pointand Medium Diameter Hex #12-24 Strong-Drva X Metal W-Drilling, Tapping Screws with 06 Drill Point #10-16 Strong -Drive XU Meat Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Road -Cep Connector #10.16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Con rector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-DriveXLSH Shouldered Self -Drilling, Tapping Screws #10-181#12-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N Cn N -Cu O� C O O C CU .0 O 0 VV�� O C 1 O O E U_ O CU M Cn ­0 a) " O Q Qcp . (U .� � U U) a z Z W J / I .� CD c i LO 4 3 r • A (W� v/� I MICU ICU I..L L W < Z J Z Q J 0- SHEET N0. PA 1.2, MIA 1�et���3 C 11205 sae as sea m ltaaes 26E IWARTMENTctp l &T0KY-AXDZCaatsatemc ecle .Q=) Minns, Fluift 33175-2474 AOAi RAND AD3i STBI►Ti DIVISION T (?96)31S-2W F (78dy 315-2399 NOTICE. OF ACCEPTANCE (NOA) WNWati�iaaeir sor�rcauoat PGT Isdus&ies. w. NOTICE OF ACCEPTANCE. EUDENCE SUBMITTED 1. Evidence sabot" under prey us YOA A. DRAWINGS �GT I>airrrles.Inr, NOTICE OFACCEPTANCE: EVIDENCE spas n B. TESTS (continued) i V T �s �. NOTICE OF:.ACCMANCE: EVVii}}ENCE SUBBb�1 IED D. QUALITY ASCE .. Resources (REK)- I- bhud Daade Dept ofRegalatocy and c PGThwhariesjw. 1070 Tcchraatl v D itirei i _ Mmnlfadure's die drawings and sections. 5- Test report an 1) Air Burin Test, per FBC, TAS 202-94 North V**ke, FL 34275 (Subatiftd imder..VOAN& 11-0167. 64) .2) Unifbtm Static Ail-Ptessure Test, per FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS Scam: 2. - Draurtag No: �-5570,4, tamed ""�J" � Mass I)octr NUII (I:j"', sheets 1 3y �f1'ite€ Ted, per , TAS 202.994. 1. Notice ofA No IS452814 issued to Vision Extrusion Liamite d faith& M"NOA isbesagtssved» r the app&*Ie sndre Oms gavezicgdw=e ofcomii-nr- Materials 'Tito though 21 of 21, ptepaued by �, dated IM5115; with mvisim A dated 4) Large hale Impact Test per FBC, TAS 201-94 5 'Wbike Rigid PVIC Exterior ExitivsWas for Windows and Doors-, dated 08Ii3/1 . docummtatiomsubbed has beenrevxwed and aacesed byMwmi--D&& CauptyRER Product Control Section to 041ti=117, signed and sealed by A. Lynn M1lfet, P.E. 5) Cyclic Wind Pressme Loadingper FBC, TAS 203-94 ea g on 09/30119. beused made Caaed�gasd at�rsprerta�ahae sllae�db;��e Aa�Hayst:gJmi�etim('�H3}- 0) FQiCed F�St, pI�FBG, TASi.2Q2^$4 2. Notice of a No.16-020.03 issued to Vision Extrusion Limited for• their '` 7E A�� 'ibis-NOA shall notbeva'lid aherdie eapaativn datestatedi Blow-Tu Idiannade Conaly ptoduct.Caatrd Secim B. TESTS 'wh cop 4sawtopand iastallam dug= of vinyl stiding glass door. prepared 10Tan 202 a nd l ghter Shades (Non -White) Rigid PVC Exwrior ExwuSfiDUS for (In IfinaiDade Ceetdy).mW"die AM (m arm o0w *an. bsmi Da&Cowaty)renserve the right to have this 1: Tests t oil 1) Uruf= Static Air Test, Pur � TAS 202-94 try Fes [tit Testing Lab hw,: Test Repod No: FTL &W. dated 11. 15, sighed and WhuloR s and Doors7. dated 12r1W16, etc *ing, on. I2i2.9i21_ prtrdactau niatmal tested fcr goa>ity assvrancapss panes_ if this product ormatmislfadtj.ao pe eDrmm the a>~c>Epteed 2) I'aitge Mt a .impat't T St pet FBC, TAS 2Ai i sealed by Idah�s + ga,. P. E- (1�r rep at wAwd on 12�0 45 and 02/1 Inn) 3_ ofAcceptance ance - Limited - Notice No 15 2$ina issued manrtet,the d�rrwwiltincsr#heespeaseofsu& gandtheAl37oay lyr+eralm>modify, car 'RER 3) Cyclic Wind Pre a Loading segper FBC,TAs 203-+�4 6_ Teest report oat 1) Air I Test, per FBC, TAS M-9� '33 n Coated (hinted 1trLa> red) bite Rigid P�f�'C Fatei ar moons for hire Rol3[�I.seatx Extrusions unsound $fe . use of h pt rdy n ri-M& l within their jarisdiati resetvss rite rig, t etc revoke tarns aeceptw it � detenn�byl� Dade Caorgy Product Comrat Section that his puodnct ar n al fails to alaM w thmarlmd.^W edratffi * quid ' diagrafu ofvmyl sliding glass door pac ed 2) Unifoam Static Air Presence "Best, per FBC, TAS 202-94 WkAows and Doors' ; dated 0L13115, expo on 09i3W9. meet the ret�am�,mtS ofthe appliv�bie.b+or�ding code. n u by Fmesttati� Testing Lab, Ism, Test Report No_ Fb"I. g717. dated 12�f71I5, sped and . 3} �iattetReoe Test FBC, TAS 202A4 _ 4. Notice of'Acceptariee No_ 1b-0712.02 issued toENERGI F Solutions USA, This is as �dhea k andhns been ed to w& *& lea ' Cade; de$f comply Waled by Idakrus.Ortega, P. E. (Test rep * � on 0?/15/16 and 02124116) 4)1.-W �e Impact Test per FBC, TAS 201-94 Isar. for their `BAN 30d0 and I Ater Shades (Non- ) Rigid PVC Exterior y,l15 . , iurg the Vel a 2.. Teest rep rt oil 1) Aar L� Test,per FBC, TAS 202-04 C TAS 203-94 5) Cyclic Wind Press a L.oadmgper FBC. Erns i116- on Ortltl4�f L s Deuces ����1i\F'.i RYA. VLa* D�(01�ic Series 5 79 2770"' ' i Glass Davar(R ief ce jwhero9PA 13.°ear ors-%. Y. 2)UmfadtmStatic Air P to Test, per FBC, TAS 202-94 akmg withered-t dsaingsand ttstallatim diagram ofvmyl s g}ass'dcw.pctpared S. Notice ofA ce No-1d•0712.04 issued foENERCiF oaf USA, APPROt'ALDOCUhtE:'�;T: Dra�►�iag�ta,M17-557A9 Res*$s,tided "VmXt gCrlassDaorNOA'�, sleets 3) Water R Teest, per FBC, TAS 202-04. by F Te tmg Labe Inc.., Teat Report No. FTL 8552, dated 12ftg5, sages and Inc fc�ahetr Bronze and -Lighter Shades of Coated P'Cha#er R� 1 2.1 Hof 2l, pretaar-edbyms=dkctmer, dried 10105n Sand Wed on 02A lQl, signed and sbtd by 4) Lae Missile Impact Test per FBC, TAS 201-94 C- Wind Pse�e 1 P FBC, TAS 2U3-94 sealed by Idalmis Or a IX P. Et (Test regodt retinues on 0211511016) 7. Tea repOdrt can 1 j Uirifo�m 5tattc-Ag Pyre Ted., per FBC, TAS 202-94 Exhwiens for NVIndews and DeorC dated 09/15116, mpiring on 04116120. 6: Notice ofA � No_ 164712.03 issued to ENERGI F�Sobat tms USA, A. Lysin Mrllrs, P.E., bearing tlm Miami Dade County Costrat Rev oa stamp,a the Notice of Aceegtmce Viand date by the Dade County f **=t Control &cbm 6) carte:ed Entry Test In F13C, T AS 202-94 2) Large ilk Impact Test per FBC. TAS 201�}4 Inc for these c Rigid PVC Exterior Ex*iaas for Windows and Deices" dated MISSILE IMPACT RATING IaargE and a111i s#ic Itatpart Rr tit along w9b -p dt wmpand ink d of vinyl s glass dear, prepamd 3) Cyclic Wind Pressmee Loading per FBC, TAS 20344 K 10117, a on fl2128J18. . by F oe Tee %ta, Lm., Test Report"No_ FTL 8,rdr 6- dated. 11 °15, gpied and along w t d-V dta�v s and dt of vu y shdmg glass door, Pet d 7. Tcd reports No(s):1 O-W2-7"A), 1&0" 0527, 53575149 per: A►.S"I14t 448 Limitatxr L See tabu 1(sheet� and tabs 2 (duet 8) forasb� S�3D wait sizes,'de�n Paes�s�, rcm�mts.tl�es, wed by Idalmts Ott+eaga, P. E. (Test repartievised on 01M46 atad (OM 1t) 'lest by F� Testing Lab, Test R xnt No. FTL bti38 (=Wiles A-1 tvru A-211 dated Ise`' AST 1929 and ASUM� -535, i by EXOVA too "Vr� � for ce&dosic glass types, sib ris+e� ( tables B-1 +� 8-2; sbeits 7:8) a�#:ancharbryoat .sheets �gsureaueeaLs is 1 i thru 16_ 3. report an i) Aires Test, Per FBC, TAS 202-94 11/19110, and seatJorgeA. Ca uso. P. E_ nbnkW perdu NOA Ara 11- � � a �tefial. 2_ Rigid White PVC, Tan (nett -white) Rigid PVC an dBro m coated do r laminated) white Rigid PVC to be 2) Un from Sciatic Air Press= Tea, per FBC, TAS 202-94 010. Oil) ubmiffeal wider 2VO-4 Vo.11-0107 04j - W*kd perN0A's regtrire vents. 3) Water Te per FBC. TAS, 202-94 8 Test vqw on I) AirI dUtFation Test; per FBC, TAS 202-94 S. Notice of A� No. l4-0916.11 issued to luny America., I - for *eir 3. Egress operabledads Est eompty with min clear tariff or h eightpetFBC regnffeweat. as apphomble, 4) Imp UsstTe InWTest per FBC, TAS 201-94 2;) Unifoam Static Air Pte scum fiesta per FBC, TAS 102.94 "Setatrl•Clast ((C1ear and ' ) intermvee. apking on 07AWI 8. 4. Pm*et aalls tinder sepwate app oval, to be nv edby Budding off eve 5) Cyclic Weed Ptessme Loadmgper FBC, TAS 203-94 3) Water Rye Test, per FBC, TAS 202-94. 9- Notice of Acceptance No. 16-1117.01 bard to Kwmy America, Im- for dwk .L.►BELTiwiG:Eachunitshaltbearap mtlabelwiththe of lagp� citystate andsenes and 6) F omedForaylest,perFBC,TAS2+02-94 4)Law 1 InVactTestperFBC,TAS201-94 "Tree►sifaltUlawkar, Char and Color PVBInf� ers",art0710S1i9. folbosrutg�sttr € rPft uctCimndAppmtaed",aa ttlueneiti.. -t and rof�.s dimlgg do+Dr,p 5jCy+cbeWin Pies Lea iQgprrFBC,TAS203- RUCEWALofftsNOA sfsslibe caws detedafter=renevaal hratianhas beenSedarrlthmebasbeenno by diem Tom.Lala, Inc, Test Report No. FTL SM7, dated IMW15_ *3e d and 6) Forced Exhy Tea, per FBC, TAS 202-94 F. STATE31ENTS change in �e �lebu�gcadeaegativ+ely atibetic�the petfgo7u::tce of �s F seated bPE yldaluus Ortega, P. . (Test report wvised an 02J15116) - - along vu►thmatioed-ugdtavvmtgs.a� �on dim of�r1 sltd�a$ g door, 1. Statementletter ofconfor conformance with FBC-5n Edition (2014) and FBC-6*Edition T T « O of "` NOAvm occur criertrue tondateor if#mm hasbeena revism or m 8te ETt2�ATI � t13r5. �° e 4. Test report an 1) Atr Tess, per F.BC, TAS 202-94 by F Testing Lab, Inc- Test Rqmrt No YU 6337 (Samples A I thru.A-5); dated (2017j ism" by manrlf� dated OS114I17; signed & seabed by LynnMiller, P.E_ product pruoew. ll�syse afffirs Nate# as so emlomement of materW use, andf"nu ureafthe or + odnd, 2) Ua foaan Startic Air Press Test: per FBC, TAS 202-94 12At16110, and stated A Cactso, F. E. bath ander 1 �'Ita 4 No.11- 2. Statem�ent''1et#er �ofsia !" 1 t e ; dated i?4,+i Sit T, assned by m focturer, signed tint- sales, advesrti�g or: my poses tmninate thia NOA Faihueio comply with a�ay 3) Water Re oe Teest, TAS 202.94 1� FBC, OIO, b9) & sealed by Lynn Millers P.E.. sectionaft o NOA. *Wbe cause for*=nn*=andn= vAofN0A. 4) LvV Male .1opet Test petFBC_ TAS 201-94 3. Lett+ecettf lab compliance, part of the. above: test reports. AD17ER EEME Tf: 13wN0Anun*mrprwedad byaevm& Miami Dude Cry; Flonda, ani.fcsllaseedbyythe 5) Cy+Ck-Wi Prim me Loodingpeir FB+C, TAS 203-94 C. CALCITLA�'1TONS 4. RER.�t Proposal No.17-0397. dated 05,V5. /17, s ed_by Isi aq Coda, P.E_ eapitatumdate=ybedl spiayedin adv uigbwntnre. IfacypuutionefdmN+OAndisplayed, then it shall be 6)Forced Ivey'Test, per FBC, TAS 202-94 1_ Arl1w V m calculations and sal 2dtsil m, c�bmOplymg WeiFBC 2Q14, dome in its enta mq. along with mooed-W drawings oats imallatm diagram of vinyl ddling glass dour, pdepared prepared by PGI;. dated 1 9f 3 Sand taut wised ad (i2�i5fI6= sig�tied awl sued by G. OTHER P C'FION: A ,of#tis eatireNOA: shallbe vided'to lh6uw . or its diskAntars and Sb'E eoplr Fro b ur byF Testing Lab Inc-, Test No. M M54$, dated 124K''15, An yL. Miler, P.E. (S*bw1 d sm rNOA No 2S-1210 01. 1._ Notice of Acre ae Na. Li-1214.01, fi red PtsT I es,fctur -their Series shagtae availablee €or in9p a at tlu ob site attltae ofthc Ofl;ciaL Bum se" by Idaltuis Ott , P. E. (`rest report sued oil 01AfM6 and 02111/116'). - 2. Gbaztng � with ASTME-1300-09_ "5570l2770" Vim•# G1s& I]kw (Reinforced)-L.M,I.° expiring on (W1V21_ . Sing 'this NOA rrvises & rewm'. O 4,#2&M29 05 and eamats of page I acid evide ce pages E-1, &2, E 3, E 4, 15"7 1, Z 4fi n , 1 5 t"7 11 tI- 4q j �� E-5 elk E-6 as well as approW document nse�nedabow. 'the submi#ed daces teas ievim,W by Idmq.L C6aaida PF_ Product Cowl Unit �r Product Control Uwi �r i�a,Q.I: Clvrads, Frodnet Coatret Unit Superciii as NOA Iif% 214295A3 NO.& Na, 21419$ @3 NOA No.1142WA3 NOA Nb. 2142"A3 r Expieatisa Datet April 14,1926 Ezrsiratioa Haete:.AgrB I4, 2t124 ?ipgrossl Marie Marcia 25, 2021 Expiration Date::�114,.2A2i Apwov*I Tiatei hrarrh 25, 2A21 Earpirativa Darr: ! 24, 2@2eb ApprovalDate: hrareh 2+5, 2421 Approvid Daft march M'021 Page 1 E ^1 E -2- E -3 1PGThkfttrin,hk.. NOTICE OF ACCUTANCE: EVIDENCESUB 2. Evidence Submitted under previous submittal Ar DRAWINGS L Dtawing No. MD-5570.0 R er B, titled " Vinyl Sliding Glass Darr NOA (LW, sheets 1 through 21 of 21; prepared by m2mifactorer, dated 1005/15 and bast revisedon 04f? 0, signed amid sad byA_ Lynn Miller, P.E.. B. TESTS 1. Test npodts on: 1)AirInflittationTeest, per FBC, TAS 202-94 2) nifoint StaticA P J� Test, 1Jadiag1 ^ FBC. .1 AS -94 3) Water Resistame Test, per FBC, TAS 202-% 4) Imp Mssile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Poe Lc>adingpdr FBC TAS 2if3- along with mad ed-up dawings and installatin diagram ofall PGT Industrim Ltc represent a units bred below and tested to qualify Dowd 791 andDow dt 993 silicones, pared by Faustration Testing Labotatory� br-, Test Reports No.: YTL-7897, PGT PW5520 PVC fraed 1Vmdo w ft. proposal), dated 09/03114 FFL-20-2147.1, PGT SGD790 Aluraftom Sliding Cuss Boor t 7 in propos4 FrL 20- 2107.2, PGT CA740 AhmL OWrtswitng Cat W1dow (unit 9 inproposal) FTL-20- 2107.3, PGT PW7620A Ahmoimm; Faxed 1] ru dow wit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Abintam Fixed Window (unit 10 in pmpwl) da td 07113M. all wed and sew by Idalmis thtega, P.E_ C CALCULATIONS 1- Anchor vefiAmtim calrnlatu—m sad stru;ctutal ahatlysm- comply* with FBC 78, E (20201 dated 041"22 O. paqatraed by mam4lactumer. sped and seed `by AnthanyLytm P_E. 2- Gbazarg complies with ASi M E1360-84, -ef, -12 and 41C D. QUALITY ASSURANCE Miami -Dade Department of Rgpbtmy and Ecmomic Renources (RER). E. 'MATERIAL CERTIFICATION'S 1_ Notim ofAcceptanceNo.1"305.02 issued toKW-ArayAmerica,Inc. fortheir Tr ffellt; Tilu'aeclear, Clear. and Color PZ$ Glass Interityere', apmugon. 07108/24_ 2- Notice of Acceptance No. 17-08 & 2 issued torKuraray Ametrfca, Inc. forth& "SeatT' Ght (Clew and White) Glass intuhwra", egg on0"7/04123_ 3_ Notes of Acceptamx No. 18-110610 issued to Vu- ion Exbosions Limbed for their ' Brown Coated (Painted or Laminated), White Rigid PVC Exterior Extreisions fvf R'mdews and Des", as 4. Notice of Acceptance No.13-1106.11 issued tortsinn Extrusions Deed for their sears.-'E 1000 Tan 202.a" ligLterr shades (Moran -White) Right Cellular PVC . Exterior Extrusions for Windows and Doore% tang on 12129121. 1 S 1. Z 4" tda T. Chaff ?.E. Prsduet Coah al Unit Sa nor Nt1A lie. 21-82 .a3 ExtsradenDaw. April14,2e26 Approval Data: iklaerah 26, 2921 E -4 CG Wings and Dow-% Inc. NOTICE OF ACCEPTANCE: E`%MEN'CE SUBMITTED E. MATERILAL CERTHICA.TIONS (condaau t) 5. Quanm Part Swm weer• SjtAlfiKA cow with ASTM C518 The mal Conductitrity 0:881 BTCJ4W br- -7, AM F 1249WVIR Paw., ASTIA D3985 Oi ygen-Fuss, ASIM E 2100I.G_ Durjb&No Fog -Pass- (SxhmhW wider pm4atrs NOA Na 15-6409.95) 6. Quanex Fort �. complying with ASIM C519 The W Couductivity 2.22 B-IU-W br.-ftr-ems ASSTM IF 1249 W VTR Pass, AS3M D 1434 ATSon Penmca�-Pass, ASTM E 2189 LG_ Dumbility-No Fog. ASIM E 546 Dew Point Develop mat -20°F in 48 hm. (SubmMed tinder NOANa 15-f1409 05). 7. Vim FiMusirm Ltd. Parts complying with PVC-AAMA 30343, Votary Spa for Rigid Poly� Chlodk (PVC) Eit+cr m Prallies for Vision Exhus om Ltd.-VEX-1 by AAMA Fene&abm ExterwPoffle Catif cation Program. (Subno aai ander NON No.13- 0409.03) S. Vim EVntsions, Ltd. Parts'cotaplying with PVC-AAMA 303-13. oub utiGte d ander ND_4 Na 15-0'40" 9_ PVC-AAMA 303-13, Vow SpecMatim for Rigid Po ytrisyl Chinide (PVC) Exterior Ptaf7i es for Vision Extm4ons, Ltd= VEX.-1 by AAMA Fenestration EVterim Prof `f'.ertifsra 'aunt Psog�- 10- Notice of Act No_ 1.8-1217.14 issued to En } Feneseratirrn Solution, USA, Inc. for their `Tan 3040 & light shade (non -mite) Write Rigid PVC Exterior £urvsims for Windows and Doors", on 02AW21. 11. Notice of Acceptance No. 18-ti122.02 issued to End Fenestration SolutioA USA, bw, for thew series "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring an 0212W1 12_ Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Sohn m, USA, hic. for their `Bronze & fight shade cap curd White, Rigid PVC FAUt for Eatrisoas for VVIndows and Doors", expiring on 041105. F. STATEMENT'S 1. Statemamt latter of confornmance to FBC 7* E&d-on (2020), dated GV221M. issued by tmmlfa;ctute, signesd and se~atled by Anthony Lynn Mom, P.E. 2. Statermient letter of Flo financial iater+est and.,of independent, isuded bymom. dated 04A L120, s*ned and sealed by Anthony Lym IdMwr PE. 3. PftRte Labeling Agreed document between PGT, dated 0313i S and by all ' invahed paurtim Q OTHERS 1. Ibis NOA rye es NOA# 17-9420:0GMfrW/CG1) and Wdates toFBC2020 (7*Ediden), expiring 04121121_ 2. XERTW proposals #19=1155 dated 0111WM approvedby ishagl_ Chanda,PE, expiring 04114i11_ Product Control Unity supervivor Nft No. 21 @2aS.43 Expiration Data: April14,2026 Approval Dalai UarA.25, 20.11 E -6 PGTbW1nstr1es6hw. 3. NewEvidence Submitted. A.. DRAWINGS 1. Dreg No. MD-S570.0 Rev B, titled "Vin3i Slides Ghm DoorNOA aW, sbeds 1 through 21 of 21; prepmeeed by ram, datteed.10/05Y15 .and last revised on 02ra1,21, signed and seatled by A_ Lyra Mhos, RE_ Note` This revision camsiststep t of same existing installatian sewn withilat head_ B. TESTS 1. Nome. C. CALCULATIONS L. None. D. QUALI1 ic. 4SSUR4NCE 1_ h+fiau"ade Department of l a offy and Economic Reww:es MM) E. MATERIAL CER.TIUCATIONS. 1_ Notes ofAcceptaomNo. 19-0305.02 issued tolTararayAa P*,%, Inc. fcwtheir "Trosdf+alt Ultradear, Clear, and Color PTvv B Gbw Interlayme, e�tpa7 ng oa. 07 4_ 2_ Notice of Aomptance No.17-0808.02 issued toKuraray America. Inc fat their 1SmftTGL* (Clear and VVIW) Gas Ihf erlayeri", tag on 07JM3_ 3. Notice ofAeeeptanceNo_ 19.1106.10 issues toVision Ems: Lid fare their `bra Coated (Painted or Lasubmted) WId* Pied PVC Exterior Exhinions for Windows and DooW, expig an 09€ 0t2t a_ Notim ofAcceptanceNo.19­1106.11 issued to Visi m E Limited for their "39E1000. Tan 202 and hgluttr shades flan- Vi e) M& C'e0umr "C Exterior Eztrusdans for'%1mA ws and Doors", mpuft an 12129121. F. STAIEMEN-TS L Statenzat letter of conibrunum to FBC 7* Edi"n (2020), dated 02MI121, rued by , signal and sealed by AaflmyLymIdles; P.E. 2- Rrivate l.9*F wg Apmomeat.dated 03ADWI between PGT Im& strip Inc. and CGI Windows and. Doors Inc-, signed by Dean N1 Rnadr, P.En V.P. Ending, an behalf of bath.. G. OTHERS 1.. This NOA MIM & renews NOA# 20-0429M (FLA VCGr coring M 4r26. 2. The current associated PLA i GI file #21-0205.01, a#ing 04114126. 1-4. 15t,.7 r. Z4.1n-1 leharq% Chamul PF. Product Control Unit Sapets$sor NOA No. a -#MS F ;piersitio: Data:. etprii 14, 20ii Approval Data. March 11, M1 N N Cn —Cu 2C- '' L � -a 2 a� Q ca 0 ca CO O U_ tB O M I*- > .� p � L mot_ cn CU �� U CL Cn Q a z VAA W J O y L . �ai' (Y C•C J, O O C U �W 010 E -6-0 Z CD Ca O L O Q L' U O Cn U C6 m F'- O L wCU Q O z __j z Q J a.. SHEET NO. PA 13 .^-R'.qRl•F1�••-M71°r'1,RTr7I7r,�i,..1+1 Z I ILI O c• TILLTT TEtiiTINO 8 ENOINEERINO COMPANYTILLIT P1tODII[T BVAE, AUD3 W 1r1'NT.2D-0T2><DM Q 2 2- TEST REPORTS: Large missile impact and fatigue bad tests were performed under Protocols TAS 201, 203 as r section 1626 of the Florida Building Code. Uniform static bade Pe 9 P1aODnLT P.VAI.f1ATI011T FEM)li'r NO. 20.B72B.07 3 S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated onaol.DONn sheet 1, 2 and 22 of 26, of Product Evaluation Document P.E.D. , drawin ( ) 0 �I Li ECO �Nc. TESTING 6 lNOIN[EItINO COMPANY PR0oUCTICVQIAnQ?6RRWRTN0 9e_,a_n_•r-n,-a 2 a TEST RFPl3RT•S: Large missile Impact food tests were performed under SSTD 12-92 standard as per section 1609.1.2 of the Florida BuildingCode. Uniform static loads as r per wArTRRA. TILIrt IR,PB. ti116Eo�aol.can N ML H_, wnLT1=[Ln.1'IIL1T, 7R,PE M.P.i;LTjnaeNo 44167 PRODUCT EVALUATION REPORT L6 No47A7 rL1-..+.L:.�..,HLNo6n7 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-178. Anchor specifications shell be as Indicated on sheets 1, 7 and 21 of ELL;JL Lkav OM 0N04T,I Section 1709.8.3, per ASTM E-330. Test reports prepared by Amedcon Testing sting Testing, Inc., Reports # 96-589 dated 08/09/1996, #90-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Lab of South Florida, Report # 0814.01-01 dated 03/11/02 wttnessed by William PRODUCT EVALUATION REPORT #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, REPORTNO.: 20.0727.02 R. Manner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. P.E-, Fenestration Testing Laboratory, Inc. reports # 202 dated 04/1611998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo # 2128 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO : 20-0728 01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, loadings per Protocols TAS 201 &203 as per section 1609.1.2 of the Florida P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Tasting Lab of South Florida, DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUBCATEGORY: Storm Panels Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by T11tew, Inc. and signed and sealed by Waiter A. Tillit, Jr„ P.E. PRODUCT SUB -CATEGORY: Storrs Panels 2.3. STRUCTURAL ENGINEERING CALCULATTONSE 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 200% signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1020.2 of the Florida Building Code. per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global Protection Products. LLC and sealed by Jerry Jaciofano. P.E. as per ASTM E-8. MANUFACTURER length based on rational and comparative analysis, and in accordance with section 1031 0ftheand Florida Budding Code. Calculations prepared by 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame dunes. 48M S.W. 51 Street s 3 STRUCTURAL ENGINEERING CALCULATIONS: 4800 S.W. 51 Street Davis, Florids33314 Jr.,. E. ,Inc , dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, ., P.E. str Davis, Florida 33314 On 24 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel 1. PURPOSE OF EVALUATION 3. MISSILE IMPACT RESISTANCE.• Product Evaluation Report prepared by Walter A. Tillit, Jr-, P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report Issued by Walter A. TRllt, Jr., P.E. (System Large missile Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol. No. 44167). President of T`dteoo, Inc. (Florida CA-0006719). This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., R.E. (System ( section 1604 of the Florida Building Code. Calculations prepared by Tilteeo, Inc., dated 1211 SM0 and 08127113 (for this revision), signed and sealed by Walter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. �7lrrrrAA ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A. Tillit, Jr., P.E. 61G20.3, Method I of the Florida Department of Business and Professional Ragulatlon. 4,MND LOAD $ RESISTANCE: 'A t`cP A, T14Z 61 G20-3, Method 1D of the Florida Department of Business and Profsaskmal Regulation. 3. MiSSIL.E IMPACT ESISTANCE• 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind y>Q�' JCENSF` ��a This product is being issued an accordance Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets $, 10, 14, 15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. �� 44167 This product Is being Issued an Evaluation Report as described herein, and has Large missile Impact under section 1809,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Coda, and to verify that alto product is for the purpose Intended 20.170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, - been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verHy that the product is for the purpose intended 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. , ( ) _ �a STATE OF �i at least equivalent io that required by the Code. drawing No. 20.176. F �— o,,c••.• C0A40 ,,: � G 4. YNND LOADS RESISTANCE: This Product Evaluation Report shall be subject to review end revision in (arse of INSTALLATION: Hi„yS/ORAL IN /ANNrIn„tnt""``� This Product Evaluation Report shall be subject to review and revision in case of 24 Gage Galvanized Steal Storm Panel has been verified to sustain wind Pressures. Maximum pares length shall boas indicated on sheets 3, 9, 10, 11, e Building Code change that may affect its limitations and conditions In Installation shall be performed strictly in accordance with details indicated on a Bulkll Coda cha rig change that may affect its limitations and conditions 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT P.E.D.I: sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as DA TILTECO ADMON RECORD81 P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANOM STML STORM PANEL% DRW0W M116% REPORT B 20-0721.D1 2. EVIDENCE SUBMITTED: 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. ( 9 ( Drawing No. 20.176, titled M20 GAGE GALVANIZED STEEL STORM PANEL',, imdtcated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.) '24 24 Gage Galvanized Steel Storm Panel has boon verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-0 Standard. sheets 1 thru 28 of prepared by TiIThis Inc.; signed and seated by Waiter A. Drawing No. 2t1 1T5, tided GAGE GALV NIZED STEEL STORM PANEL", to Tillit, Jr., P.E.; dated 07128l2020. This drawing is an integral part gl;ls Evaluation AND+ ' rbp Report. t1,MRUF�! p � Ny �`V��CENJC[/r��% sheets 1 thru 18 of 18 prepared by Tiltecw, Inc,; signed and sealed by Waiter A. Tillit, Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inte ty►111s Evaluation Report. .�`��tLRA,T1ttj/ 1N11Yum A ?1 �`•�T - NP���R ENSl4✓ NO' 44167 ��_� 167 STATE OF :'cr - c e 167 67 27 * '* , � SATE OF soy p�,. x(ORt1)A QRI '�• .off, tEE, SttitD 305, Miami, Florida 33166 -Phone: 303 871-1530 -`Fr 6355 N.W. 36th S ( ) (IDfys/itk�991 A T NHHHIAHAI ,: ,��.� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: 305 871- r I531`�i �F ( ) 1sarJ �A(3- ,DLL RMFNHHNUI, /nArANTIpiHI afii.T: 8.3) ft CONCRETE SIUCCO OR WOW BMW WE FOUND ON � 10 PO11 DUSTING G WWALL ANCHORS SHALL L K l� BMW TO MA CH THE WAIN PANID-1, I. STOW PAIMM SHOWN ON THIS PRODUCT EVNLMTON DOCUMENT (PID.) KU BEEN VERIFIED FOR COMMLNICE 1N ANOWRAOE SHALL K AS MENTIONED N ILI) AND N S-2). ACCORDANCE WITH THE 2020 (te, 130M) OF THE FLORIDA BIADIIO COOL (C) TO rY,s1•G MIDOO NM•N sorer Cdu,ATY c - n6A MOAN i OESION WIND LOADS W4U BE OETURONED AS PER SECTION 100 Of THE AIO,E MO(iIONEI) COOS, FOR A WND 8PEE0 AS REOtRrEO SY THE JURISGCIION MHERE /H(SE 574UT10ts WILL K W4s7AtLm ANO - t/4Y TAPCM AlNCI10R5. AS MAIWPACTU11m BY 1XV. MNLDE2. INC. - #14-10 PANETIMTE FDN.E O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY O.CO OONSTRMICRON PRODUCM FOR A DMEC:TIONALTY FACTOR ....S. 116IG A= 1-16 A 0 NNLL NOT KEEN TM HIAIAAW,1 (AS.a) - 1/4Y LAG SCIEWTS PER N.OS. 11E9pN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, tI k 20. - T/16Y r S/r WOOD BUSHING. AS DISTRIBUTED RY ALL POINT SCREW, BOLT A SPECIALTY CO. N OR= TO VEM1• TK ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ABLE 7-16 ALL BE FIST REDUCED 70 AS.O. DESIGN WING LOADS BY MUTIPLYNG THEN BY 0.6 IN ORDER 10 CMINP Of TAPCON ANCHORS 9H .,) MINIMUM THREADED PE7EIM11pN NO WOW Or K 1 1/2' AND T' Fat 0.00 PAtELMATE KWSH COMPARE THEIE W/ MARL (ABA) DESIGN PRESSURE WINDS NOICATED ON SHEETS 7 IHT. RU ,14. 1% 16. 1I At 20. AND PANELIARLE PEOPLE D. N ORO[R TO VVI'Y THAT ANCHORS ON THIS P.EO. AS TESTED WERE NOT 01Eft Ste. A 3311 ICRELSE N ALLANIBIF C.2) IMNMIM THREADED PD6•7RATIN Or LAO SCREW. INTO THE WOOD FRAME UNIT SHALL K 1 1/2•. NO THREADED INTO SrtCCO SHALL. K C0M40EAED AS PART OF THE REQUIRED TIREGED POETRATIpN. STRESS FOR WAD LOADS WAS � USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KDt DU M44ED INPENETIp10M1 ACCORDANCE WITH MA.S. 2018. CA MINIMUM EDGE DISTANCE Of LAO SCRM INTO WOOD SHALL IN AS I4WA7E0 N THIS DRAWING ST011M PANEL'S FOR IMPACT AND WIND INS 86AN VERGED N ACCORDANCE WITH SECTION 1626 FEN AID IOEOUACY CODE DIGIMEERI E M MO a TESTING MC. REP01. -02 vs -AS a ae-t30 ANID C.4) MINIMUM PENETMTION OF WOOD KMMM SHALL K s/6•. 1/4' o-20 SCREWS USED SHALL K 1 1/2• LONG MAUMUM WRATHASM N TEVING iTJ1FBIMTION IESTNG IAa .PFPORIS P2032 a /2126 . AS PROTOCOLS T1MI-ml. T1!8-102 AND TA5-20]. INC..PER ATIIHUMin3 #2120 S SHOULD STUCCO OOST, AND ,• MINIMUM FOR WALLS WITH NO STUCCO. AERIGW NEST LAO OF SOUTH FLORIDA REPORT rp21IA1-00, AS PER TAS 201, TAS 202 AND TA WELL AS STANDARDS. TAS 203 STAIIOAI@S. C-S) N THAT T/PRECAST STONE. OR PRECAST CONCRETE PA IXS. STUCCO OR WOOD BOARDS WE FOUND ON THE DIISTINO 2. ALL ALUMINUM EITUMSIOr6 TO ■ 6063-T6 ALLOT NO TOMKA. (UNLESS OTMFANSE NOTED). SCE SLEET 2. BALL, ANCHORS SHALL K LONG ENM S. ENOUGH TO REACH THE MAIN SIRUCIURE 004M SUCH PANG MNCNORW SHALL BE AS MENTIONED N CA). C.2) a CA) 3, ALL ALUI UNI SHEET METAL USED AT CLOSURES SHALL HVVE 3105-H14 ALOY. M) ANCHORS OWL K INSIMU D FOLLOWING ALL OF THE PECOMME OAX016 AND SPECIFICATIONS OF THE ANCHOR'S INNWACTuRM 4. ALL STEEL. SHEET METAL PANELS SHALL HVNE STR ICT RN. GUMAY STEEL. ASTM A-633 GLADE 50 MNNUM. G-60 GAIYWra2ED StEEL OESINN U10N w/FY- sae Ma (AFTER ROLLED)• 4 3 THROUGH a PANGS WAY ALSO K WTILIED tGI2artALr FOLLOWINGI6TALLAl10N DETAILS StMANN M SECTOR IM 10 (EHEEIS THROUGH 6) EXCEPT THAT HENDDIS 4) ® SHALL NOT BE USED. s. ALL SCREWS TO WE STAINLESS STEEL 304 OR 310 ANSI SORES OR COROCISO I P 3SUM COATED CARBON STEEL AS PER 8 r/ BD a YRO sTTEHGM AND 60 iRi 7FASEE sTREIOD/ ! SHALL COMPLY w/ FLORIDA BUILDING LbOE a- T sHALA R THE aESPorNOBMTY OF THE CONTRACTOR 10 VERIFY THE 4oURrDH@55 Or THE SrWtR11R1E WERE SHWJTIFA 6 DO R SECTOR 241 .35 . SECTION ALTO INSURE PROPER ANMDAMt. THIS SMITIFR SHALL ONLY K 01AC ED TO CONCRETE. ROCK OR WOW FMME G. BOLTS TO BE ASTM A-307 GAL30N12f9 STEEL. OR AM 304 SERFS STAINLESS STEEL %OATH 36 lei MINIMUM YWLO STRENGTH. 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER V-6 THROUGH 12'-4•. AS PEA SECTIONS a. a 9 e 10 AND ALTE INTIVES NW. It* A 1OW ON SHEETS EM 6 t 12 IESPECTIVgY: SHALL NAVE A LEUa.E AND WEADRY VISIBLE WINK INSTRUCTING OWNER OR 7. ANCHORS ,n WALL SHALL K AS FOLLOWS- TEFNMT TO SICURE PANELS WITH A PLICAWUE IEtlYORCOADB DURING ►OWODS OF HURRICANE WARNING. (A) 11. THE NSTAUAI,OM CpOfNCiOR IS TO SEA/CAUK ALL SHUTTER COMPONENT FOGES WHICH REMAN N CONTINUOUS ODNTACI WITH - 1/{Y TAPCp4 ANCIRORS AB MANUFACTURED Sir I.T.W. &MID". INC. (MIP. re-3192 W.) THE BUILDING To PWVEMT NRO/RAN MYRUSION. - 1/4• • . 7/r CALR-N ANCHORS, AS MANUFACTURED BY DEPICT NC. (MN. rc-300D P-A-0 - I/4•• . 3/4' SOLD -SR N4040M AS DOTROM BY ALL PORT SCREW. BOLT t SPECIALTY CO. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS NOCATE I N THIS DRUNK PLUS ANY BUILDING AND ZONING REGULATIONS (Min, rc-3000 I-L) PRONDFD BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - PAIEITE LIUFEMIV.E O ! PANRMAff PLUS AHHC/IORS, AS MANUFACTURED Of BY E1CCONSTRUCTIONPRODUICis. (ON, rr-33f0 ( 13. (a) DNS PRODUCT EVALLADION DOCUMENT (P.LDJ PRE►ARED BY THIS PIONEER 6 GENERA Asp ODES HOT PROVIDE INFORMATION - 'r RIPL.) 1/4wO d TAP -GRIP ANCHORS, AS MANUFACTURED BY TRu-FRET COMORAIION (Pa.3600 P.sl) FOR A SITE SPECIFIC PROJECT. i.e. IE a. uREIE TMRCONNIIDNS OEYLME FROM THE P.ED. (b) CANTRICROR TO K REUKRISILE FOR THE SELECTION, KNICHAB[ AND 16iALATON tcux* G LSE SAFETY OF THIS PRODUCT IN Mf OF Al) MNIMUM EMBONFNi OF TA•COM ANar10Rs Nro POURED CONCREff SHbL1 BE 1 3/4^: 2' FOR PAnDAA7E FEMME 500 ON THIS P.ED. PRO/IED HE/NE DOES NOT DEVOTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 0 PAM AND 1 1/4^ FOR IN TM-ORM ANCHOWS. CONSTRUCTION SAFETY AT SITE 6 7HE CONTRACTOR'S RESPONSIBILITY. A2) CAUL -IN a SOUR-%7 ANCHORS SHALL BE EMBEDDED 7/e• INTO THE POURED CONCRETE. NO EMBEM04 INTO (a) THIS PRODUCT EyAU107104 OOCUMDT WILL BE CONSIDERED, NVA D IF MODIFIED STUCCO SHALL K POWITED. 1/4^ 0-20 SPEWS USED SHALL WE 1 I/2• LONG WOMAN SIDULD STUCCO IDOST. AD I• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY IE HEADED SCREWS OR ALL THREADED SCREWS W/O LEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA ADMIERED EAWMEEA OR AKJRECT WHICH WILL BECOME THE off WITH WING HUM ENmHEER Or KOM (E,O L) FOR THE PROJECT MO WHO WILL BE PEMM SEtE FOR THE PROPER USE OF THE P.E.O- DOGNM OF RECORD. ACTING AS A DFIEOATW ENS To THE A.3) N CRIME THAT PRECAST STONE. PIECAW CONCRETE PANELS, PAYD6. STUCCO OR WOOD DORAN SEE FOUND ON THE P.E.O. 040MM SHALL SL MR TO THE UTTER THE Siff SPECIFIC DRAVON FOR WNW. EXISTM WALL OR ANCHORS ENO r0 RGMTHE7MOAN SIDNCRE BEHIND P" PANELS ANCHDRIGEMOMBEASMENTIONED N AA)NO I (e) THIS P.ED, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SO"TUM OF THE PROFESSIONAL vanim or RECORD THAT PREPARED IT. (I) lO ums NbNC= -OCR WAL L:_ C-aO: - 114" r TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. OULDOU, INC. 14. SHUITIER Maas'AL,IMER`S tAB0. 9!•ULL IE LOOA60 M A READILY VISIBLE LOCATOR AT STORM PANEL SHNNREA W ACCOWpY10E WRN SECTION ,7pBA.3 OF FLORIDA BUILDING CODE. ONE ORE. - 1/4• • . 7/6• CALK-R ANCHORS, A4 MANUFACTURED BY Draw RC. (MR, r1:-ISOD P.&J) SH A L K PLACED FOR EVERY OPENING. LA SLING TO COMPLY WITH SECTION 170I4.2 OF THE - 1/4'0 K 3/C SOLO -SET ANCHORS. AS DOTR M BY ALL PONT SCREW. BOLT ! SPECIALTY CO. FLORIDA BUILDING CODE (MN' ra-1600 PAJ.) - 014-10 PARFLMAlt FDNALE' O AND PANUMATE PLUS ANCHORS. AS MANUFACTURED BY EU D CONSTMCTON THIS DRAWINGSHALL ONLY WE USED TO PRODUCTS (AWL re-2071 P.a:A.) ,1N1111 OBTAINPEMGIB *I THE TAT[ OF FLOIOA - 1/4• P CF TA-6RM AGHORS. AS MANUFACTURED Rif TRU-FAST CORPOMTON 0.1) MWAAM EMBEDMENT OF TMOM ANCHORS. ELCO PANELWTES AND CF TAP -GRIP ANCHOR INTO THE C ••••''• rLOR10A BUILDING CODE 10h oleaftNurrkO ROCK UNIT SHALL K 1 1/4•. •Imo lLma AAz 20 BADE BALVANIM STED. SUM PANEL NO. 4 157 •: ' B.2) CALLA-M At o- saLsET CH ANORS SWILLRELL EMBEDDED 7/a• INTO THE CONCRETE ROCK UNIT. No INTO STUCCO SHALL K PERMITTED. 1/4• 0-20 91 E I USED SHALL K 1 I/2• LONG UPSAIN PRMCTION ExST. AND I• MINIMUM FOR WALLS WITH NO STUCCO. 'QT. A7A n.• IL COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-17 is.ta6' ROu1 WID71Q r•.�.__.-.�"-.`-��.—' -.._ �� -is.1N• (101AL wRpl)----- 12.5w terrimIR!E 1NOTH� 1 L- `_ --6 1/4'--------1 ! 2w----------Si _ i - 13+A1Y - t. - 1.310•� - -- - 1 �, COW UK THICK y7p�t,. ` V GILMIO[G $EEL. T '" 4\ Eon"ryI� t - a036' MN. 7M4c 2.667` CALWJUM STEEL EDGE . / ) 2.IIS7' 0-M GALV. EDGE - .T,Y I ARM A-663 rifllM AJ Ti GRAVE 60 MINIMUM OLTAIL dl � EOOE �B 0-60 GALY. '7 _- AL ,-, AILS LIyT -------L---T------------ (D STORM PAtffL ® END STORY PANEL 2.tB7•-- �( arF250R p -( - :._.' 12l0' low .,26• .�1/{Y-20. 1/IY-20. .12s' i _.3M 2W6Fi 2DF leafs r` r W/ NrDwMm EDGE ' i .100• It a ( n' - i1 SM W47M S.S. BnI "WEIR "I F7'01' _ R.Ra.- i ! 1 M2 , oAVKE ac 121 A a63 Ow .OB3' 20 0• 1Aao• 1 :oAe 31 MAL 2.tg' .375 JJJIIIIII I,,,, L...:_..----- - -B• MAN,L-,.S00•-� N•'-i.s00•� ISOMETRIC VIEW DETAIL A I�2.000 "— re G�i 2s C ROUM O CORNER IS ENDS OF PANEL'S DO LIP W/ HUM MOO. sO -h- HEADER O3 'U• NEADIM 4O AM= e ANOI.E WITH STUD ANGLE WIT14 (N.T.S) • 374• 1.671' j va A r ® KEY HOLE WASHER nKt = r.W. © NFw TRACK ANGLE rxwNlzm sffa -`344 • ��� A; t�/ly,/��, � yYNC Ism BD1IMM 123'! e76' -PU7® NIG HT -m0E or ARMS.•4! F ® BKEYM H D 9°`F eLP.AtlEI. s � •.. AL16bATNRY, U« No "IN W/OUT MOMOUtme wo" W/ A001ICILL • 7/W /3r WHIR (30WRE8 1 frAAbIAIIu,[/pWE STQL OR Nun KAM STEEL). ABB• I .eso• �, Lois• I ® 3/8' •F` TRACK ,7-W -- 11.4 mW 304 SO= li.2•,21/nr 0C ,.SOD• I ® nAT PLATED WITH STUD PRQm1CTXVALI1ATI0XRJZ=TN0L 20472702 3 5. INSTALLATION: 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, 16, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. &11AATERIAL 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 Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDMONS OF USE: 7.1. Shalt be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No, 20-175 prepared by Veen, Inc. and signed and sealed by Walter A. T111R, 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. TAlit, Jr., P.E. (Florida License No. 44167), President of Tliteco, Inc. (Florida CA-OW6719). wATUl DA TILTECO ADMON RECORDS % P. E. REF GALVANMED STEEL STORM PANEL 1DRING W 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. tW/10. 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 & 7W/11 3• 111 ANCHORS: MR CONCRETE SEE SCMDUE ON SWEETS W a B r MAX "`I, MOL FOR WOW SEE SECTIONS ON SWEETS 10 Nit 11 1' MK7 O O (1 —T--j- r--j"-r r- 1 1 llI / —i UNBOLTED PANELS BOLTED PANELS W/ I%4•-20.1- - - MPU61Bl > .. �5- MA . ESOLTA, 3/32• �+ (sEE s� ASI I APPLICABLE)I -7 eel 1/4, 2/4. 3/4. 4/4, 5/5. 7/5. 1 W/10. 2W/10. 3W/10. 4W/10. 6/5 SW/10. 6w/11 t 7W/11 ANCHORS: FOR CDMCRM SEE SCHEDULE M SHEM W 41 • _ FOR WOOD SEE SE0rM ON SHIRTS 10 • „ REGULAR STORM PANELS Q & 1Q ELEVATION N.T.S. 2.67* 1/{• ERA. DAP Oft O,O6TP -1 WHOLE VALIM MAX GAP ' � r`t:pEN • r FWRWA MOM CODE Ofth Velocity IluNrr6ans ZOM 44167 COW I01 `1% W. 20 BABE DALVANM STEEL swo PANEL DOWN; W. N«e. NT.s. _ * ATE - IL ECOPROTECTION PRODUCTS, U.C. 07/aye® q 4Im aK h "a. POE ORI R r w wPMwtRO,c a �14 20-176 !CS`•; A:- w n:ING AH.-I Ers)r-7•a. rNf: ONQNNI-IN7 WINNINGN: Y•LDWt A 7aur J., ►L • - w aWR 3 4I O i^'s ^W ^W^ 'i Cn M (D -DPW ^W` W ^O o \O/ C .CD Cd U � V N C O 3: O O O M M p > 0 !Eco -Q .q CU � Q Q Q Z Z W J _N �. ") i N , Co Q Z = S r •\4 t) T (; r - < J a r ;1 D oo C U - W J INSTALLATION DETAILS FOR REGULAR PANELS(b At (a DO CLOSWES DETALS FOR INSTAUAMN IN POLMD CMCRM INSTALLATION DETAILS FOR REGULAR PANELs(b & 6A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONU iE 2= OR ihOM INSTALLATION DETAILS FOR REGULAR PANELS (1 dt dA ri, Es. ,/7• 1 /s• -( DaNUETLE RBYNBD� , ram�1Lea aYmIRE all ,/T. . 1w 1n• L_ 4• olNanE, II NWK—MI•-E _— ,pI VAFOR RUR LEE SMW D ENwHR NSOM 1PAL MTEW iI INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK I'ENS'RTRI STRUCTURES INTO OW�RLNRM6� ER ETE �3•! I I F Ma, a. ICIB 6Da Mm" am SCHMM ON TR a a n =26RT"ON OWOOD SE SCCt0R ON 9TEF7 IS nwwm affm a "mum a) ONCRM F- �lEpCftLN&ENMICIK «E 00,0,E Ale6 SHEEN; a iHNiKNCKi N000 MINAN,'MUM ;4 DN61NO POURED (AWL DOW 1DW"M MOVING POURED seam "Mm _aR,WNDtw �N41 CONDOE i SHEET Ens) sa t{=- �I WB_LV T: E,..+_'O 31_•• MMrYaNl., �iCD WON* Mee./ /•�, a3.M 1 v ' WI. malN,m l 1 2 roLRED L •-� 4\. i �+��I o.•. -) r,. wLdw r 1 I ! 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I CONCRETE BMIOCK EA I 1a ,/r Oc ', • / l I • , , ,---`•�a�/ Ly�1Yp i 8-pL I i OOIICIEff a.00II l 1 ' •RA • . 1 i I dt t -� T : Ea ,-, w T- 7,Aa i •L• RNF---t I i OF 1• WA! --1 ® t(J REAURIED. 1 ,a 1/Y nG r 1 1 CONCRETE ILOCIC -'T , 1 AAa W-F•la t T , 60A L ' WEOUIIFD. 01:SO N} salt r Mac aIL. N• , i 1 CASE C fPWil i WK OF t 1`--- - —J s3o• 1 y+ 1' MN AICAM MOCK I GUR F D. as T D PLANT ! / l i 1 MAX'W f_ r % i MAX AHNo1oR6 Fp WooCONosEE RCt10aN SHEET 12 RETE SM SCHEDULE. ON T B + I 1 / -b/4 a' J J•F f� �, anvion I sorwEiEP. I 1 spot s/ta.t y/� 1• I 7 Nr 1 i ! ,I CONGEE AKOGR % t'—E.D. _._ PK aO�WI•0 J - K-(1, OOIRADE AKOOA % .�J KU r'O I CONOETE SUM I EI . ; i ONKWLR ACIDIC OR--' �•4{11 T T.L I I RfAIAED. , i Iq �y F"w°C .r:N i • t! O avaaOMa W/ Nw w. a Ga aL7mKt \ 0.t aDEMRt OM oe (Ea as MIKE dl ar arA •� _ _7 i s ♦ • A"I NAo e. e w pC ; F)r/1Lt 3/SZ•- l'aa tOHmMt all O a1a6 • T1A0WN D Wlara a THIIOAN q INttA • TH•HOINN p OWI-IN OP PNRWGE 1 -- .� s1a6 a 11ROIW I) NASA OR OF AIflW1E mraETE 4 '^'- ` ` - - - - - A'"ei'i �a• i I - i t/4• wx. cw L� •yI•�a'y' Claim AN T]tlTt 1llllfie �lin PA /M, Da1K GK WA(�_ ySEC++t�(�Jt� OIaR . TAg10H1 .> a•'L' i ' 1/4' j `,/4Y- 4. 6.8. WOL7 1 i ; pant OLB6M',.-,'DWHCIt WLLEY) ■ ■ awe 3/6�1' ` SCALE ] B-, gLyLE 3/B-, r•^� 3 !-, SCALE 3 ��_ K i / Yer. i I �ii 7n • WR40 NUT - - �;- wM 0 J Cii "."- RA Md' W I GaNaEEW t ae 00(aa""awm1A�" i °Sall , e MAX ^^ 11 r —J44 sac N / U W pF Ara r . WARES A 1/a• t d `; W/ STUN (I6 fCHNlwt W slar O -EDGE OSrANCE I--OPENHAG�� • ED.. EDGE D6MNCE ! .N ww ar w A.eN � �__�2a+KmL _kwpEtE AAn,tRs suoaMEW Ii Po,I1ED (6tt tdEout pN /T� �' M1wK 1 51EE75 B k B) i-- '/ I I' Dowco [ N�Oa w tnnc w a60OR® �� L. `v (SEE 9CHEDLAE ON TIaOR ADM. TUNE ON 1' N'`. (=� % I C,LSE F (i sift •) ,IaKIW oaMpE1E aK SECTIDN A -A ITye.) ■ ' • 1 % EIRTIIG STICCO/ P.T. W000 IRATE SPACER i SHEENS 8 A B) 6uLE 3/iPt' iyBIdCA trcrAl.t 1 HM FOR COL*WUMON of asCYrMN•. M `> // • NEx 1. 1KOE . M,RICS N t/s- / I i 1 R01a'�9 � ■ ■ ■ E ALUM TM OR I'. VARIES DIRECT #A *6 kamma AnTF FOR DDMtBNAt1eM OF srN_71DIL4. F- pp.T. WOOD PLATE SPWCEA I TOP ! BOTTOM AIGRNTNNGS GW BE mamulam • i / f BEHIND tRAM I COMBINED IN ANY 'NAY TO SLIT ANY CASE E I / I T to.C• TOP IIIBOTTOM MOUNTINGS CAN K Ni CON041 s7E A1R710P• 9CIL,E r H COMBINED IN ANY WAY TO Alf ANY d • • ! 1011111111540�1MOLIWa a) j CKeA. RASTALIATION. BCAt 3/1Mt' SO"3 I. IGLE 3/W-, ERISTINO POIR1gl . \ . \ ,-W •,• FIO�DA ,DING COOS M Nurrkem Zen• ,ram R Me. s.m twill I r. . vr"r FLOR(D/L aUNAINB CODE lkArieana Zena �(t A• T( �, �`:' ` 3►; 'VGIEN '' FLORIDA aamDD(c CODE V Nurr(eana Zone) /4 CA 7t • • asma sumo. Ne 20 GAGE BALLVANIM STEEL STORY PANEL n. s' �T b 1 31 Mae RioltMo. /2- Ml� CONCRETER� R�KaLW HM°wr�. "w'OW 10 I cam/ nlaa Nc 20 BABE OALYAN�W S1EEl SiDBY PANEL FN. aaoR Wuma «r. 20 UK GLLVANM SHED. STOW PANEL rr. a • � IRAnlW16 TF OWN W. 44167 6N•N ar. r1M6Na,ON DF 4seTlews NO as167 p„,,,,, N, Z yla6 qw q y'•. TE * N/a•/Rw t AEa/amaAIVa•NN cum moummOR10 IL E C O r«e."BAL 'G`t 3/6-' /b PROTECTION PRODUCTS, U.C. o Wee E.D.ea cs sl all TOP « eoTTOM MOUNTINGS GLH NNE yr * PRWU�, LLC. PROTECTION PRODUCTS, UiC. 6ME sin. aK a1 a1Rar If I L E V O INe. TE . PROT4= IIAON1 , Z 9L•. 4mo ILK 6/ mw SHEET B) COMRNm N AHD• WAY To sun AHD' LL E C O E«W. f FS___ . GOAL FL 33N4 INSTALLATION. •.SECTIM,/ G �RIOt,.• oWIL a A3N RIOt; G1IAM•. a°s3•H MAL ` 'rO Tip w r aR A WM R N,WNe (MQ••• 7aa GLc Uss)tI IN 2D-171 NCO•., KA Aw R r wwA awr R M. Rae ON)m•-7Ms. GOO ONAI•-NF7 20-175 �n�f 4 G r 7� MrK NMae Oa)mh764L rm 0")Iw- m1/GU' Ltw� , 1,.IMM . A , fwG M1-NM ft M,mm ,� Y�/ •N� , LRO a Ir; OM 4N-q!1 NK. r IN dYwl• HI- `_V S/ ww . aai 4N-9O1 . At, , all-,OI �. r� 1 GA` Tuir'aw rt wr 4 s a AL A twr x. Pa aaer a n s NA � TUJN Px - .Q7. r aW J 11 SHEET NO. SH 1,0, ''"rr I a INIXT W4 +. 3 A 4 WALL AND FLOOR MOUNTING INSTALLATION FOR r-a.SPLIT PANELS xw C4„q' w"A" rNPw �1�122ya•> 41ip'-r 1AN1101 MNW a Mr. 1• C ,V"v WORK IL Swp 1r/ � MY AWE v P. rA10b0 Mtlu leN sri6eTMa e M. IAALION wm (FL) • REOURED N. AM NAU ON •` 4 4'-r r . r A 1/r J. W-r To W-r Y P 4. 4 I/r > W-W To r-tr a1•' . Iz. . N i 1• 3. ar T t,PRIMARE RATNO SECTION t - IQ�'i`,"�L'I�'�r� O1tlE"a0 BC,L! 3/Mt' NO1E INRALON CV/ N80 B MSTIAOLL0EO6�rJ0 STORY PNlaa ON LOP OIE PNEI OPETM4 W,, /ILK wP ! BDRa0Top OR 80T10Y OF OD'E31N0. UWALLATI(M1 - ALTERNATIVE 1w SQNE' 1/4' - 1' RJSTALLA THE 2W WALL 114- - r 1� 1. 0WALLAT'GNS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP 70 +55.5. -72D p.s.f. AND PANEL'S LENGTH UP To W-B". 2. FOR NEW MOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PRE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP 0 BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY OWALLATION. MONO IT ARNCR6 WRIT 14) t�"aa a RISTALLATYME - ALTE(MIATWE 3W SCALE' 1/4' - 1- mF�1Mgoa�f �q �-- DRUM WAN • Pa IAALIM t SPA IT STORK PANEL `. ELEVATION . ,/6.1� N�.I` , l.ER.b1R k It.ODR NOIRETMIR WALL t FLOOR IICUIITRYa RNSTAWTINI - ALTd81ATNE AW SWALLATNMLR( - LLT (SECTION AT TOP B LWW TO +SLS-67.0 MAX. SCAM 1/4' - 1' AS.D. OERI PRESSURE RATING) 6oALt; 1/r . r 7mv W. rI tM.r 9FN 8 uw NaM fF1WI AMID tA9.91WmN�. r.. NO lNR.9Y NWALIA AAW SOME' 1/4• - 1• Wind REUNION �- TnNMetE AMaORARf / jam' j„� WALL MOUNTINO N■TAU ON WALL AND FLOOR MOUNTMNi INSTALLAM - SECTION t Ste: 3/r - I• - Koo 2 SCALE:- 3/6• - I' NOTES ON LIFE SAFETY STOM PANEL SYSTEM OSTALAmN 1. LIFE SAFETY STORM PAWL CAN BE LOCATED AS AN DID PANEL (FIRST OR LIST PANEL) OR AS AN INTERIOR PAYEE' (ANT PALE! LOCATION M BE1WEEl1 END •MAULS). LIFE SAFETY PANELS IMr OR Wr NOT BE PETALLED ADAICFNT TO fEOULM PANELS (w/ OR W/o REGULAR TRAO(SJ 2 LIE SAFETY PANELCOMEBTS OF DA3a• GALVANIZED STEEL RY STOPANEL AS PER COMPONENT SHEET 2 OF OWNING. THIS rwE1 ITSELF To BE REMOVED OR NSTAUAD FROM THE INSIDE OF STRUCTURE. a LIFE SAFETY PA DIE% NES TOP TAPAx To RE COMsONENT (�A BOTTOM TRACK TO ?IRS DRAWING. COMPONENT BEN LLED MILL MOUNTED FOLLOWING SECTIONS t A, �S��•; 9 oa�. As WELL AS DETAILS , A 2 ON SHEET 14, ; 4. Min. LENGTH FOR COMPONENT 4D IS IS'. MM. ANCIgR SPAl31Ki i'OR ®ANCIgRAOE A7 BOTTOM 6 ONEN ON SCIIFDUIffi t Z. SLEET 14. . � COMP'GEUT b YAY 8[ PDY6ANElii OR IEIIDAIYE. * .p, S SEE DETAILS FOR INSTALLATION MID WOOD FRAME BUILDINGS ON SHEET IS. E SEE SHEET 4 FOR OETAL APPL2/INLE 10 THE NECESSITY FOR THE ONSTALLRON OF Au-cS SPACERS AT TRICKS NFIAUJD ADAACENF AND BEYDAO TO STUCCO/WOOD BRINGS. j L•`I/4. 2/4 2V4. A 4 OR 4/4 1 L• WI. Z' Be hWl/15 L•01. � A )W/15 ' AtL{TERTMTt LOCATION -•) ON LIE SE 1Y Paw) L.. AMA W/W LIFE SAFETY PAWLS •.._ L. REARM P1YfFLS w/ OR ------- ! 113C1T1pN OF LIE ( MODE tiRT.OWI SAFETY PI►EL ---1 W/O IEONLM TRACKS (SEE NOTE I NFLO.O ' Lw PM1R1 FC) TO LE WFALLED AS SRN LIFE 3Af[,Y o Pon CPO" SHALL MUMS SE FINANCED w RDA NOW TO ►�ACaWTNaAOrtWLED IF INr910ED ToOR , LORD, FROM mm ELEVATION SNaLCTU1E. SCXE 3J3Y-,• (N INTERIORMl3a. {{yAL1B"gf LODNOM WNW 1) SECTION 13-B-B SCALE 3/32_-1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.21.1 AND CORRESPONDING WNW PANEL LENGTH "0 SCHEDULE AwID mcv PER mNnm b to smanu b6 m •rst avencom I w in m SOisTa A A A m ,YWMM (aEE!= t"-I =- JlonlOrt rAlyhp= +*A -72A r--r a1 LNG 2 1/r UNUMM I "MN a A 7 435a -72.4 >r-a• m ram• an. 2 We ummim 1 r u 5 A 7 +264 -its ar-r To 11'-r Ya 2 1/2• ' mr 6 +♦La -41LO 12'-4• tM LAOS a I/r • wrof t PJ L a A 10 • UM r/ 1/4Y-A+1' sS a1 A +Wle W N 641W A NOUROM W PAWL !Will ONLY FOR PAMStt)A 0 MU LOOM AS POt SDMeE t TWHJ 7. ON WEEIN A A At DwINM AS0. Oclaw J IWMY ANCHORS !ACM Fat Ea - a t/r - APP„ NU ro smocks / A, � mff M11W mAxom wra tO1Wl1 1.' 01.) TAPap1 OF VP-alr p1A4N Awdlum Fw,mE m 1 ►A MMT rtlA m CaNCOOT ala TO OONa"[ a� ro CONORM OOWNOMM[ w CM+DOAWR aM10M[ to dNaM[,E r WA WA WA r N/A ,• 4HW r t ("m r r N/A WA r Ir r or r r i marnme r N/A WA WA 6• WA r fVA r WA 2 (mm r WA WA WA r WA s• WA •• N/A 2 (•o"" 44" -72A r WA WA N/A r I WA r WA r MIA 3 A 4 (Nn r-r at U21 On u3s r r WA WA r r r r r r 3 Dio,M„ ) r WA WA WA r WA r tyA r WA 7tmm r r WA N/A r r r r r r 4 A 7 own** WA I ,+/A 1 12 1/r 6 ,p• 12 1/2' O 1/4• 6 1/4' 6 1/r a I/41 6 1/4- 5 CtOrAw%m ) fO MW 10 A „ FOR ALONG S TM A W+FCFW FOR NRONLAWMIN MD mOOC PMAE aLROIDO. WAVAM ROM MMONOO NO WOMAN m6E DONS ARE WEO = ON US EO RI L FOR EA lDa INAN 9W OOSO ON MOOLAE *== MOM WOODS BY MInM VDM 10000141000 ON 404MAE N I E MUDOI m F'ACM FDA M OPO20I010 10 If MOBILE. MM NNLWIM OWNe U9r FACTOR WMLL,DF It LM TIN MORMON VACM RAMTTD FOR JACK MOM FOE Al ANOOIO LORD". AIOIIII TOM tµ4 t/si I/r• t 41 1/44 4'. war w,AP# 06.0 1NIN-W r• now WPOM ow 3 3 a 3 : tJ1 a a a tp PAMy ONr,Y m,r ed 3 s a 1n s Ip a +p soma b sm mgmq ORION! +yr- t , a• tm +As 3 , ,m 40 1,m " 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOAN LP TO +55-5, -72.0 PSF AND PANELS LENGTH UP TO W-S• 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PRE NO. 2, W/ SPECIFIC OENSFIY OF 0.55 OR EQUAL NOTE FeR (`rYIBNAT- OF .rr•TY, . TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SIIIOS • EVERY OWERLAP (12 LI • EXISTING WOOD •STRUCTURES L_ ci � 1 mmuno WOOD SCALE 3/0-1- " :_.ED A �, LR��iN -_ ED Diu; L _�I �pon* 4 ' pm N7;;ALTERNATIVE 3/4-1- ERME cWW- _7W_ O . '1 _. • .b J • •L• . „1: 311 •:•hl .:Nit -; !l 'tl: .•tl (.1 o-.- -•uv r ALTERINATE LOCARION AT END PNIEL STUDS 0 cm O+FJM/ (12 1/2` PO. ALEC 1'0 IRxO an;.=n 1/4' :` - - - I� `NOTION PANEL. �-m PANEL Q 0R B mp MR stalmlAE I I 3Ct pro .I { 9PANow 0 Am No3' r•-Y MR 1 DETAIL 2 - FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SGTIE: 3//r - 1- MAXIMUM A.S.D URE RATING (R.a.f.) AND CORRESPONDIN MAXIMUM PANEL LENGTH "L" SCHEDULE NAIMIICA L ONLY TO .•mm t ! 2 AIOIG aFIs FOR 1. ,SAFETY STORY PAN[L SYSIFaI ON 91E11 I.V w ASA Dom PRmNAI[ waft &.1.1 VFM W Tw-4RP am" rm mtE FEW R WTMlImE no oPLICA" 10 SICTIONS i i OF wm, wwwM MAIL LOOM t• DW To WORM SuzKSWOOK TO10 CONNCHIST 70 WRtCA I* �m ToOmnwmm SSA -72.0 6• N/A N/A N/A r N/A r N/A r N/A 1 A 2 CTDP) 6'-0• OR LESS 6• 7• r 6• r 6' r 6' 9' 6• 1 (BOTTOM) +55.0 -72.0 r N/A N/A N/A r N/A 6• N/A r N/A 1 It 2 (TOP) 5'-W TO r-r 9' S' r 6' r 7 1/2' 6• 6' rB' f (BOTiDY) +560 -720 r N/A N/A NJA r N/A 6- WA 6• N/A 1 A 2 (TOP) r-r 10 r-r 6' {• •• O• r6" r 6' r 6' 1 (BOTTOTA) NAtMOIN AEA P1w8AK 10•I. 9/•' ta. FBSY tw W AYQ T _ 1>w M LOW • r tv MW LOP W NUQ A TO SECTIONS t OF THU Laorm t"ML 70 1 +46.2 -013 3• 3• 4 1 " 4 Ilr 2 (BOTTOM) r-6. OR LESS +52A -66D J' 3' 4- 4• 2 (BOTTOM) -r-e OR LESS +55.0 -72A 2 i/2` ; 2 1/2• 4• 3 1/r 2 (BOTTOM) 7-6. OR LESS +,2.o -72.0 2 1/2• 2 1/2• NJA N/A 2 ( r-6" TO 8'-W 4..0 -7i.0 NJA i N/A 3- 3' 2 (80T10M) r-6• TO r-r rARMw ALA WWM id+�JltOW r Fw8 LRAM � � wY� � N• +MA -7u r-r 2 we 1AIMIW = INERT 15 FOR ANCHORS THE A wYlOi FOR OMWLRROW ROD WOOD MAKE WRAMR LMRN ARM" @K71016 AND Now" ROSE O Ba1NCE ARE "am ON WM2 spell. M CA MS 70" Em m ON mmu ma now ww" In mm" "am m SON aN SOMAX w I E FOYOWNO 000015 FOR f161 OPCRNOM w BE POa01E mm wmNo awNm too FROM WILL ND7 of LETS "m LNERM W*04 EMLCAm FOR TACT MCN R NIPS N A OWN LOM M. INo10R LIVE 1/4% 1/4ti 1 1/4% IN. 1/0. tN4Y1 v wwR• DALa-ALL fA. MOM wpm ak)3 3 a 3 2 1/1 %M..NMp ey 3 A 3 3 A RA, 4 Y,4 a a 3 fA a'A Agll as BR "no W60 r tm IRO - IRO 41 _ 3, too IRO MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.m.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS (1) All[ OAI INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES CALM ONLY FOR PANELS Q! ® P6►NIAM111 AS PER SECIIONIS 1 TMU 10. ON SHVETS 4, 5 A 6) ANCHOR APPLICABLE A: r/t t� VC�S('L F'IARIDA INALO I110. SNIT anRWLtWm 4c 6 CODE M V NurAoane ZWW 20 GAGE GALVAMM STEEL MOM PANEL *' Dorp v: yr IL �s EC O Du�Ts• U.C. "Awn" �TE,7s"& �� • Fi IMD. &' !� - s/0 'L ' t1v ,N.Nn• a • PN N, . L► , AMR MO ,aw>NN FI+MIL:' 0. �'♦ 20-178 CEM)N47a1Oe Roc 6M)6RFNO r P•• ONNN Ns =-m 0. rL a m 9 W U. LYIMIIM ASA 06110N lIE8tlAli LNWNn MWMRAIL AId10R6 Sn,OWp FOR LA EO. - 3 1/S' •+ SCCfON6 S • �+' caLEtMaaN a Tf0/ MAIALRM FNIa ,� 1' tAJ IACOM Q TA►-ORW OaR-N IAlIF11aAtE FE1WE O PAEMINC NL! SOLO SET ro txW1aETE ro Oo1NOEfE ro tOMC1EE m OOt1pETE SlOCN w COftORTE ro OplpE,[ ■OFx m tONCRDE ro fAMO1GE BLttpt ro /xMM3ETE w oaNCRETE a,,OLw ro mD10ETE m OMMORnE ■OCW 8' N/A N/A N/A 8' N/A 6' N/A 8' N/A N/A N/A 1 (TOP) 6' 4• N/A N/A 6' 6' r 8' r 6• N/A N/A 1 (BORGI) 6• N/A N/A N/A 6• N/A 8' N/A r N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 6' N/A 5' N/A 5• N/A N/A N/A 2 (BOTTOM) 56-ss -72D r N/A N/A N/A a` N/A r N/A 6' N/A N/A N/A � t 4 (TOP) >T-5• ro r-6• � LEe 6' 4' 1T/ A N/A r B- r 6' 6' 8' N/A N/A 3 (BOTTOM) r N/A N/A N/A 6• N/A r N/A r N/A N/A N/A 7 (TOP) a' 4' 1(/A N/A 6• 6` 6` 6- 6' 6' N/A N/A 4 8 7 (BOTTOM) N/A N/A 12 1JY 6 1/4• 12 1/2' 6 1/4• a 1/A' 6 1/4' 6 1/4' 6 1/4' N/A N/A $ (fOP/SOTTOM) -53A N/A N/A 12 1/Y 8 1/4• 12 1/2' B i/4• 6 ,/4' 6 1/4- 6 1/r 6 1/4• N/A N/A 6 (TOP/BOTTOY) r-r TQ 11•-Y 56A. -72A N/A N/A 6 1/4' N/A 6 1/4' N/A 6 i/4' 6 1/4' 6 1/1' 6 1/4' N/A N/A 8 {TQP/BOTTOM) S'-8' TO 11'-Y N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 IJ4' 6 t/4' 6 1/4` 4 S. TO (TOP) -10.D 6• 1' N/A N/A N/A N/A N/A N/A r 6• 6 1/4• a 1/4• 6 (BOTTOM) OR LESS r 4• N/A N/A N/A N/A NJA N/A 6• 6' 6 1/4• 6 1/4' 6 (BOTTOM) 12'-4' OR Lffi N/A N/A N/A N/A N/A N/A N/A N/A 6 ,/4' 6 1/4' 8 i/4• 6 //4' TO (BOTTOM) SEE W1tm ,4 „ A,M ,: FOR A1,ONOIW TTPE A 9FNCNo FOR NBW W10M6 Nro tToao PRWME lIE6Wta I6IWIIRt ANONDOR >IIIOF/N AM IwNIM ROSE OETAtIF ARE MOIGIRO ON M fIGe1Rt. FOR ED. tlSf 11aN WLOIOMm oN fpa81ALE RrOt10E A111CHdt SPACING M LNATt►L7W0 sAwtM Wt06N a SpEOutE M THE FOLIDWNa rACroRa FOR itlE OPmr30N w t ras6W1L IEOLNCE6 9ncaAM asnwEo +AaMfa FAICIOR WPu Nor BE Lm wwf uMlAr aFPDUM MOEATm Fix! DIa1 AACImR tYPE AT AtL1OR2 tD00MD TR /µ1 1/r. t/4'i 1/41 ,µ1 wNLaN W An•t1r aMMrt f6ttfo r N1Wma aMtmm PAJ a a 3 •.q,N,p.p a•:N+•N pa) a 3 a a a 3 1n aAAAU a,,.r Bw iW a s s +p s tp ♦ aye 1�K m �6Bp i Ai T O R 2 r +m im - 1m m - 3 / IRO - 1m LAM INSTALLATION DETAILS FOR REGULAR PANELS (b INTO EXISTING WOOD STRUCTURES T PANEUKM PM ' a for oww �wTc + r ro !� ° 'or�� a too• o 031004 WOOD WACO DIF IWL WOOD WADER \ PLLIS VA ONSMNc WOOD 1IFALER i ' 0wW t2Lte • i OWIr NIO • ' ^ \ ^ ; CAW BAD • WOOD tIEAOIX { i OL { WOOD HEADER ` Y ; 9 ,/O OL 5 JAG' 9 +K at 2' IEOLA EO I { 1 1H aatatAE ON ' i � 8 fYeOE SIN � j fE 7p1RONE ON � mR tllet a i ^ i fm w aaARNWa L FDA , 'sTMMTMN ' LM w NAAC Id- MILL UDGIN w aAti I IINN. P/Ns ro 01/11[ ' ' ' I _ 1F1J81H _-_-.____ � _ 1�L+._'_ Ya PA14. LETa:ttl y♦V-90r 3R. (99E NOTE I) ,p1N-999,• E ' (SEE NOTE 1) ,/4+f�N+•;,8. (9Q NOTE I) IyLiarW/ //WY yM/SyW/WN7/OWi • aM9y. •W/ 7/A•• I f tYDM "ONl"DtlM � ! f E4AeI tl N Y � ` f � DYa'mMP t � I k 1 I t a0R °C°E OF OF •L• OF V + O6!/ IRIS • • 19 t/r O.C.' IIIR • 1/4-0 LAB 301100 ,4-,02w vow 1YIIELIRIIE PILE RECAMIRED L' i • 1 4. O.C. w 1 7: 'REOUIRED 1 t/{ , t RRDwam OF PLATE Me =To OF PIAM AT YCMIOM OF�PUDE� -V WOVE 3/6-1' ow SCALE S/R-t• SCALE 3/Mt• mm 1. NSIALIATONS FOR ALTERNATIVES SW. BW A TOW ONLY VALID FOR RANT BUaDROX WITH A.S.D. DESIGN LOADS UP TO +43.8, -48.0 P.9.f. LID ��pp PANEL'S LENGTH UP TO 12'-4' �V' A:../l✓ L FOR NEII WOW FRAME CONS'TRNC'T1OM WOOD MEMBERS TO BE SOUTHERN �• ' 'C q POE MD. 2, WJ SPECIFIC DENSITY OF 0.55 OR EQUAL_ �:' 0 •. FLORIDA BUILDING CODE N VaIDMT NYFHeono ZODA tier Fos 7rw OF rrrA 4. W. 4 i A DnD90 Inca at 20 GAGE GALVANIZED STEEL STORY PANEL r►' MR Wf aA TOP t BOTTOM MOUNTINGS CAN BE * mn6/rM COMNBREo M ANY wLr TO 5(M ANY �a �' ! ITL�O NYa. PROTECTION PRODUCTS, LLC a� INSTAl1A710N. SyyO�:'-. RL RlD N00MMWa,Waa'=314 �i�ssi • p �•� A:•'�RE''e'w'.'+"'rpW'N A�r -4 N'" NNNxir-FDO. Z daIWM-WLn 20-1716 -'wN Or-0E07t9 w:► Na- r BROOKS E wAueaws✓aW A A, L 111J*02 10 IOEp • r " W/ ro'INWOm WOOD HIAOFR i t I ; DDL I I ALTERNATIVE I ���IIYE 2�ATIVE 2 ilo$fi'Yi: t O.0 t I i � I r m m ED fI i { t 8 eW L ALTERNATIVE 3 ALTERNATIVE 4 lei/�tnr/r IaNt 9Maa Wg1WR r/ 1/Ay-2Ad• la aS • r LID a ,/,,..10 PNnLnc ,,,� I OR ALTERNATIVE WOOD FRAME CONDITIONS A( ANCHOR LOCATIONSCOND�IONS��CHOR L��ONS POIew E rm I r oA W t 1/r M. BOAC 2/W - t' "MUM MDENW N ro 110 roam NmtE : SKIM tRApa NO W,ON1 Apt pANM WALL MOUNTING INSTALLATION ALTERNATIVE IN a038: 1. 6ETALIATIOMs ARE ONLYyAp I" /MLDOLOe WIN A.SA OEWO1 LOOS UP ro FOR +556. -72A MAD IAFEL'6 Umm U► w r-r. 2 PiDE tN. WOOD w// 00 1OF WOOD Y� w 6E 9WINBN -6--• Q Q � U N N C) � -a O N � Q Cu cu O 2 O O cu W 0 i � 0�/�� .= VJ 0- Q N r� C7 c � �I ' ( i r C C cz v, q O C (� . M oa �? ++-Lu cn}� - cu CBBBBR 0 C/)MCL CL C' U O U � cu LU Q Z Z Q J 0 SHEET NO. SH 1.1 LM CIL(4N.211, - y -1 ------ MICIgRS (SE SECDONS ON AQTS 17, IS. It A 20)--- r VAX 6AJi7, M/17. 6M1a 7SF17, 4tyq, SPA, r MAIN +• MN aw/1+. 7Aw/1• t •Aw/70 •WN/H„ 7BW/1• ♦ IMr/2• 1• INL j O O O O O 4-� 1 RIIIt ,XIr iwet j �j I 6' I , PmNn IID11011 [WADu I � j i LwN■AP� �--- I IYA/17, W77, 6A/1•. uNOOII A IPf a tlOf Z•f/17, 4y17, WW/16. 3• ,1. MIN wW/Tt, 7JIN//• a MW/BO � Nrw/19, m/u a 9w/2o 1• MW. -.--- ANCHORS (SEE SECTONS ON SHEETS 17. IS. 19 a 20) - OPTION 2 FOR LIFE SAFETY STORM PANELa ELEVATION SALE 31ir-1- yr wa w SECTION A -A WANE 3114r-1• MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (P•6.T.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 B'-6- 2 3/4• UNBOLTED uppow Mi+OH 6x NADEDff\ �'y1T WRW� �■R. j _ _ �Nr. E1c6+PAW p um l' Lo INASS PAVE Lp6iH a BN ,NM -0 �M- com ' ' KU" PANEL LEOIN (SEE NOW , BELOW) i F. r COW.WIND I� CON. mut 0 I 1 1 - i 1 . ��W�F sm NUM widm 2 1 a 1 4'0 7APCd1 • r 1 � PER)" i/ 4 d TAPooN w r o e. ''-I I '"j -SYAG w/ STw) 1 W�I L//j1'' INL IlIIE80ED A7 100■O1H 1 w i 1 W. THIEADED A YDIo1H OF P1ATELIT O: 1. O FUHE !'V4' DwOOD PLATE i e_ PLATE WALL 1 ItaN RIGhicigmaTmu AL SAAE 3/r.1- E,A � SCALE 3/6'•/` I. RCTAIUTDPS ARE ONLY IW" FOR BALDOS WITH AWE. DESIGN LOOS �:' • J UP To +BLO. -71.0 i•SF AND PANELS LUOM UP TO r-Ir s. FOR NEW WOW ERNE CO,6DWLTOM WOOD MEMBERS ro BE S W I EIN AWE NO L W/ SPB•iC DENT Of 035 OR [CCU. I �Iyy 6 ,/4• -1--F'' � ,- C 1 OKNA■ME0. \ 2.000' � I IMP. AMA -ES EDGE CARS SO0-0 Ofty. IMI{M ® STORM PANEL �yY ►AN1Y ENO UP W/ HOMED ONE r ISOMETRIC VIEW DETAIL A ROUNDED COMER • ENDS OF PANEL'S END UP W/ HEMMED EDGE (N.T.S) -� r.125` L� L--3*3• Mm.-J (2) 3'St3MWx.) ALUM. ANGLE N W r D.C. N. TMACIVED AT WOOD v Ms. C PANE U91MN (W¢ NOTEI I sum IILL WINO MU M� I 1/4Y TAP r D.C. r PSJEVAN MERVIN I 1/4-0-204 4^LL US W/ u 'N ' wommut • i2 1/r OC ill 1 49 VPOC1 • Ir i t YAM THIND PLATE 11 - KATE ' iWOLO PlA1E ' g1TIN6 ENLSTAL jAaN pAFjlQl� 1EWALL Tye jAW A txmE L SCALE 3/r-1' AL LINE SAFM PAN11 SCALE va-.1- OE- / VITAL JT I t• 1.0110' j f 'E• .750• --2.WO•--J O 'JI:Tmm 75p" •Om• RM0.) © guy RAR i1- LONG 600-75 ANmn. ALLOY • r ox. THREAOEO WOOD t• L , NOTE PANEL LENGTH W- _.. (SEE ■RO,O MS W/ PUT O REVERSED oh' TRACK O REVERSED 'U' TRACK Sir I Its• x7so' 1 2000' .126• (Typ.) 'L...._-_-5• yam_-....__ 1 WR © 2"95'(Wax.) ALUM. ANGLE T 4 WBI-75 Awn. ALLOY Pol■ED 9LDcIK O+ iMMp1 R fWa I INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES WIDOW ANCHORS - 1,4' TAPODN ANCHORS _ _ _ 1[4• TAPCON ANCHORS_ _ �La• TAPCON ANCHORS OD. '\y r D.C. !` war O.C. ....fir D.C. T/�y . 3/Sr WIG NUT L ,ZALHflt N 12 //r O.C. 1' TAPCDN ANCHORS 4 1/r O.0 M90EIFD N/ SRO) I EIS.• � � Ed.• 1 { � EA.• � 1 I ,M . 44 ,o 1 N► s ; i f•• aP,W, p. i �• , r` swwa�l m { i AIM 1- aRnRa 1 r,m +N r� W ow 1 , 1 1 000600 I I � � r 7LO.. � LIED• i ` ia•5.-10.3, j -i-i 7/2• - L-+ 4•►-tma(a•LL NS I i �ra3/3: f LY4'0- 1 j 7 I 3/3:' MO WIA6MDt w9+a wn w7e ; Sal (BETD,D) 1 4 TNPGON ANCHOORS --�offAawn f �_ , 4' TAPOON ANCHORS 1 �4 1/Y O.C. w/ SDIO) ' • 4 1/2' O.C. •�UREp COt1CgE1E BLOCK teL REQUIRED INSTAUATIM POtSwD fONG[7[CONCRETE ON CONCRETE BLOCK BALL ATAUIRED WALL OR CONCRETE REQUIRED BLOCK MOUB Al II AIM SCALE 3/1r.1- 0 AM "PANEL SCALE 3/r-1' _oo AMOMFIL SALE 3/S'-1• wp ■INQ 10 a m FOR ANCHORS 1wL a Aloe 749 '/4'4 K,w■ g AaNO NM Ms1NLAtws R110 ROOD MA AARp rANM a P No" Cub MOE DI A,RCE A IMIN A AIO INO■A ARE RSPB ON 1 •rIINH1O.r 4N.W✓• 0•J 3 M M MR DIA AT lCEDIRL MREA LIDS THAN FOCI® ON SOMU MMUCL ANCHOR SPACING M MA7WLWN SPACING NORM ON CIEMAE Y.Y Oe«Y ■I.« IIa 3 AORI6 V Immic umm now or WR POLUMM FACIM FOR TIIW 0P0M 110 BE PO•ML REDUCED f ,R, m I I� r - ,m WORD OWNED NANO FACTOR MLAL T0T BE U1• THIN MIA■IN WOOFS WCum IN SPCT MICNNt Im ON Two STROA RE a, "I IT AMW SALE 3/B•-1• SIM 1. INSTALLATIONS ARE ONLY "LID FOR BLMD■NOS MAIM ALE. OE9OM WADS UP 10 +SSA. -mo RSt AND PAEL'S LEMON 11 To 2. FOR NEW WOOD FANIE COMISTR UO1ON: WOOD MEMBERS TO E SOUINEIN PO4 NIX 2. All SPECIF OEMSBY OF 015 OR EQUAL ms. W.S. W/ UK NUT WASHER Am. 040114 B6017 4 l■a NINc : OGOAD 91a,• aMAs 1'/24 4'/2 W/ •• "A' ®• Na NINE E IlLo" 3• 2'/24 1'/24 4 dM2 NOE a NSBwD • 3• •CNOIa ON wFOR �aEET zk no wow r- r w mK1ETE ANC1gI1W r MY. rMa IRS fd'AYO ON OHM 30 )Na.. 1 (NEE •,2WDLRE am WrET ,• MI� A y '• M• •ALf IT NN OF* IF 11 NW X i' all Y 'L• (CIO INIRt) LEWDWOR AJNE) (■wDUOR PANE) C•N+VVO„ FANS Epp a¢ NOTE 2. A BBOW >Q IN A• BF30W ! L 4 a I SEE • r N x 'L• 40 x -v i I. • 11111 • -_____ if I I I I_{ t�,OrEPD1) Ly. Ism NOTE 4 NnDw - NA CONCIM ANCHORS, SIX Ian or a - r •i �y � �-+ram--„ - (�a�N7CL�rMMTEE l r - :! AT k'D6 ate' 1/1• 11/r' A ExD pPAN03)TiOM SP[NSLxa"�'mWaaa{, S�s1 • MFIWOR 'r • NY;1 TO E OBPAIED Ar Fild1 RASH ►ANEL ro R RISMUED AT DIOI OREWXI AtwWS •E PR0IAOED w °PNCW,D°16�w"`�ro F�aACWMMSA L"�"P °A,AL,o� TYPICAL EL MT10N FOR Sf� 10M W w1 HAMNIND 70 F CLWMPWALLR�aII � - INTENDED OF� iA°"' E-Z HANG STORM PANEL (f) SYSTEM E'EwE CE s"akHPNE •W■I - ,• sYAI ww - r ,/4• 9 .. ar-it 1/4- N. sw -Ar,/4• N, so U-• R... GAP No All _ t aR®yaW/b®•® 1 SECTION A -A SECTK)N B-8Eo EYA'a>q' eDLt XyaW' . /' AWES : BREA W - r (1). ���,� E - 2 HAD SIM PANE SYSTEM COISSDO OF PANE. + KIM 1E PLUS OR Ir WIND ES 2000, E - Z It" STORM PANEL 2M CONSSTING OF PANEL + AT BORON w/TONEUJMTEL (1). WINITION OF SASY5 C tE ICED a BOTTOM. (2I• END PAID,$ SHALL ALWAYS COMIECI®m $L WOOL K MEWS OF CONNECTED PANEtDATES OR. F USED r w/ 15' LEND TACK A/T BDE�T/O3Ny END PANELS FD ro BOTTOM TRACK OTHERWISE A SHOP BAR SL4L E CXINECED mrN/ f 4V-20N3 w! 7 (2).� PAELS PALL ALWAYS E (OF SUCH SHALL E PROVIDED AT TOP OF SR31 PANELS. AM MIT on/ Yfn TAPPED l J(E)ICEPT (3). F END AAE CONEY:fED t0 BpTFO11 TRIWCK. lXK6ECi0N SHALL COHSST of DESCRIED ON�NOIE~3 OWE, • ' AW 1 4•w-M2013 4• ML w/ /7 B•WN3/3Y MRIC Nur ow i/4'iA3/4• ,EIT THUMBSCREW WEw T BOTTOI w10CPL lOCJ170N Oi fASHF1ER5 LADY BE AT ENTER OF TWO (3). FOR CASES WHEN END PANELS ME LRt JOMFTIY W/ 15' LOHO ®AT BUT DID PANELS ARE NOT CONNECTED m BO7TOY TRACC A sTCP BM EXTERIOR FLAT FWOES pi DO PANEL t PMW1 E FRONDED AT TOP OF PICH PANELS. (4). N CASE THAT END POW ARE NOT CONECTED m BOTTOM TRAY( (ILL A STOP BAR M !S ONLY USED AT TTppPP)) AT LEAST 1W0 PANELS SILL E CONNECTTED ro BOTTOM TRACK (4)• FOR NSAtlALHORS WHEN END PANES AD SOME •NTEROR PANELS ARE DWCILY YONTED ro OENO OF PAtEIAAtq. ONE wRR10R PANEL 29 ON BRILL TWALLL �MEAMiB SPECS RDHCATL ON NXnE (3) ABOVE. w SUCH CASE CONNECTION d' PANELS ro BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W//T1EE0 P�AI4AA'�TESYEOLlOWNq 8PAL716 SI ON E3EVATION ANDO / 3TRACK TO WALL (5). SEE SECTION 1', 3' ! 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON FEET 25. Y'n. EOE 06TANCE FOR iN6 WNIEOOR PANEL USED r w1 DOES I NOT NEED ro E OONNELTW TO E ANY 1IE/V75. IRAOC SHALL RKULIED SUCH THAT AD,ACENT PANELS LEFT a RIGW POE a PANEL) HAVE W. THEIR OVERLAPS RETAINED BY �'•.Z 3:: vCEN FLORIDA BIN RING CODE MIWFIcam Zone) No, 4 167 mssM'IL�0° "` 20 GAGE G&VANOD STEEL STOWPANEL E' �� a/EMyrw $o STA GLOBAL PROTon W.NI�PRaOLICTS, LLC. 1 7we. I. 4.X �'C•CC H,P11P� Lr x�..sw,A RNI,C WNN■F-1Ma. FN1 HRe4y1SP-NM 20-176 A•n'Sw~NA 'PIA `Q�ON 4 1 i1 W 1/'"'RN-W1 N- aim"NP w W. Pt •P• NNHi a or M •Y DT*JLS TO: •' •� •; .AAA f•:.. _. 1 1 • iF,r1 ftwmTE PWW N/ 3/3r AM MR Ywam • B 1/r D.C. � DeoNC ETE axncHl REDLAIED ALLdTJ!'IN BALE 3•-1- MAR • • a 0R KtPM t MIKE BINDING FOR REOUa6 WD WOOD •WIOW M ArRr N■Rr 0.3 3 NAME WIAIOO IWaRIN,A1" A>11WR1MI S 1M,10 ®OE m. INK R01C11m ON W! •rr.wra 0•J a A E u SCHO" FOR L0. IOt 71IN1 r91Wm d1 1CRAIRE IBM AhOWN V OM wY I A1KY■O fHYO■M CHOW 1N SCWOULE WLHLy DIH�r Aa1L n Ins 91FO0 IMMWR IN IE talOM IAI I I FOR Ift OPUWM TO BE PCooL OML,CO _ WAIM OIRMSD UOq FACTOR SNAIL HOT- oI=1,.Now. SAMUw"n FOR EACH ANCHOR TIRE ON WIN snow" s, 1 . ) { vvIm's WIN t r r r E.D.. l j •I10'W /PAMOMA7E N15� OIt CMNCRkTE (BEYOND) 81.00R WALL M SCALE 3/67-1- Ell. tlGRES Tl1l.� E-i MWIB 3TdW PANEL 3YSTEWI i. E-Z ,SAND SIDM PANEL SHOWN ON THIS PRODUCT EWLUATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN EI) MINIMUM EMINEDMENT OF TAPCON ANCHORS AND PM48J1AU FEMALE 0 a PAEIAUDE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tb EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4•. DESIGN WIND LOADS PV41 E DE1flURED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. 8.2) MNMUM EMEDMENT DP' 1/4•P X 7/a• C4Jt-N ANCHORS SHALL K a 7/6• Nro CONCRETE. FOR A CURD SPEED AS RECJMED BY THE MRERE THESE 9HKRTERS CURL E MSTALtEQ AND No EMIBEDEM INTO ANY fWIR+N MATERNAL PWl E PEURTTRO. FOR A OWECTONAIIY FAC10R K0-0.65. U9M0 ABCE 7-19 AND SHALL NO7 UCEEO THE AIAXR, UM (RSA.) 1/4' 6-20 SS SIDEMEN.% BOLTS USED SHALL SEE LONG ppUCHWIDUID ANY FINISH MATERIAL E1tlSY) 70 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 At 25. ENGAGE 3/4' INTO ANCHORS. M ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESCH WAND LOADS DE1E16AM PER ASCE 7-16 SHALL E FAST REDUCED TO AS,D. DESIST WIND LOADS BY MULTIPLYING TWA B/ 0.6 IN OROEI! TO 113) N CASE THAT PRECAST SOLE, OR PRECAST CONCRETE PANELS SE FOUND ON THE EXISTING WAIL TO COMPARE THESE W/ MAX. M.D) DESIGN PRESSURE RATWDS INDICATED ON SHEETS 25 a 26. ANCHORS BALL SE LONG 04OUCH To REALM THE MAIN STRUCTURE BAND SUCH PANELS, ANCHORAGE SHIN. BE AS ME IXINED W LI) AD IN 0.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON INS P.E.O. AS TESTED WERE NOT OVER STRESSES A 333 MWASE N AULOWAKE STRESS FOR AM LOADS WAS IEL USED M THEIR ANALYSIS FASTENERS SPACNo TO WOOD HMS BEER DETERMINED W ACCODANCE WITH MD.S: 2015. (C) ANCHORS SHALL. BE INSTALLED FOLLOWING AL OF THE IECOLMOgNONS AND SPECIFICATIONS OF THE AN04WS STORY PANEL'S ADEQUACY FOR IMPACT AND FATIQ IE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTOR 1626 OF MAHrACTU ER. THE ABOVE MENTIONED CODE AS PER FENESTRATION TESIM LABORATORY. INC, REPORT i 2032. AS PROTOCOLS TAS-201. It R SHALL BE THE FIE"M CITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. a TO BE ATTACHED To INSURE PROPER AND CRAGS- INS SHUTTER SHALL ONLY BE ATTACHED TO CONORETL BLOCK t THIS SYSTEM HMS BEEN DES011E0 70 E INSTALLED ON THE OUTSIDE OF THE OPEMR ACCSS•D THE HWiAM1G FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/O THE CIS[ OF A LADDER OR LIT. THIS APPLICATION IS WAD WHEN INSTALLATION 6 WW40ED TO BE PERFORMED 12. THE MTAL ATRDN CONTRACTOR IS ro SEAL/ONIUC AL SHUTTER OOEPONEW EDGES WNOI REHASH IN CORRKEDA FROM THE ASIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACXS ALL ANDUD FURL I SERIES 1000 0WALLATION 6 APPLICABLE M SIMPLE AND DOUBLE HUNG SALE WINDOWS WHEN NSTA LLIDON 6 REWIRED TO E - PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORY PANG. •STAUT10N BALL COMPLY NTH SPECS INDICATED IN THIS DRAWING PLUS ANY EAAONG Me ZONW4G SERIES 200E INSTALLATIONS APPLICABLE TO SINGLE ND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE POW, IS APPLIED TO. OWAUATION 6 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WIDOWS AND DOOIRS. INC. E - Z HANG STORM PANEL SYSTEM- 13 PPOW PODBM0. '., S. ALL MUM" EXTRUSIONS TO BE 6063-T6 N10Y AND TEMPER. (UNIM OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION OOCUNEif PE 0.) PREPARED BY THIS ENGINEER 5 OERERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECRIC TU L.. WHERE THE SITE CONDMONS DEMME FROM THE P.E.D. S. ALL ALAAW" SHEET METAL USED AT CLOSURES SHALL NAVE 3105-H14 ALUM (b) COT ACTOR TO BE RESPONSIBLE FOR THE SELECTION, PIR OPSE AND INSTALLATION DOLUDRIG LIFE SAFETY OF 7. All STEEL SHEET METAL PANES SILL NINE STRUCTURAL QUALITY STEEL, ASTM A-653 ORAM 50 ADM., OkIAArLED STEEL TSS PRODUCT BASED ON THIS PLED_ PRCVMM HE/SHE DOES NOT DEVATE FROM THE CwX"m DETAILED ON Deso"TON W/Fy. SINS w (AFTER ROLLED). THE DOCUMENT. CONSTRUCTOR SAFflY AT GTE 4 THE CONTRACTOR"$ AESPC SIOLFTY. L ALL SCRIWS TO BE STAAESS STEEL 304 OR 316 AS SERFS OR CORROSION RESISTANT COATED CARBON STEM AS PER DIN W TINS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ITCHING IF MODIFIED. 50078 W/ 50 1M YIELD STREM M AND 90 W TENSILE STRENGTH a SILL COMPLY W/ FLORIDA BUXOM CODE SECTON 2411.3,14. (d) SITE SPECIFIC PROJECTS SWILL E PREPARED BY A ROIUOA REGISTERED ENC■EER OR ARCHITECT EM•CH COWL 9. 90LI5 TO BE AS7M A-307 OILVANZED STEEL, OR A l 304 SERIES STAKESS STEEL WITH 36 1N MINIMUM YIELD STRENGTH. BECOME THE ENpNLFR RA(ARO (E,O,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ENOOi OF THEAPCOS RD ENGINEER m THE PLC. ERWEER. SYWL 10. ANCHORS 10 WALL BALL SE AS FOLLOWS: SUBMIT ro INS LATTER THE SITEUSE DRAWOU FOR (A) m EIP_cT._r- ,■FIT -REIF• (.) THE PLED. LL DATE AND ORIGINAL SEAL ND SIGNATURE Or THE PROFESSIONAL ENGINEER OF - 1/4.0 TAPOON ANCHORS AS YARUFACTUIED BY LT.W. BUILM. MC. (MIL 1'e-3/92 0.LL) AT RECORD THAT AED ft. B. PREPARED - 1/IV F X 7/r CALK-M ANCHORS, AS MANUFACTURED BY DEMMLT NC. (MIN. re-3000 P.W.H.) - /14-10 PANDANTE FDA" 0 a PAEIJMTE PUGS ANCHORS, AS MANUFACTURED, BY ELCO CONSTRIC'TgN PRODUCTS.ACCORDANCE 18. STORM PAAEL YANUFACRMERS LABEL SHALL E LOCATEDONA READILY VISIBLE LOCATION AT STORM PANEL W (re-3350 WITH IDA BUXOM CODE. ONE COOL L WE PLACED FOR EVERT' OPENING. �.�OOF P-LL) M COMPLY WARM SECTION 121 THE At) IMORJM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2' FOR PANGAMATE FEMME 0 a PANEUMAIE PUUS. A2) MNWRAI DAMMEM OF 1/4*0 X 7/11' CALK -IN ANCHORS SALL BE 3 7/8- INTO CONCRETE. NO EIRIEDENT INTO ANY FRESH MATERIAL SHALL BE PERMITTED. Z4• •-20 E SOEWKK SO.IS USED SOUL BE LONG ENOIJOWSOULD ANY FINISH MATERIAL E050 TO GAGE 3/4• EN ro ANCHORS. A3) w CASE THAT PRECAST STONE.PRECAST CONCRETE PAKLS• OR PAVERS E FOUND ON THE EXISTING WALL ORFLOOR.ANHORS SHALL E LONGENOUGH 10 REACHTHE MAN STRUCTURE BEHIND SIGH PAELS. ANCYORADE DOLLE r,_ AS MENDNED IN A.1) AD OfA.2). t eYt - 1/4' F TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULOEDt. INC. FLORIDA BUILDING CODE h VNMIoo NNYYkanr - 1/4' 0 X 7/r CALK -IN ANOFCK• AS MAHRFCRIRED BY DESALT INC. ((m-1500 µMS.) A� '•• - rYN 1ILTBMo. IRO 20 BASE WLVANRED STEEL STOW PANEL F - 114-10 PAIEUALTE FEMALE 10 AND APANC EUMTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION ` ; 1MMW PRODUCTS (V -2071 0. 1.)..,- 4- INSTALLATION PETA LS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK L men=__mew pe.U,,pc �4„rm ` 4 e.M em sDImuEAH1rH4AM � eWl°"L■.�«'IN `aW iW �E �-y/��I..R�'L s d �oaW�a+E RA �� � NNaAa■Er IR I 5 , I U 1 1 1 1 T B 1 + 6 1 I 1 H 1 N i +FIE BON®- , E NONE t6 AIR aftSIPARMIN 1 X 44- r Wra ; • y '1 *D W.M. ; r 1 1 MN o'w o n 1 •IN•'~ tl 1 8 1 1 I M■rrm i 4f r rs Ifi .R , In NpHWNL,X �RR IOW (14�INN"�N' fl ON WALL Mn QWCT WOUMING OW, WALL MOUNT= Nam O MOO p �L 7H lm1OM10A A■a■wNB■i HOW •I YM F - IO iw� M at at 4 M NLwNWH-tN0 ?•Wohislw mNrsw-H-MooTo �• n am 2L 0 MP At 10110M 11 MM mMWM= O E ® PROXIMAL W III En . ON (WRA HK 9cA1 1/Y - 1•� s Do WIL '^AiM•«rM N AAn,MM arm a 2 • L• a''. I :• 1.11!,. L. T I d..11�., i.!�l 1.11.•,. HL•., ^W W L N 2 ca- C:)- O O C .CD cu U rn C O O Q O D Q u An CD cn E t:... CL cu .� �'/�^� v J < N c� T i Li) . C1 (/ ^e U O O W cn -o.' cu cn CL CL '0 CIO 0 U MA '� VI cu W a Z Z Q J Ll SHEET NO. SH 1.2 '71IR"r1r1A1p111R1 Ill_rP++��r�„prr�le*.a+�vl,w�ps��fse.■>,.�I"�'-"I+a' rP'r"vR,fq R� -�.. �P��( pLWg1,(gMN NSA. NWNa Ys, (9aE� N qA8! I'O" CQA7RMN APRLM W +M.O. -73.3 70. OR LESS 2 9/ir BOLTED • +'. r. S, "W' 2Y Ar1 ♦0M -7A3 70. OR LESS 2 7/e BOLTED • 4' e, 4 W �'. W94Tp[ 1_FJ 1/f Pt MIIELM.& ft WR IANIFF A OVERLAP OVAP a OF FWIEL LD4N F '+.IXP. Z•, 1 1.. .1R• �, +71 - 71 11;1 CART 1::> L A.sA. 0ES1GN pIY$URE RATING Owl)TO, N A CHAR W%CM FOR L a . a I/r - MPDCABLE 10 OF 11EM wmm PN4 Law " t• QPJ TMONO WCK�11 PIMVAM RIWE O PONLwn PLUS O.... M ago A COINCLII W C"C'm W 00NO17E es.0. -7a} 12, NIA 12' N/A 12' N/A 12• N/A I. t 2' (EDP) 7D' OR LESS t,• r* IT 1. or 4• a' 4- 1 BOTTOM)+ 12• r tr S• B' r 6' e' M BOTTOM) 1 + N/A N/A N/A N/A N/A N/A 12 1/2- it* 2' (BOTTOM) r N/A 6 1/2- N/A 4 1/2' N/A 4 '/r N/A 3• (TOP) Tr N/A 12' N/A 9 1/2- N/A • 1/2' N/A T (BOTFON) fr N/A tr N/A 12' N/A 12• N/A 4• (TOP) 7r r 12' 9 1/2' 127 1'. 12- ,1- 4' (BOTTOM) ► UMIED m a" pit. ALE. OWN PRESSURE RATNa 61a BMW 29 FOIL AI DCM TYPE N SPMM FOR OWAUAOG INTO WOOD FMFE NLOW VOOM ANCHOR lMOlM6 NO ARMY EDGE WWM ARE MMM ON TO ICWOU L FOR EA. UM THAN MCMW OR SOMU R,DM ANOMR WPM W WLWLV M VACUM MMNI ON SMUU •V I E FOUMG PACMW VW INS OPOWOR 10 K POML RWUCW ,PACT avow tR FACTOR ow RIOT K tEl6 lIW1 moo" VACM R101CIEa FOR FACT ANCHOR TYPE A I/RTIOR9 Al1YM Vol 1/sj 1/4Y t 4Y 1/6-4'H at lNK•a M, N=m ,IAdM i 3 a of 1/2 FMPYNRalb-.b EA "� awWMA arO A.) a ! 3 3 Aft V 19001 140 1 a Im view + REGuars M,W. NStANGE Seem wrmm OF PANEL1/2'AD (� To BE „r LXI ND ++ REaIRPES N- ORTNCE BETWEEN BGT7'OM OF PA1PANEL r A10 K: 3/tr /t M­ Hurricane COMPONENTS FOR REGULAR, LIFE SAFETY h E-Z HANG (SCALE 1/2-1) STORM PANEL SYSTEMS 2.16r--Co.-- (EFPECTNE tWOM) -- A• ------a 1/4• (IMP.) --I { --) I ! I.350•--7 .193' .374P•'--+ 0, -I,730• ' 4 mM .,2a•4• MAY K ft%WMM CIIL OA24• NM. INat 6 b 3 1 W WED. COBS' LysrWCP &%%ON'- 147,• EDGE Nam AM TYP. , Z � Aw � .15' t CREAK b 11rRMIIt M9WEQ, MD 2123' -OCTAL A 9-60 CALIF.4C EDGE A64' L-1.IDD'rl .125 ,xo• O STORY PALL Li 360' oLTALFROM LEFT TO MW W/ I/r LED A CID A LET SIDEa PAID. 2� NHN HEADER (3) NrN TRACK O4 ANGLE WREN STUD "OP COG[ 0.021' W)PANELSDOLAP`\_, 1 _.. vA14 QALMANM SEEL r/ iCErm tDIRE •376' R ta.03' L PANG AF001Y IM 4D7. cow V T..-2.260' •" ISOMETRIC VIEW OETAIL A �r-,,�'� I- OR ROUNDED CORNER • ENDS OF PNEL'S t - iI. Caw Y}79•- END LP w/ HnUM EWE. .12s (N,T,S) 3w 1 BOTTOM MAMU w ' (-- RF�-7 OF PANEL 3.7l0• A72• `0°t• p".) p B• 031WASHER �1�AL © KEY HOLE AT PANEL -- '- •ALE IlWD 6 NR A,MIIpW. 2.ft4' I Air UMrTATM1e F SEAR Lf3MTN a I 09, ® SLEEVE 2 1 f ff (rv►1 W .Ur W00a 1.230' 1 }75' 11�XAJHEMQD! I ' i- -- 2.000-.--%I 2.000• I 3.16r •-.tor I 12S• 2.0DO R a64r--= ,-.1111 , oeaY (IMP•) L , 760 7O REV. NI1N HEADER ® NUN HEAOER O L__I" MR TO r NIL.. ) ® SLEEVE 1N MAIL L to - L Qt J' TRACK @ EM M d�IEH .374' !----3.000•--gilt SaF- fluor ,��R A; (USE ONLY FO il([/l R E-Z HANG STORY PANEL ,�L.' T 6063-TO ALUM. ALLOY I - �„= LBWS• r- -i NUO- .7n- 273• ,.Y--,r'= �'.: VCEN:;T SYSTEM) 7 coo • ') 1__ ` I--,EE Sa1,D,u- 10�_ © TRAGIC ANl4LE ® BlD D-OUT NFN TRAfXC ©R ® (ZANAC 3 ALLAY) ALT ONSE CNCADE ANCHORS A.M>ED{RE ON ( S]IED(KE qj COIDIIk1E i SEE(S 9 THRAMON 10) BLOd1 .GwoCONCRETE 51EE1S 9 itR000H1 10 REOVIREO. , TE"NAtE LEC 9/� REC y x1sTR+a POCKED I `-LB. aNCRETE REI>IE1i� tqN CONCRETE AMC"OM SWErs , O q ram^•--W- / Kt• 1.1 MaRA ,MO H/r T 4• iirl i aEa0e 1N NWN a VAX , 1 I CONCILTE 'NO'MRS--t_ (SCE SC y, • ,: ,/r ac. 1 I TW SEEI S TNROIGH ,0);PANEL , t �• � E�. � U (SIDE ON SHE m GLASL(SEE 1SOME 6N uYN OADI 7'a7 t. �_ (SEE soma N I . u 0Iu0' I SCHEDULE_ 1 ON 9EET 3) � .. 90", --� �� S AM 1 -+- ---.--... ---) PANEL LENCi1N -- 9NEEIr 3 _.._.- __' -. _ ._ Ps,H Y• MaL ae, ray i==-='alr== --- . IBMY eNw rh (SEE SCHEDULE ; ON $NECT 3) EIWpyO,_N 1 _ ; IBYN PANEL LENGTH 1 ON SIW 3) •� I �- i 1 7o 9", +Iy 1 LASS L_ , V NBALSS I SCE SCHEDIAF '(ON SHEEN 3) ; I OF t• ' L I t t• ; 4 MAX. MAX. ' It ri ' _,- i_. ____i L I SOAR OF 1 • t/2 D.C.LI' MAX. 10 ' cowcn TE ANCHORS (SEESCHEDULE CO w L � •a IRA It CC"OWM ANCIDRS Im SCHEDULE ON R D OF WALL OR SLAAS S 9 THRMMt0) ' T. CONOTIOtN) SHEETS 9 THROUGH l9 12 LONG MAXSPACERS 0• aW JM /4 NIISTIIIGPOUED CONCRETE BLOC% EXkTlD PONIED CRCREIE� 1 ALL OEMAND PANEL fONCKR MX7pR3 \\\\ REQUNBD. OR CONCRETE ROCK 'EWI"EI' MAX MONO • ,O --_-, #ACERB 12 1 ON BFEET9 11 TIIMU(iH) 8HE[18 ! ! 10.) MASEfirl SCALE SA-1-SCALE 3/M+' so SMILE 3/A1- ;o . 44167 MT*E 0* * •• �� ' / - ' %� ••• E 01010 x7W0 WL IL E C O NNO. 24 BADE BALVANQED STEEL STdW PANEL F.P. omm •n GLOUL Wx. T PROTECT" PRODUCM LLIC Am MOC- (fw)Ignm F7w RLI'I ON)MR-OW A wA ► A•-"."6q'--fMMiI .r trrr- wLNI A:m �. PL Domm IMIMIW MN am a or to rw rA- gi INSTALLATION DETAILS FOR SERIES 2000 do 1000 E-Z HANG STORM PANEL n /IY U/O JQETIS • 6' a0 W/ l/r MA. TALCUM PO4YMT0N M Doom WON HE»DI, CAM. /tM1' SML • SL DW or ® / MOIA 0 1/7) t M INTO EXISTING WOOD STRUCTURES 1/41 LC SUM • r O.C. W/ COMM WOOD NFAOBI 1 CP,L /N.t- SAS • EA cm or® s , � 1//4Y-!y3/r A M Nor a () , �, .4 WoaD FLAT OR ON EDGE - ,v \ 4Y uC SLTEVr • 6• oe. a/ ,/2' wti 7,IrJIDW FDE7M00N 10 omm wow WAOW 6ppp NE�p�L S ROMREO t I 1r m_ POP MIST N� WMIN Or EVERY Tit J:1 4 (:a4 1M1' SALT i Ew END K / (am WAL 1/" 6 2 9 Ir Tan i T/4•P-1O+3 he. O f/,r Ai NHS /]2 SlOWWON *' m O11S8 �NDi TO CLASS. bWl6 • LL1Drr OARAP LYaW oERUF � 1 � d r � � Y i 11 'r B I/s'h 4• MUT ' 1 4 PLUS W/W M 7 I NOR u NlOR) PEAR } N 12 T O.C. ` 1/4 U6 SCNDA • a' aC, wTOM 9 (2) re •EgMW \ tocc loa "am "o'er'"" «, FIAT PLA t0 PArBIW,E PLUS r FLFI OR OR PDOE (� POE7MYXIN • 12 • MICELINTING 1MOOD MARMIwO11FFD TAT OR ON EDGE ALTERNATIVE 2'•W SCARF 1/4'.1' ALTERNATIVE 1 'YF SCALE 1/4--l- r JnIM 1. INN.WAl10NS ARE ONLY CALM i0R WITH ASA. DESGN LOADS . 10 ase.a -M3 PYI AND PNFJ.Y UNOM UP TO s'-Ir. B I'I 2. FOR NEW WOOD FRA,E OCISttRIXC10M HOOD MINIMUM TO K SOUDFAN B PIE NA. L W/ A'ECIF7C pUNS1A' OF 0.35 OR EQUAL SAW WOOL AS PAtEL CONLLTtO YMCI(a ® aRW AIIEa01(BY, f p/ ROOF /E40ER gi f000 ae 3D00 NNaRWUTMN tYPE ON !IFFY 2S ALOH.wMD SL 70P At 90TIOM AN IRE UMMtt= CC"Wo IN ANY WA TO SINE ANY OWALIAWK SOUL, t/4• . v NOR : SHUTTER T 4.ls NOT SHOWN MR CtertY A rlTt' +^-1 P. 11 P: MAXIMUM PANEL LENGTH L+- OR -L-" (ft.) 0 MACU M NSA. OESION PRESSURE RAID 6,sf.) (+ a -) Como" B w00a MMLATMM t Lb Lr iao Ir 1. Ir-O. tao Ir'-0• re•-e- 312o rl' 9• 70•-R- AL0 rr-Is• ro'-w 4110 10=1' r-4- 4Ea 9=9• or.,. Sao 9•-1• e•-4' SSO S•-r S•-o• a" e•-.t• r-r 6E0 6'-0' Y-4- Tao r-r Ya• no r-r 9'-to0 Sao r-r r-r Sao 71-01 e=9- Sao e•-9• 9•-r RAO s•-9• 'I-o• toga IOSO 6•-r r-R• nao 103.0 119.9 r-r N0.4 Tir Su OF �* •WILY "I"M FC L ECG, (SIEDULE ONLY FOR lEGLB.AR STORY 2/4 RETIE. CONCRETE KOCK & WOOD (t) r MAX ANCHORS (SEE SC EouE ON 1. Na BELTS S. to *11) eBnLE P61EtS CTl @nTOMM AT EACJI 6 O END WITH TBAMM M. m_ D.M..Q. O• 4 DIRECT COUNTED AT EACH � ®'® MAXIMUM PANEL LENGTH or® L+' OR "L-" (ft.) 0 MN1•lUY ASO. PRESSURE RA1RI0 CONCRETE 91 WOW NWALAATOO t a" r4'-1• tY-O' 230 is' -Fr rr r Sao tt'-r ro-r ADO 9'-e' P•-t• 45J) 9=R• r-r Sao 6•-r e•-r ee.0 r-3• r-r Sao r-o• 7•-B• e o r-r r-r MO r-s• 61-11• ISO r :• 9•-e- Sao r-o• r a no 7-0• 6•-0• Sao r-r• 6•-F• Sao 1010.0 ra• s•-r NSA 1'-3• R'-4- Itao I rio - 4•-ro• Ilse 1'-e• MAX, N DA) MNIRAL SEPARATION TO CAW 9c1EDlSE WINO S•Efa 4 170 ,,ph WIND SPEED > 170 -P.h 11NRESIRARIED RESTtRAIIIED UUIIESIRAIED RES,RANED 30 OR LESS ,' 1' 6• 9 1/4- >33 10 90 , , 7 1/2• 7 1/r >90 TO 145 T• t' 7 1,fr 7 1/2- >146 W t' A - 7 ,/r /._\ NA-A:NaAn A,PwnATAnAA [ol ' as®® F D.M.. 3Q. ®or 1/4-0 IN Mt"• r O.C. W/ 1 ,/r An. IMWMW P NETIO N 10 COP M WOOD HEIM 01A' mrtgzw�.C. YY X' ,y- i G DID O (6TE OEO,L 1A24 6 \ { V 41 4Y-2W$�{- YS Y/ 7f6Y•3/3Y C..L Nur Ir o.c ,/{�Y��U,WI�SO7HARREApF•a r O.C. NI WIRE �',iLWMR OF MR PDEtRN1oN LAT ON ON EO 1E ALTERNATIVE 4'W SCALE 1/4•-t' FLORIDA BUILDING CODE h Y•h*cityN13rM,wno Zone 20 CARE GALVANM STEEL STORM PANEL rP. OWN ., PROTECTIOi1 PRODLICTS, LLC R/n/Lnn Not 4Mao iR a, 4'R� w MIOHR: pPH)w Hf s pled pF4)o6F-fN7 20-176 0, 11/4. 3/4. 4/5. S/S At 6/5 W/6. 2111/6, 3W/7 t 4W/7 r MAX 0 '1=1-1-r-T-T-r-I- T (SEE SWIM AS a EA aWENLAP EC /• - - y o - - u - - 1 u r -rol- o - - - - NMI_ r 14A1 1 WIN. 2/4 1/4. 3/4. 4/S, 5 S 6t 6/S I MIL t W/6. 1W/6, 3W% t 4W/7 (9FE scoWnw ON SHEETS a. to REGULAR STORM PANEL Cl) ELEVATION 2.N.T.S. Ile MA,a GAP osv .1 pa W.W�wtE wEO � 'ex. CAP SECTION A -A N.TS. N6TEM (1) L+: M110MY AUOLM U PANEL LOON FOR A CIVEN POSITIVE NIA. OFTEN IAAA L MAX AWU.OMAMIE Ma LHiM FOB A OM INMaK ws.a DOM LEAD. (2) FMCURM To cow"K move" FNIEL IAIORb OMEN A POBRM X&D. OESMN EOM, aLmuK MIIRMN ►NNE LD NM %+• FROM SCEDtRL CLAN A / ADMAN AE ASD. OESSI LOAD. OETE•1UE IlAfaaRY IWNBL WO" 'I-' FROM SC" 1. FWNL MAIMM AUaN1AE PMIEt IEIININ a EOt1AL TO TIE MINIMUM MTDWM PANEL LDD1t1 BETWEEN l+' AID IL-1. (3) SEE SCHEDULE RIA Y FOR 1101. PANEL UNNH FOR PO WN QLMLR'O NN, 0BUUALMS INTO WOOD ARE UNITED TO f 95 Pal. MAX ASA OMM ]PRESSURE RAI" 9. 10 t It FOR WX. ASA. OEM WADS E VAX PANEL LD&IM FOR $: f�O'nF • -'FY S'•' . 44167 I; * ATE *_ 'L� ORIOA ; :.TNT /�JO"9L> +�`_ / NnIE/6A/E O00'0 7t1BC0 "` IL EC011le. 24 BADE GALVAMSD STM STORY PANEL �; N OLOM►+ • Ll8 VDWICL R. 3331'4aT maw io N)•06-1bw OY pNMM•MA p9M�' ,u tY. L V ar ,CLAW bwltla A AIAN wr:PN m-Hr.A..Pnrn-Ar WIWWO5 Aw CA-NM4y�s wIf.1Ar PIS. •� ,aWR 3 O » INSTALLATION DETAILS FOR REGULAR PANEL (1 INTO WOOD STRUCTURES 1000E ANCHORS ON SEE SCHEDULL %1 , arf ON SSEPARATION`H „saNE)CAE '_.. Z`�J u _ ,I7 .% ray l' AMA. AR LOOM r wDDo ""UL`JyWOOD AJNCHM i SCHEDULE REQUIRED V ON ` 1 i011 - (� „g,,0 SPACER 41111111111 k or 7 / I WOOD HEACIQL ED- I ----- I ED - 1 1i f j tI i !tI' MAIL LONG ALUMINUM SPACERS O 12 1/2- S` OO.C. (SEE TARE /I ON SOE.T I,,) MR.., 1 - 1 , k t { I SEE NOTE •' eapl FOR LIMITATIONS FOR ; 'L` "AI• 1 ' i SS, I LONG 3(EEIE3. EI TO CLASS. PANEL I,ENG,H !-(SEE SCHEDULE 1 PANEL LDWN 1 I I T T } (SEE SCKIXAUE 1. _-PANE. malt FtLNF M 0R PANEL MALE r ON SHEET 3) I ON MEET S) 1 - .... -_- ( I i PUS (SEE SCHEDULE ON BEET II) eH'0L7l9.rMAF" I 19P. I I-- . 1 ICI PNa pp�p�D r SEPARATION 1 4H , J 1 ,eoN rK ray (2AS5"'-7,(SEE SCHTO EDULE 1 PLATE REGURM Gl/lSs J. 1 I ORR SHEET 3)DIRECT MOUNT W1 SWER IM HE i SCALE 3/6.'1- E O 12 1,2' O.G SEE TABLE //, ON SKEET I, FOR MAX. PANEL LENGTHS t MAX, A.§.D DESIGN LOADS FOR THIS INSTALLATION. OF- ; ED _ 1 I � 1 2 -- I i i 1 I 1 I .f, WOOD ANCHORS )I svoccuum W/ SYM ( -----(--J 1 ULE WAM IA wY t I td Lazo r, ^ IA Sow 11) (1) NWOUMW r UBMW 10 AA OW Skin *W ME9 MR Hr-O' #aa� F101 NIY I I' 2%4• WODOL�J ` 91B9MM NBOIRR EAIIWIR�T EIa0MW1O1RYp1 IT PLATE S 1 wow ANCHNORS I• KL S©WMmINN TO OLM DA MOm j � 1 w/ STD /K ,IFA 3 rY K RmlCm m 1 r A ' ' ..).S' lKTE rfiamm O7 AIMIIa• 9oa• "AMORFaMOR M PW4 NWE MIME r a NNLL MO[ PttlM !UAL 9[ SFlMm MWMY A 6 t/r aG ON Ialr N M IOIUOIRM All[ OO,HP,81 WIN fRIaL',MM FROM » 1/r " ww" MI LOM a ., MEEi 11) �FLELA pi R Ron r +RILL -M IWII. 0) WILL N OAK Mi6 LMMTN L IN= 10 W A M MOM W wmw a m MILL umm • i A war 11 FROM LMM PN4 LDWM M AM N WALL YOU L�AAFyy ��y6LT�Ia66YA!! ,:. (+) , 1/r AAKr wWf81 CMVMW /M OML K A6 NOMMM ON WALL ypRlARiYiY OO zoo, PW4 RNRTPRUA010N r par ALTERNATIVE 1 W rA 'N DaMO• WIKM NMIE WNL SCAT 3/e-,' MILD L Le6aJARN OF 1 1 lair IUMOBI M RI atr a oowm or AM SCALE 3/M1' (4) Yo N CA"NO m lm M STIR (70 to" O nonA a APIItLN1YW'EIW 2•"IWOW,'"/ !! YRM-OR. • bQ'jjt$; ,l!:''�VCEN ••.; FLORIDA WILDING CODE Non High VoWltyMwTioan9 Zan*) NOTE FOR coIB�41LnDN sEL•t1wNs: 1. INSTALLATION HUE ONLY VALID FOR MAX. ALS,D. e m ILXM IRA. F.P. No• 44167 1 24 OA6E SALVANQED STEEL STORM PANEL DESIGN PRESSURE ITATIiC (PLR.() AND PANEL LENGTHS NMMR W. TOP t BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR Itq' * : * R COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) y: �i� IL ECO IE9t. P�� P�►S. Etc• INSTALLATION. O ••'!ORIO Nam as. at smw 2. FOR NEW WOOD FRAME CONSTRUCTION: MOOD Li'to AAW ATV tA, AAtA,Y tAMi w CWR. R. 3=u S••••••••• AA,-:PRp,-NM.h.:Rrle-_ MADE:""N=R7N6FA* paQHoa»t 20-175 MENDERS TO BE SOUTHERN PINE No 2, Wj SPECIFIC/ DENSITY OF 0.55 OR EQUAL. p N oRAWar,HA a-asa7n WIM3{II A TACT Ju, ►�. 91IH7 4 R » 60a (C) m FIRstINe 1I000 INK SPECIFIC GRAITY. G . a.Ss Mll,y 1STORK PANELMIDWN ON. TK PRCOIACT EW9.lM7,ON 000U (PLED.) HAS BEEN VLWIED FOR O MKMtM INACCORDANCE - 1/4•P TAWON ANCHORS. AS MANUFACTURED BY I.T.W. INAlDEX. INC NIII THE 2020 (7M, EDITION) OF THE FLORIDA RODW COOL THIS STORY PANEL SHALL. NOT K NSTALLED AT HIGH - /t4-10 AUAMJMTE FEYN.E M AND PMaWOE PM ANCHORS. AS MANUFACTURED BY CLOD CONSTRUCTION PRODUCTS. VELOCITY "U'RoWtllE ZOtE9 (CLAY-OADE / BROMM/ID COUtIlES - 1J4Y TAG SCREWS PER N.D.S. DESIGN WINO LOADS AHALI BE E9EIERMIFIED AS PER SECTION 1 OF THE ABOVE lQ4HONEp CODC. FOR A BASIC wMiD - 7/16.6 . SJD• WOOD W"C. AS DISTRIBUTED BY Nl. POINT SCREW. BOLT 6: SPECIALTY 00. �.SPEED AS REOURM BY Tit "GD=M WHERE STORM PANEL WILL BE INSt"ED. AND FOR A WECI10NALITY FACTOR KD-0.65. (SING ASIDE 7-16 AND SKALL NO EXCEED THE YAOYUY (NSA,) DOM PRCMW RATINGS DIOKATEO ON SHEETS CA) 1 MUM rMMADW PENi7RET10N Nro WOOD OF TAPCON ANCHORS SMALL BE 1 1/2' AND r FOR ELCO RWELMUE PLUS 3. 9 11,01 12 At 17, 1B AND PAELMYE FEMALE 0. N OHM TO VOW THE ABOVE CONDITION. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-16 SHWL BE FIRST REDUCED TO AS.O. DESIGN PRESSURE MW4 BY WUIPLTAIG THEM BY O.6 IN ORDER TOCOMPARE THESE w/ MAIL(AAS.D.) C.2) WO" THREADEDPENETRATION OF LAG SCRIM.HE OM) TWOOD FRAME UNIT BALL BE 1 1 NO THREADED DEAD/ PRESSURE R470M WICMED ON SHEETS 3. 9 THRN 12 r 17. 16. PENE,RATION 114TO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRM THREADED POWEIRAGION. N ORDER TO VERIFY THAT A 0MRS ON INS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE IN ALLOW ABLE SWISS FOR HIND LORAN WAS YBE USED IN TWIR ANALYSIS, FASTENERS SVCW TO WOOD HAS WWI DEIMO" N C.3) MINIMUM EDGE DISTANCE OF LAC SCRIMS, INTO WOOD SAIL K AS IDNA7M N THIS DRANNG ACCORDANCE WITH RA.S. 2016. '. STORM PANEL'S ADEQUACY FOR IMPACT AND IUD RESISTANCE HAS BEEN VERSED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) WMW PDEIRATYON OF WOW WMRG 94ALL RE 5/6'. 1/4• 0-20 SCREWS USED SHALL K1 1/2- Low MINIMUMTHE ABOVE LEJRIONM COOS AS PER AAERICAN TEST W OF SOUTH FLORMA REPORTS /OB14A7-01 AND j0219A2-00, AS SHOULD STUCCO EXIST, AND ,' MUMIIM FOR WALLS WITH NO STUCCO, PER SSID 12-99 t AWN E 330-02 STMDAROS. AND AIERICAN TESTING IAA SOUTH FLORIDA REPORT 01123-01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFOR ED IN ACCORDANCE W/ SECTION IW OF THE CIS) IN CASE THAT PRECAST STONE• Olt RECAST CONCRETE PANELS.STUCCO OR WOOD BOMOSTING S BE FOUND ON THE RU WALL ANCHORS SHALL eF LONG ENOUGH TO REACH HE MAIN SIRUCTURE BEHIND SUCH PANELS. FLOR" 9LW oom LODE. 40400M SHALL BE AS MENTIONED IN C.I), a2) 6 as) 2. ALL ALUMINUM WWUSMN5 TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTWRIWSE NOTED). SEE SUET 2 (0) ANCHORS 94ALL K NSTALIID FOLLOWING ALL. OF THE REMMMU4DM1TWFS AND SPECIFICATIONS OF THE ANCHOR'S MAMWACn1RM 3, ALL ALUMMIUM SHEET METAL USED AT CLOSURES STALL HAVE 3105-0114 ALLOY. 6. PANELS WY ALSO BE INSTALLED t*RMONTALLY FOLLOWING NSTALIAT 4 DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL SEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL 0101I11 STEEL. ASTM A-GW GRADE 60 MRAAAH, C-00 GALVANIZED THROUGH 5) DCEPT THAT HEADERS® t(4 SHALL NOT K I=. STEEL OESIGHMTMN W/FY- $2.2 MAA (AFTER ROLLED). 9, T SHALL BE THE RESPONSSI Y OF THE CONIWGtOR TO VDIFY THE SOUNDNESS OF THE STRUCTURE WHORE SHUTTER IS BE S. ALL SCREWS TO RE STAINLESS STEEL 304 OR 316 AA SE1tE- OR CORRt0" RESISTANT COAXED CARBON STEEL AS PER ON ATTACHED TO MARE PROPER ANCHORAGE. IM SHUTTER SHALL ONLY RE ATTACHED TO CONCRETE• NACC OR WOOD FRANE OULCOOM 30016 W/ SO MIA YIELD STIIENCTN AND 90 INi TENSILE STRENGTH NO 9MLL COMPLY W/ FLORIDA BUWDW CODE SECTION 2411.13.4. 10, EACH REMALM SMAM PANEL WIN LENGTHS OAER 90', AS FER SMMONS 1, 2. 4, S, 6 AND KTENMTIVES IW. 3111 • M ON 6. BOLTS TO KASrM A-307 GALVANIZED STEEL. OR A19 304 SERIES STAINLESS SUM., WITH 36 MM WMM YIELD STRENGTH. SHEETS LEGIBLE AND READILY VISIBLE AdAWM *STRUCrdc NE WA. OWNER OR TECANi TO SECURE PAELS WITH APPLICABLE RENFORCOffNTADWNM PDNGVS OF HURRICANE 7. ANCHORS TO WALL BALL BE AS FOLLOWS: 11, THE INSTALLATION CONTRACTOR IS TO SFAL/CAULH ALL SHIER COMPONENT EDGM WHICH WMAII IN CONTINUOUS CONTACT WITH THE EDNO TO Prow WM/RAN DHRUSON. 6, (A) m IICSTuc pDL,,,m fig; - 1/4Y TARCOl1 AFIpMRS AS MANUFACIWEO by I.T.W. SULDEX. INC. (Kin. rc-3192 PPJ) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS NWATED N THIS DRWM PLUS ANY BUILDING NO ZONING REGULATIONS - 1/4' I . 7/0• CALK-N ANCHORS. AS MANUFACTURED BY DEWAT NC PROVIDED BY THE JURISOICTKIN WHERE VOW IS APPLIED TC. - ( SOLD -SET 3/4' S-SET ANCHIRS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT ! SPECIALTY CO. (ARMW. re-3000 "J.) 11 (a) THIS PRODUCT EIMLUArION DOCUMEM (P.E.O.) PREPARED BY IRS DMWXl IS (IEHEMC AIM DOES UM PROVIDE W M r*t - /1h/0 PAIEll11ANE FEMALE 0 t PNCELARE PILLS NC,IORS, AS YANJFAC1tRID W ELLO CONSTRUCTION PRODlGiS. FOR A SITE SPECIFIC PRICI Ls WHERE THE SITE CONCURS DEVIATE FROM THE P.E.D. - 1/4'• 7AIMAC IV" ANCHORS. AS M4NRlFAL'TURED BY DEMALT. W- (b) CONTRACTOR TO 9E RMPONSMLE FOR THE SELECTIOFI. KODOSE AID INSTALLATION IrNCUlOIC LIFE SALTY OF THIS PRODUCT AI) MINNUM EMIlEDMIM OF TN'CON MC HM INTO POURED CONCRETE SHALL BE 1 3/4•: 2- FOR ELCO PMUA46TE NO BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT WMATE FROM THE COrN0IT1ONS DETAILED ON THIS WRAC . Cp6TRUCTMN SAFETY AT SITE S THE OONTRACTOR$ RLSPomsmm. 1 3/4. FOR ZAYAC NAVLN AW"ORS. (c) THIS PRODUCT EVALUATION DOMAA09 WILL K CONSIDERED W" F MODIFIED. A21CAIH-IN At SOMA -SET ANCHORS SILL BE EMBRACED 7/0' INIO THE POURED CONCRETE. ND EMBEDMENT INTO STUCCO OWL BE PERMITTED, 1/4. 4-20 SCREWS USED SALL K. 1 1/2- LONG MINIMUM SHOULD MM EXIST. (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RE4SPERED DOWER OR ARCHITECT WHICH WILL BECOME THE AND I• WaikKIM FOR WALLS WITH NO SnXCO. AND MAY BE HEADED SCRM OR ALL THROADED WREINS W/O HEM, D NEM OF RECORD (E.O.R.) FOR THE PROJECT AND 4440 WILL K Rewcoodws: FOR THE BUT WITH wW NUTS. PROPER USE OF THE P.ED. EFGNEER OF RECORD. AOTrC AS A OELOWED ENGINEER TOTHE PLED- EN:NEM SMALL SUBMIT TO INS UTTER THE STE SPEC= DRAWw4m FOR IEVEIP- A}) N CASE THAT PRECAST STONE. PRECAST CONCRETE PAIEIS. PAYERS. STUDOO OR WOOD DOW= K FOOD ON THE EXISTING WALL OR FLOON. ANCHORS 91ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHWVO SUCH PANELS. (4) THIS P.ED NULL BEAR THE DATE AND WJM& SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHOMI E SHALL BE AS MENTIONED N At) AND IN A2). ENGINEER OF RECORD THAT PREPARED T. (B) m E1Ws1II4c Colool t' -- , A URO ID- 14. SHVITER MNLI'AICnAMS L$BM SHALL K LOCATED ON A READILY VISIBLE LOCATION AT STORY - 1/4• • TAnON ANCHORS AS MNUFACTRED BY L T. W. MADEX. INC. PANEL SHUTTER N ALCORCMWZ WITH SECTION 1709.2.2 OF rLORMA MLDM CODE. ONE LABEL 94ALL K PLACED FOR EVERY OPEIMNG. LABELING TO C01iLY' ANTI/ SECTION 1709.9.] OF THE - 1/4. 4 . 7/r CALK-M ANCHORS, AS MAAIFACRRED BY DEWALT, INC. FLOFLORIDASURD146 CODE. - ,/4'P X 3/4- SOLD -SET ANCHORS: AS DISTRIBUTED BY ALL PINT SCREN. BOLT • SPECIALTY CO. - /14-10 PAHELMATE FEMALE 0 AID PANECMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION IN - 1/4• a 2AMMC NNLAH ANCIDas, AS MANUFACTIM BY DEWALT. INC �/�� ��•{�..: ••�CE1V l ••'✓� BA) MINIMUM DOMENT OF TAPCON ANCHORS. ELCO PAWLYATES AND ZA" MAIN ANCHOR, WtO THE FLORIDA BUILDING CODE Men Lx Y61t RurMcone Zone) BLOCK UNIT BALL BE 1 1/4• t�MV B,2) CAK-W t SCLD-SET ANCORS SHALL BE EMBEDDED 7/6' INTO THE CONCRETE NECK UNIT. NO tJ644 24 GAGE GALVANIZED STEEL STORY PANEL �•M. STUCCO SMALL BE PERMITTED. 1/4• 0-20 SCREWS USED $HALL BE 1 1/2• LONG WM M SHOULD EXIST. * Rio NO I' NFw"AH FOR WALLS WITH NO SYLOOD, STATE �•'• IL E C O 191EGLOBAL PROTECTM)fl PRODUCTS. TLC. �/ @.3) w CASE THAT PRECAST STOE. OR PRECA5f CO/dtEIE PANELS. STUCCO OR WOCO BMROs eE `pRl EXISIRD WWLL. ANCHORS SHALL BE LONG DO" m REACT THE ARAM STRUCTURE BEHIND SUCH •...... yf . YW u. CIA wRD /% - -" RW ,w. W. r PW,P R R CIDe zo-t7s G�W1` A... peq�-nAF -uw FIMNO ON)M -7 % IM pN)5lB4PV ASS ANCHORAGE SMEN HILL BE AS IOIN ILI) AND IN a2). /ONAL t> G-060q,. M"' r� NMIt PL tW161 A AUK i- FL PH.HN 71fOh H CIF A INSTALLATION INTO POURED COPCFIM no DETAILS FOR REGULAR PANEL CONCRETE OR C�OpSNCRETE BLOCK '-on CONCRETE in STRUCTURES CONCRETE ANC REOum. i// REoum. CONCRETE ANCH 15 7 MR SHEETS ( ! IHEDULE o) rI 9HEEs O TINOuc"� ,o) FSSMHO POURED ONBLo(a�c CCONCRM ON CBOT CONCRETE ANCHORS (SEE SCHOW ON&S). SHTETS 9 THROUGH ,t/4Y-3NY' IC2 .. B 6L0lI/P- L P L _= E __ . ' TDP"w`IX/SS I DE M m I HORN am r'-sy •L• Nr ro� 4 (SEE SCHEDULE 1 LeMN CALL R4O f OL'41- ON SHEET .._.{. .__ _.__...._ _ i PANEL LENOM r ; ON THEM i j (SEE SCHEDULE 1 9,FET 3)3) o I I ��, 'L• Mr A'MA. SEPARATION ` PANEL LENGTH L LE GTH SCtLDI� coNCmw ANCHORS _ _ _ ,.__-, .. _ - �_-.. -Yh-- _-._1 ) O- _-_. 1__ -4 551 (SCE SCHEDULE1 (E SCHIMLLE 3)]) SHIP (SEE SCHEDULE ON SHEETS R TIRMUON , 1 I CH So- A SOB or 1 i MAX. I SOX m°A�es'+ 1 E0. 1 4Y-"-HfA SOYA I OF t • a th oc ! MAX / I I , I . ' EAAp (As APRNua�i ' I j 1iRm "X"X @`larf w ,/r-Id,• 9s Yt y OR COWGIER BLOOC L CXXORLTE ANCHORS , 'v 1 (SCE SCNEIM+EE ON y /P --to-r-EO-- L- • ,: I/7• of _j SHEETS ! TH110t10H 10) / I � r LEA LOCATION -it• WNL �-� w/(9 ONLY MIDI SOLID VIA CAIK-N ARE USED B WPOURED CONCRETE LOCO -_Olt KTERRATE CONGR[T L ;-�tl5T91G POURED CONCRETE ANCHORS IEOUIREO. CONCRETE PANVMM�wI1DN o icmm BLOCK AM USED. REQUM. OMk CNCIIflE BLOCK (SCE scoucAl ON g MM (SEE Sawcuut 0A VMS 2 TROUGH 10) vows 9 THROUGH 10) STANCE 3/6 SCALE 3/6-r- SCALE 3,M,' kAN 3R �RCEN/ FLORIDA WILDING CODE Ken h Velocity Hu no Zone) 44167 am A»Ia INC 24 BABE BALVARM SEED. STORM PANEL olNo W. E.D. •EDGE DISTANCE NOTE FOR COMBINATIONOF SECTIONS: * * * : OLOUL PRODUCTS,, LTC. IL E C O HMO. PRO7ECTION 07/nGW 6Y (SEE SCHEDLU ON TOP a eoTroM IAOUMTINGS CAN STATE • 1 sfmu DOE. 0. 1»H SHEETS 9 a 10) COMBINED IN ANYWAY TO SUIT ANY F .•• `. /� aI?s7 r AR. M►N. w a «IIa , rW ,.., : wR YA-wFH ROM "")mI ww NNC pN)R!-RCA 2O-173 INSTIWJATDN. /O ••••• A.,MP�� aL-6I667» .W.Miftobii liiiiik Vietnam, IatNME/OIR rAYw w r P TITHE s Nr » INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD ALTERNATE BEAM RE0A18.5T.W. LED AD AC BEFCE WOOD ARCHIW PS SHCOUtTER r{EED AN04M ALTERNATE WOOD I( ; i i , 1• YM ,•- „41T' NK MYNA HMa SEE SCHEDULE ON (SEE ICIEOUE ON i(w WNa0F 1p Sap at MEET 11) SIFET „) \ Imo• i att0, r.s. W/,N 1/4' MAX ppOpSSfiMIINDD��)�1 `__'�-1 REotIREO 1 t 4Y-1i,• GLASS�I t:J' j I W •JrM6 j 1 I I !FF lGEDUIIE CN 2' 1 lFLET „) /INe. GLAMon. SCHEDULE GLASS. i ONSHEET3) I1�__.... .. !M10.191 M SREDLLE ON SENT 3)... "E"li F- ,_ i�="�= _` atw'W' �•J ! T w• 1• MAX �� SEEM LENGTH I EL abE M WHa (SEE 9CEdRF 1 I �SCEDDULE �,efT�; 1 iiYln aB1 Y�9 ON SHEET 3) ON SHED 3) S `0fL r 6600WW f 1 1 OF t• i I 1 LUX.or • T M;a I _ _ . 12 ,/2• D.C. T j NO F�U ; j - I J2• , V4'r7ar,' I( -�' ,EARS .oL» r - -- 1----1 I 1 YAI/Y` f HH• Da I� ECX REOURED 2•`4• WOOD T 1 1 `� mcpats WOOD ANCHORS I � 7E0111ED I 1 l i1 �` SEE SCHEDULE OR M(SEEEET „SCHEDULE OM- 3/4• i i MEET 11) -yA, I� "I ILSa� A� BUILD -OUT MOUNTING SCALE 3/e-1• ALTERNATIVE 4W SCALE 3/11' tER A;•:`�T U� �tr�c'•:'gip No.44187 ° FLORIDA WILD,NB CODE Hal W/o0 NMFrLaano Zone DOTE FOR COMBINATION DF SECTIONS: >< * 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. FA TOP t BOTTOM MOLN11" CAN BE DESIGN PRESSURE RATING(D.R.0 AND PANEL LENGTHS STATE OF am/ A1sa fe 24 BABE IIALVANM STEEL STORY PANEL aIr R COMBINED IN AM WAY TO SCAT ANY AS PER SCHEDULES ON SHEET 3 �•' :'� INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTERN PINE No 2. VI/ SPECM IL E C O INe.GLIMIL PROTECTION PRODUCTS. TLC• DENSITY OF 0.55 OR EDU LL. i4 Z, AM LL 51 sRMBT AN1,N"HH aR. Nw }.,r Wttr WAIIW. w aMA •ALIT. rL ... 20-175 nOC mox!7at1. am p W)@*-m R 0-1 MN OrAW ►LL SDW/NNWME/aw A L• rt MHQ1 7 OF N -I--A a) i � -0 _ cu > O N U CD16 N Q 0 O (Q -p N CL � CID O VJ 0^` C O O W O E U- .w O L CLL � cu -0 rI^ c / Q 0 CV( 1. ,j Q 6 _ C U FiI - ` r = U 4) c 0 Q CL V o 0� a � U v > W cn W IF _CD O CL 0- 0 0 ■ 'W V ! cu Lu Q Z Z Q J a SHEET NO. SH 1,3� , _,.�..�.....-.�.-�.w�,we.m.".�m w•rta.��P-�"'a9•„-r��.. nimerr.,. �..,,.. , ,.,,. 1 1 1 7' 1 •NR1ltP• �RI �rinlPlf'I�1'-r-'Ir'�l'�^rrsZ�.,..�r1 "11.7•r ta_TI)'If�l}�� .�q�'R,�rl�r _ r..r73^�I ...1.� _r' .-.,... . Pr„ , END CLOSURES DETAILS FOR INUALLMION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES, VALID FOR REGULAR, LIFE SAFETY A E—Z HANG STO M PANEL (D SYSTEMS 1 OR CWCNM :� 6 f1 on 3' . r 4 A107• ito N-14 & NMUMD 6061-16 AWN WW1. AYa4 Y! MOLE 9OH, 1 r--211LRL�' TAvmM • 12 oc. / 7�6/ 244 tM00�_, �ftw-ow if RACE ; 1�.._ �p1AlM 1/M4*0 .: i4 2 F1tl11M E b' `^`V1 MC/ �\ 4•1.cur wuTCN4vE LTm Laa6M IMM r•AfK mYr 4 r ..Car''t' r iW. ENAY M6iE ONMrAGO. Ll >A<L CLRI 3LM Ia4 &NETa NFTK AIW.. IFM PwE• os-si>1 L.... 2• 606J-If AIJAY . CON. All" ANGLE 1ba, I 1/4 Do- cAP • 1/4' ftt' 4 4 .07•Y T6 Alta arc. C t Ak- mw /O CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1- SCALE 1/4-1• SCALE 1/4'•1• SCALE 1/4•-1- - J L flAO ANai1 CAI E-411 1 f666E POURED ,� .� ORcomo0«ROR1E00a " €-10P, aQT W W �RYIEI/60E (g� 1 I OR 21N 6Dao 9b6s w OPOMD sC+sNRP p/ 911EEA , ( PA1JO. Iwe 61.FRA W11tlF$.4 & f1NA1RE IR3UREb A6 APPLXMW 10 « 11) OVEAIM aEY0f0 x LAN. NEWJ AD WG'ONG RW+I) RE6tNMD ORrSr t sID1MWD 1 3/4' AtNP 1 1 1 ®©°R® 1 !Ja a PN{Al wFMO +aua TO j : 1 WLL PEROT 00 AD ►NIW x - LO. DISTANCE '1����.� 1 1•,••/ Ley � 1 ---' - IMJ CASE G (PWOW LAN) r4tM NNM.R �14' 1�<��!t:.. ,�C/l BCl1tE ,/4•.,• �A 0. `�`.,•°'ytGEN VALO FOR DOW MOUNT INSTALLATION ONLY « '• ` • CERTIFIED PANEL INSTALLATION AT WALLS W/ NO.44167 SUWACE LEVEL VARIATIONS On" 3/4' * * ; ♦ FLORIDA BUILDING CODE Hatt Wftgh VWW1Iw"fffty Mftu no ZWO CASE E (PLAN) CASE F (PLAN) /'• «� %am DR. 24 GAGE GALVA W STEEL STORM PANEL. F.K iMYM it: SCALE 1/4•-1- SCALE 1/4'-1' g A �flOR10�'; •`��•� ---� �C PROTECTION PRODUCM LLC. °fi LNG. Oft Is Htlb,/„ /�aA^af7 �a19E. rtElml�a 1 20-175 F am ehMN Peps, twNNO-taa an: LPF/)M-9M7 A1NM w PL aF.AWRMJaaaA-Bws M A L NM7 6 w 16 rim MAXIMUM A.S.A. DESIGN PRESSURE RATING (p,RFf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANEL 6) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1QINSTA"T(ONS AS PER ALTERNATIVES I TR(U 4W. ON SHEETS 6 & 7) MAX D. PRESSURE RATING MAINIM ANCHORS SPAM IN EA. - AS SHOWN ON SHEETS 6 « 7 APPUCANUE To t ANY OF THKM PANELDESIGN H+ OL) TAPCO1 LAISCREW FEMALE EMNE 0 PANPLUS 13• Ir Ir tr 11. 1r Ir Is, 13' T9(em,OM) 6 1/2' 6 i/Y 6 Ile 6 Ile 6 ,IY 2W (Tom 61/4- 121/2- 01/4` PW 1aOTT:h 5'-0• r r r r - (WP) Lffi B• S• r s• - ]9 (96TolQ 13" Ir Ir 1r Ir (P6P) 44 .-4S Olt LEA jr 1r Ir Ir tr f3` 1]- i3" 13• IT 13" Ir lr tr r 11 Mort) a 1/2- 6 l/Y 5 lIr a I/Y a 1/2• (RIP) 6 Ile 12 1/2• B D,4 7O 14'-4' ♦ 1/2• t' a I/Y 6 1/2• (,6P) 4 Il2' 4 SJ2• r r 36 (aDTPOY) T2' 1' (TOP) ,r tr i3' I- 61/Y • SEE TAME jt FOR MAX. A.S.D. DESIGN LOADS k MAX PANEL LENGTHS WHEN SPACER 0IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAIL A.S.D. DESINI RATING MUNRRA ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 « 7 ICABLE TO iz MAR6nM PANEL TAFCON HAG SCREW iE � PLUS WOOD wpmkLfNY6TH1 fY tr ,S• tr tr if mm Ir ,r Ir Ir r Iw (9OROM) 6 1/2" 6 lIr 6 fIY 6 1/2• 6 I/r IN (16P7 5•-0- - - 6 1/4' 12 1/Y 6 t/4' (BOLT.') OR 7 I/Y r r r - 310 MOTION) 13• 13' 1r Ir t3` (mp) +45, -43 TO +7% 73 tr tr I]• it Ir caoroo I]• ,r 13• /r 10• i1 ,r lr it Ir 6 1/4 IS Omar Y) e 11r a 1/r 6 lIr 6 11r 6 lIr (O% 6 1/4- 12 t/2• a Ile (EDIT.•) TO r-S• 4 T/Y Y 7 lIY 7 1/2- (O19 Ir lr 13' Ir S 1/r lm� 1r Ir tY tr Irto • SEE TALE 111 FOR MAX. AS.O. OFSON LOADS at MAX. PANEL. LENGT IS "*X SPACER 0 15 USED. COVIESPONOW ONLY TO ALTERNATE 2W ON SHEET 6 7lBLE.ti a A S O DESTINE L1Y1D L MOTION 40 PSF OR LESS B.-a" > 40 PSF TO 50 PSF 5'-2- ), 50 PSF TO 60 PSF 5•-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATEEPA41E 10 OR PANEL MATE PLUS ANCHORS s W/ "'..Lt '�44I/r O.C. 1/AA4C4"NNORT C,C, '1 INSTALLATION DETAILS INTO POURED CONCRETE OR FOR LIFE SAFETY PANEL n CONCRETE BLOCK STRUCTURES 1/4-* /upcom POUND) ANCCONCRETE oll 0 O.C: OR REOLMRO. `.. CONCRETE tES"E. Eon I La• N s 1 7 1 i i f 1 i I e i t 4Y-1P1• a W GLASS. Y 1 BIMOFt fI � �i.j 9 _ i I-J' __. ..... 1 �• Mm�. 1 FORM LENGTH 1 �_ _ �._ i PANEL__.... i t' MAX. . EE F3 I Ism t•WL e I � 1 e 4 I ON SHeU 12) IT TKO LASS.IT 1 i 1 LAFOUR ; ED.• t• i OR commm Sat GLOf3C' 1 ' M w ae ; aOpy f R / 4N) p_ I MEM, JI 0 yEA NEL WALL Y�1INTiNGS scuE 3/a-,` ��iE1V4c'j� fLORIOA 6URDWO CODE Non h V IIMRICOTo ZOM * * : * mom t uea Bc 24 "a OALYANIZED STEEL am PANEL F.F. py R� �•t4� LORIO '�'-i Cr 0 now 6n PROTECTION/w/SM I I.I.C.�• am toT1Ai �� % I'6{J 1161E CND. Ra 4L A: r Mw N n. 4eC N M�ie7�P BAIL FL 33314 20-175 I... , AMA �� m-1BN now Ds4)Eo-7BM. PANG 0M4)Eo'6lw ►E 9a1L/lpWIYdR/wsL �VL/M1 w 71LLR1g, Pt OWAN MO • fMi a w w t4L ItNt9T9 16 ! is t11R AIO1t01N TYPE k wNONO NOR sMaL1,OtBM NO UOOO tMaM NM99106 M16RM ANpIOI+ 11PMC!'A06 (VALLD c*Ly FOR PANEL QINSTALLATIONS AS PER SECTIONS 1 THR) 6, ON SHEETS 4 « 5) 16AX. A.SA. DESIGN PREmtlAE ARTM IROMM ARCHON SPACING FOR MN EO. PER SOHMAX BELOW APPt1fliBtt VAM" FmiL LL'N61N ) MAIL ASA DESIGN P L0.{,,.) 1111,10104,111 ANCHORS SPW Na FOR MIN L0. Put St2RDLAE BELOW APPLICABLE SECTIONI HUX6AA PANEL tENCM ) lA1RONi SOLID-aEf FEMALE 0P LY61O-MMIW CALF(-N k TAP'COR SSA -SET fog" a pL ?DAMN. -MAIM dllt-al k. m DER mk m' IQ coos= m m 11E 111N mm &R m M m. OF TNHf +46,- OR 4! LESS 1r it ,r fr Tr /r it tr is, it tr ,r 1 W_rIr OII LE9s ro-"7S +66, -Nq 13• 1r ,r ,r lr ,r Ir Ir ,r it 1 ,/2 / w-r OR LESS Ir Ir it tr 1r it +r Ir Ir tr Ir 13" 1 (BOTTOM),3•13• lr tr tr it 1r Ir it tr tr tr 2 (TOP) 13• la- lY Tr r1r ,r lr la- Ir 1x Tr 1 1 2 (LOP) it N' LY it Tr it tr it iS• tr lr 2 t+eMR6M) ,r 1Y Ir )r r 1r lr I r 1J• U• tt IItr deorlNq tr' tr Ir tr Ir tr lr Ir tr it 1r 1r 3 (70P) tr tr tr Ir Ir Ir ,r tY Ir 1t I/23(I M - - I 2 Y12. a 1/{' 6 1/4' 2 ,/2 14 , - - 6 7/4 9 1/4 3 (10TIGL) - - 2 t t 1 2 n 61.4' / 24 /2 12t /2 - - 9/4.6t4312 / / {80T,0N) a' r a' r r r r g a• r a• 7 1/2. 4 (TW) e• 6 ,/2• r r r 6 1/Y 6" '7 7/2' r r r S• 4 fR)% e' - r - r - Ir - e• - r - oorme r - a• - r - e - r - r - Ir it Ir tr Is' Ir Ir Ir it it it it (Ton 13• Ir 1r Ir it Ir 1r /r 1r ,r it ,t , (UP) Ir 1r Ir it it tr 1r Ir tr tr lr Ir fmono) it it Tr it tr 13' IF tr Ir IF Ir t 1/2 S 001110N) tr Ir Ir it 1r it tY +r tr Ir tr Ir (WP). Ir ,r 1r tr Ir ,r tr tr 1Y Ir ,r 11 a _ - 6 1/4 6 Ile 6 1/4 6 1/4' - - - - 6 1 4 6 1/4- P. _ - 6 t 4 6 1 4• 6 1/ 4• 6 1 a• - - - - ! +.+" C- .» tr 6' ,r 10 1 fr 7• tr : r 7112 $1 it 4 1 1 ID i+'4 it r it IF it a 1 ,Y s 1/2 9 i 6 1 IrS I 1 v_r S-6• m7" tr 71 Ir Ir 1r 9 1/2 tr 9 1/2 101/2 7 1/2 in, r t (mw tr 7 1/r Ir 13" Ir to, Ir to' it" r 6 'Ir 1 (60TWM) 1r n' 13' IO U IF T IF r 7 1/2 s 1/S it 4 t/2' (TOP) tr a' Ir tr lr a 1/r lr IT i/2. 9 i/2. 6 I/rS PIS 11r 2 CLOP) it r Ir it IF 9 1/2 1r 9 1/2 10 1/2 7 1/2 13` 6 1/r 2 (BOTTOM) it 7 I/r Ir Ir tr ]r 1Y TV it- r 6 1/2` 2 (POTION) 13• 7• 13• 13• tr s t/2 tr 91/2 f01/2 7 1/2 tr 6 1/Y 3 (TOP)w-r7 yr is• Ir it to• tr To• 1,• r 6 1/Y 3 (TOP) - - 12 1 12 I a 1/4- 6 1l4 2 1/ 6 1/4• - - 6 1/v 6 1/0 3 (a07i0M) - - 2 1 2 tf a t/4 a 11+ 2 1 12 t12 - - 6 Ile 3 MOT O) r r 5 ,%a' r 3 i/2' S'4• 4 /lr r 6 1/2• r 4 (TOP) 7 1/2• r r r r 4'/'4• 4 I/Y 311Y r 4 (TOP) r - r r 9 - S //Y - 7 1/r _- (BDfWH) r - S• - r - r - a t/r - 7 ,/r - taDTIOl9 ,3- Y tY 1r 13• 9 1/2' tY 9 1/2' 0 1/2 7 1/2• lr r CLOP) it a t/r ,r tr Ir ,r Ir to, it' r tr a i/3' a (TOP) 13' r lr 1r lY 9 1/2' Ir 9 ,/Y 0 1 7 f/2' 13' a t/2' (B01TOY) it a 1lY tr Ir tr it Ir lr 11• r Ir 6 tIY OlomM) IY Y it 10 //2 tr 7• Ir r 7 1/2• s l/r tY 4 1/2" 6 (tOP) it r 13' tr !r a ,/Y 1r 6 tlr' 6 f/r 6 7/r it n Ij2' 6 i 4' 6 1/4' - - - - 8 1 i' 6 i/4' 6 aOtT") - 6 1 4 6 1 4' 6/ !' 9 14' - - - - 6 1/4 4 1 4' 6 sm 6MK7 II FOR ANDORS TYPE k VACM FOR DIMINtAipA NW 11111110, MIAMI NAMM 4 MPMM ANMM 9 AUM AID M1MA EDGE OWANZ AIM UNOMM ON INS 1113KO 1E FOR ED Lm 111011 =con ON iritum Rm= AMIGA SPOM K NNJIPI.'MM w'ACJM swm ON Sam" M THE FCLLOWM fACMAL FOR 1N9 opovm l to K PMWILE RE9 m w9OOA0 OOWO UNNO All" LML MOT K LIMIT 1WN MOAN NAM NDO` M FOR D" AIC ON TfPE NI THIS lCtMtRL AtO1DR Tft 1/41P 114Y 1laY 1/4Y 1/4. t1414 /Nook SMS-M =a-N MUNUN ..ONION W At$G 0a) 3 3 A 3 2 ,lr R 1/2 W 3 7 i/r r 3 3 t/r es7AAIO1 Ba3 ABOR a - i ,Ar a Iri' a I!t J ,/r MAN an sMacE 1 e. _ l,. r a 1 _TETI. Im - Las I4o SPACINGS ONLY VALID wFE)1 SPMEIt D3 USED. SEE /1 F9ft MAX A.S.D. DESIGN BAAOS N2 MAX. P/PEL WIEN SPACER TS CASED ,.------. ——AFCHDRS (SEE SECTIONS 6: KTOOMYfM ON SHEETS 1& 14. 15 . i r wx. R-1y131 4-2A/13, R-3R/14, R-1 D.M-Q, L1 R-HAW/15, -2AW/15. R-3AW/1L R-1 cr O -__y R— b O O O O / 4Y-2dlr S.S. BOLLS Of 1 3 1 k i (USEPANEL Fd1 t>Flst LEFOM k s1) i ( BEER r-e7 j LIFE SAFETYPANID. - - J� 1 i i ✓� AT FA ✓-LDCATOPA • LIE PANEL BOTTOM, C IIi &u A A" Dow LOAD Wig" PAi1El LENGTH 40 PSF OR LESS 61-e > 40 PSF 70 50 PSF 6'-2- D, 50 PSF TO 80 PSF W-10` A MAX. PANEL LENGTHS ARE 01V VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS a W/ SPACER AT 12 1/2" O.C. R-38/14, r MAX 15. R-WW116• 1.,m M I+NIEL i l PANFt�lENO1H1 i REGULAR , x-a- . +COAL i 4 - i ._ _ _._. 011/ OVERLAP A1O PART. iD101N BOLT? _� w -____ 1 - r t Y-a' • +60.0. -OLD W.F. t (W/O 0~ MD PNffiL Lamom OXI) i �aa}-_-1..__r UKr-0• MN. LWM IENOiII � AT ALL IIOtR1IN65 C WIND NU, AT 1 Emmog LWIND NUT AT PANEL tA/i R-2A/131 R-3A/I4. It-if/13. R 1s, R-3B/14. LIO-R-PAW/15. I1-2AW/15. R-3AW/16. R-1Bw/I5 R-26w/16, R-SRAM/16. (SEE SECTIONS k ALTINATAES ON SHEETs 13.14. 15 «10) -.. UFESAF��TORMPANELME�ATION (j ) 2.ur SCALE 1/4'-1' / t STORM PANEL (YN. ol"i -/ WIQE'AI"m __-..._ 1`I LIFE SAFETY PAIL EXTERIOR SECTION A -A SCALE 1/4'-1• IV" PANE- Nl ALFIF NEL WALL MOUNTINGS 9GALE s/e.Y LDS: 1. INSTALLATION ARE ONLY VALID FOR X&D. DESIGN PRESSURE PATI GS p.s. AND PANEL LENCTIS AS PER ELEVATION ON iL 2. FOR NEW WOOD FRAME CONSTRUCTOW WORD MEMKRS TO BE SOUTHERN PIE Me 2, W/ Sf DEWM OF 0.55 OR EQUAL P.L sm.//NNmmome m I 3• N� `r NMALIATHONS ONLY VALID FOR VIVO) I' IM.; SPEED lW TO 170 MPX ,/i" MAX. GAP STORM PANEL am wiC06' W_ 24 UK GALVANIZED STEEL STORM PAIIEL MM, W. LL EE C OO e.� PROTECTION PRODUCTS. u,0. 07�', «M,Mmm ii,. w��. p,.•,K .�� I 40M Sm. 6/ 6613T ho0w. 064�7Nq M. pa*)N*-M? 20-175 commas N. Mm 12 w w �.. IdAMMUM A.S.D. DESIGN PRESSURE RATING (o.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR 'ARV PAwELMINSUti!TIONS INTO CONCRETE & CONCRETE BLI'K MMUCTURES (ViWD ONLY FOR PANEL) INSTALLATIONS AS PER SECTIONS 1 TH RU 8, ON SHEETS 4 & 5) MAX A.S.D. P� �� MNORM ANCHM TIMING, FOR WIN CA PER 11am LE OEM APPLXJIaLC NAMINMI LENGTH (R) YAX. AAA E RATING ANX9AtM1 NN210Rn SPACING FOR MN EA PER SCHEDULE sum APPLICABLE YLX6RM1 t f (HL) TAPO011 SOLID -SET ,D FllR 2AY1C-NIWN Chit-N A. qy iAPCON SOLID -SEE PIS 7AMM:'-NA6i1 CNX-M k m hk mcalm= 1O m /0 .lk�. 1NO1 m 7s o OM kO -0 +'m, -� ,1' it Tr ,r tr tr lr ,r 12•tr ,r , ,, ON Ems • �-75 +114-1168` 1r o i Ir 4 1 it 6 1. 1 1 s / lr 4 1 A"IIr 1+r oR it` ,r it /Y fr Ir it Ir tr Tar Tr t MOTO1) Y ,r Ir ,r r 1r 9 it 7 T/Y it r / (BORON) Ir it' it tr 1r Ir lr ,r 13• tY tY 10' 00►) • Ir 0 1/4 tr 6 1/r Ir 11 6 1/Y 7 ,/2• b 1/2' lr ♦ 1 2Ir It• Ir Ir it tr tr 1r +a• tr tr it 2 (aiRTDM) it Ir it 9 1/2• Ir 9 I/r 0 1 7 lIr tr 6 i/II•Ir H/• Ir Ir tr Tr /r 1r 1r tr Ir IV 3 - IY it Ir 2 1/2• lr 9 1/2' O t 7 1/2' tr r 3 (7mW_w II ,/YT2i a I/46 I/4• 2 t 12 I - - 6 Ile 6 1/4' 3 00T6M) 2 1/2 2 t 6 t/t' 0 t/4• 2 1/2 6,/4• - 6 1/4` 9 1/4- 3 (BORON) S. r r r r r # 1/2 r s r 4 I/r 4 (WP) 113- r 6 1 r 3 I/e r 4• 4 1/r r 6 ,/r' 2 1lY 4r - a'- r- r !` 6 - r - (60ITOY) 6 I/r - r - r - s 1/r - r - (P0„OU) tY it` 1r 1r Ir ,r Ir 1r tr it tr tr (WP) /r Ir it lr r 1r 9• tr 7 ,/2• tr r s (milit it' Ir 13• Ir tr Tr Ir Ir iY tr tr it ID• Ir IT 1/2' Ir 9 1/2. 4O i/2 7 llr'tr r 6m m") it it• 1Y ,r 1r tr Ir it it tY lr tO 6OC • 1r 0 t Ir 6 1/2- 1r a tIY 7 tI2. 6 11r Ir 4 11r s (TOP) - - 6 1/4• a 1/4• a Ile 6 I/e - - - - 6 14 6 1/4, 6 010R!' 6 1/*- 9 1/4- 6 14 6 14" 6i 4 6 I e - - 61 4 6 / 4 6 (KBL-) 13• 7 1 1r 13' iJ• /r 13" ,r 11' a' tr 6 t T �.�• TO a•-r tr t I 1r 6 f IJ• 4 112' 7 1 6 / 13" 4 I I13• ,�• 70 r-r 7 1/2' tY 1!' t3' O 1/2 1r 10 1/2 H 1 a• tr T• t (BOTTOM) /2' tY 1J' 13' r it f' /0' 7 t/2• Ir C 1 (Baa,DN) lr 7 1/2• tr it /r /r it Ir It' a' IF 9 yr i (Ran Ir x 1r t0 1/2 it 6 ilr it a i/2. 7 t/r S 11r Ir 4 l/r 2 CMP) 1r 7 //r 1r tr IF 0 i lr to 1 1 / r Ir r 2 ( omm) tr r Ir lr Ir 9 lIr it 9 IAi• 0 1 r 7 l/Y Ir t 1/r 2 (Do— jr 7 T/Y. tY lr it 10 1/2 Ir 10 1/2 it 1/2 w tr r 3 (lop) it r ,r it 1r 9 1/r ,r 9 I/r 10 11r 7 1/r jr� r 3 (,tlP) 2 1/2. 2 t/ 6 I/4. 6 TIC 2 1/Y 9 1/4• - - 6 1L. 6 114. 3 01DTmN) - - 2 ,I 12 1/2 i 1/4' 6 1/4• 2 f/2 6 1/4• - - 6 1/4. 4 Ile 3 (90TmN) 7 T/r 3 1/r r r 7 1/2- 4 r 4 IIr a• 3 1/r r r{ 06P) r r r 6 1/2• r 3 i/2` r 4 4 1/Y r 6 11r 2 1/r 4 (1" r r 6 r r r - 00„OM) r - 6 lIr - r - n lIr - 7- - (BORON) tY 7 1/'Y /r it it 10 1/2 Ir 10 112 i Ii r Ir r cm) tr 6 t/2• 1r ,r tr 11IJ' 7 4/Y tr 1Y 1J' 0 , tr 0 t 1 1 1' IF r S (BDT',OM) ,3' r /3' ,S' it jllrElf3 9 t/2• ,O I/2' 7 1/2 tr r 67 TIY ,Y lrHr 01 it ot/2 I1 rit r 6 (+OPi tr n' 13' Ir 0 4/2. 71/r S I/2• 13' 4 //r 6 (TOP)61 4 61 4' 6Ile 6 4 a 1 4 6I i' 6 6I e 61 4' 61 4' a 0)DTL- fLE am Ii Poll NDNOM BANE 6 woe" too o16WAARa1R NM WOOD "VM NADNOL • IMRI m ANCHOR wwm AM IMIIMI am Down Am NMCA= ON 111M SC*=" FOR EA TOM iNAM "ONO an sm=" am= No" 1OM061O o NA.11RYoiO mum *am ON Y1A01AE N' THE POLWON FACtgM, MO Ito OPBOO M W K t6M11E. ODUM MM OSWlbyiMM M M MWL LOT K i=lIM MMAN sMCNO 1AWATID FOR EAU" MOOR TYPE OR gat •• No= TYPE I •. 1/41. Ile. 1/r. I .Y 1/4Y wom, IDL04U Co" WWA now wwm ) 3 3 a 7 2 1/2• ! 1/1 a13 3- .. a yr Jr 3 3 I/r a iRRMM044 N001 3 3 1/r a W i t 3 1/r 4 ARNL m BMNLR t 4.w - - - ._ 2IX 11 - ,AD ISO - /Ao $AD «4 S V== ONLY VALID WF6]i SPACER IS LIST SEE T 1 LCAX. AST. GERM LOAM & MAXPAHVEL YRlTN SPACER 2PLAAX Re" sm MSE,s 4s t is FOR AACHOM3 now "It 1/4. WPM TYPE 6 9TNGM0 FOR PMpUAMM SM riamma M1mMMM�ANC OR INWO iO4 APa *"am W66A NOW teM[W 00 S •t.RNkMNON 60r*• 04 3 tnK bovAm AIR JMmT® ON I"S SCHIMPAt WR ED, HISS TIAN 9DOOL0O.rW ON SCHEDRAE +1Dos1 ANCHOR SPACING aAs1 OH 3 11 w M Rum IN YULtPL76M 6PAOOM MIAMI ON fOEgAE K TILE f1AAV" FACIOA<. FOR us oroRAT10k m K M)NOLL I , • om IMaUM SPACING OBTAINED UMM PAM SHALL NOT K LM THAN a , Oaf r a4B MORN 1 OOG OCIO D FOR LATH ANCAMI TYPE ON TItM SCPEDI4L _3l - - wmsGtLE"3/a-i' o 1. WrALLATON ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATOM (ps. AND PANEL LENGTHS AS PER ELEVATION NNN SHEEN iL 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO DE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR !DUAL. 44167 Pt W04V= rAV.A MM uu.a a AS.D, DESIGN LOAD WXIMIUMPEI 40 PSF art LESS 6'-e > 40 PSF TO 50 PSF 6'-2 > 50 PSF TO KR PSF W-10• A MAX. PANEL LENGTHS ARE VAUD FOR INSCALATXRNS W/ SOLID SET ANCHORS a W/ SPACER AT 12 1/2. O.C. « ni -V MAX. Ir PANEL LENGTH ELEVATION MCI SHEET 12)12) k j :1 f "°"SS 16t1 �.ID ra ,Otw R • 4! / aC. TA COM 40 VD.C. PgMEO CONCRETE OR E BLOCK MOURNED. on= t llmo tla 24 GAGE GALVANIZED STEEL STORY PANEL FDra. 9r GAL PROTECTION PRODUC SP LLC. wam L E. r► O , m.. 4= L1. at snw aaW. FL 33N4 Plpt LMf)E6B-7N4 PAJO L6MMBN•Os7 N. aR p=01it �m— ""FF 20-175 CA-oWI* ORNNM Me a• wr �.r r ^�^J' ^W W V J Q > O (D V! U � N 2 . 0 +, a COCD Cu 0 O Fn O O O ^^11 W O ++ cu 1.F� O 1 VV > •� _ 0 E N t• O L �'_ -Q 0 . _ (%� Q Q C"i i A c t� , PA - 4",�,��a� I..A..�J ,t�,0 J� OL L C J Q Q } * 0 uj LV cn-f--+ CD CD CL CIO O L_ CIS. ■ Ism U) cu LU Q Z Z Q J a SHEET NO. SH 1.4 T'T 1•l.7--W--W-'7"W rg�•'i_Rr-•7 '7 .t •.•T �, 11gI r a AN V/14X�1+•t 14 i I (END PANEL) i SEE NOTES 2, 3, 4 Ar (INTERIOR PANEL) I • (INTERIOR PANEL) I i (ertERAXi PANtl) (END PANEL) f SEE NOTES 2, 3. 4 I Ai TE. PANELS w/ 1/4 -20 L-1_ LPEILGABL` 1JJ_L JJ_LLJJ111JJ_L J1LLJ LIJILIJJ_LIJJ1 4 LJJ_LLJJ • 3• MDA.. SEE NOTE 1 ..,� 3• YD.. 1' ten. I Ls[.t y 7 1w,tT Ei) rz 3 /• Mtn. --`-(SEE SECTION E2t ANCHORS a ALTERNATIVE EZ/w ON SHEET-- li7li get►�' V' ENGINEERING ENGINEERING EXPREsse PRODUCT EVALUATION REPORT September 15, 2020 Applsstion wLmb.r. 17M.1- R2 EX Project Number: M1543 Product Maiubecbmar: AN Amarim Sfrtare and Glass Mwmbcdra Address: 1S40 (Toms Rood West Pakn Beech. FL 33409 Product Nam A DescirWon: 249m Galvarked Stag Storm Panels Laos M"Is Impact ResbWlt Scope of Evaluadon: This Product Evoke#" Report IS bent Issued in acaordsoce with the roqukeneni of Bur Florida Department W Business and PE kuWnol REtubdw (Flodds Sub** Con inIseaL) Rule Chapter 6102D-3.00S, FAC., for RtNaMdde acceptance per Method 1(d). 7M product noted above ties been tested anNa evaluated ss sanmerind herein ED show comply ce with the Fbride Building Cods Seventh Eamon (2020) and is. for Ow purpose intended, at WM equlvalaR to eat required by the Code. Re•evYwtlon of it* product shah be ro**W %NDWbt psitlRsre Florida Building Core nw0codom or FaVbi". SubsltandOng Oats: EX o mv" M41S43 #Bed "24ga GstvaNtzW Steal Stoma Poe% 0-1VIC 8 %m+NW. shoes 1-5. prepared by Engineering Express, sgried 8 sea" by Frank Bennado. P.E. It an Inapal pat of the Ev*uok nReport. Unillorm idisk stuchimal pakinnim a halt been tested in accordance with TAB 202led Waenb per said repoA(s)+IBT-ASG-17.001 by Backwater Tes". Inc. Large nisile kigad resistance and cyclic loadno perbmrmee halt been %Wait In acaadane with TAB 201 and TAB 203 test standards per test reports) OBT-AM17-001 by SadN+Nar Testing, Inc. SRuchual Engineering calculations have been prepared which erskute the product based On Ooriperadve aldlor rational sreyals to guaUy this blici i g dnipu cdWW: 1. MaRknum Allowable Spent 2. ABn(mum Mowabe Spam 3. Minkru m GNss Separation 4. Anchor Spsdng 160 SW 121- AVENUE SUITE 106, DIERFIELO BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA" OENGINEERINGEX►RESS.CON ENGINEERINGEXPRESS. CON MAX. I MAS PANEL 1Oc P AP 501E MAR. # LAST PANEL© TO BE INSTALLED AT EACH OPEP" SHALL ALWAYS BE PRPAOED W REAR NANOIE TO FACN1fATE BTSEALLATIDN IF WOOD TO (iE iNST FROM INSIDE OF STRUCTURE. (1N). DE NG SEPoES 200D: E-2 HASTORM PANEL SYSTEM NNG PANEL + Cent TRACKS TOP t BOTTOM. (T). ENO PANELS SHALL ALW/y75 CONNEC7E0 TO BOTRNA TRACK OTHERWISE A STOP BAR G41 SRIALL BE PRONOEO AT TOP OF SUCH PANELS. (3). IF END PANE15 ARE CMOWCTEO TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4`e-20a3/4• M.S. W/ 7/8'0.3/32' WING NUT OR 1/4•ea3/4' Min. THUMBSCREW DITTO TAPPED BOTTOM TRACK. LOCATION � 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 (i.e. A STOP BAR IS ONLY USED AT TIP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS 04XCATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO �T10Y TRACK WY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WINO SPEED UP TO 170 lill IVWVENPINEERING Page 2 ol`2 All American Shutters and Glass - 24ga Galvanized Sted Stwm Panels No 33% kwnme in allowable stress halt been Used in the design Of this product SeparM1on Rom gleft is not raquered for WoMbO m mWe of wind mn 4 aid use"bWties. Impect Resistance: Laos In"d Resistance has been derra *dW as evideaca d in prerkwsiF tided tee repor((s), and Is OWWWsd for in the wgkhsarbo deep of this product. *Ind Load Resistance This product hem, been designed to reek- vvW beds m kd cdW a Be spat sdwtk*s) on Ms respective Product EvaiwBon Daenient Q.B. enginaWno drevilrO. lnstlalliftn This product shag be Installed in *M congMn a with be m"wg a Product Evaiuslon Doamwn (La. engine ino drawing), Nap with a/ OMVWw a nctW twain. Product ew"nenh 9ELN1 be N the mWA" apecifed In the product's respective PtOdlal &@kmM10 n Docurmat Q& elghlserkp drawing). umltadonS 6 Contilftions of Use: Use of the product shal be In old axordenw wish ills respective Product EveuMm Docurrest 0.e. arghwerkg drimmift as noted heroin. AN supporting host ebattr]res shall be desiped to resist al suparkrposed lotls and shall be of a nwAw l listed in tits prodUGE's respective anchor acadue. Hest structure pond Flom which are not soc ourded for In this ~a respective anchor sc hedtds shall be desigried SEE on a aNespecihc beeIs by a registarW praeSNonsl aginea. AN 4xmpomras whbh we pamaroray it h" shal be protected against corrosion, caRam4he0ai. WW other such damps at all tkres. This product hot been designed teagh r use Within and outside Be tVslody Hurricane Zane (HVHZ). Respe cifially. --1 - - 0D>b__ Frank Bon ardo, PE ENO04EERINO Emmase #PE0046549 i Cert. Auth. 9885 160 SW 121- AVENUE SUITE 106, DaIRFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAM OEN61NEeRINGEXPRESS.CON ENGINEER: Na EXPRESS. CON INSTALLATION INTO DETAILS FOR POURED CONCRETE. CONCRETE PWMEO 'MTE SERIES 2000 E-Z BLOCK HANG STORM PANEL(l) AND WOOD STRUCTURES 4-0 TAPOON WOOCnf Y OCOtMNO. ANCHOR • 12. O.C. i • //Ca IAPCON h'' fiN,i„' HDe 4511D TEX WOOO 140' HER MEAD TEX ANglolt E tY O.C. / w06e FROM REOIlE1E0 ! j 00.1/4•E=0E EDGE FROM 1- 9 9 EL t \ MIA- 1 r p a�Yi®R 3/2• (11b[e[ 2. P 1. W E N 1 I- �jraE- E10STaO TO CLASS. -� POP. POP R I N 1 RMET i N�LI1111NI1N A 1 i Fil PAN& '1' St•���_. VAX PANEL M e LDWH ■ Rpt LIDI I 4RIM e 70 OIAS3. 1 1 1 50iE 11��� 1 E /0 O[A4S. 1 W BIER OF V E I THUMBSCREW s n,/4eTAPCON ANCHOR r/2H7 • tYOA. TNWNRED 2'a4• WOOD • T' O.C.R "= f*VLW D. IhEDtAIED MGM EZI SCALE 3/8-1' MFZ1W SCALE 3/8-1' Hum tiA a. r/cc,, 1 � 3A ' vCEN c •.� 1. INSTALLATION ARE ONLY VAUD FOR MAX, A.SO. DESIGN PRESSURE RATM +/- 40.0 p.s.f. AND W-0' MAX PANEL LENGTH. # YIN. PANEL LENGTH SHALL' 8E 2'-8' 0.4 *'• * : * STATE •c� f y0,c FLOftM O°mb'AiB00• Pic �e iL ECOme. BUILDING CODE IbnNigh V "Mu 24GAGE GALVANIZED STEEL STONY PMIEL AL PRO CTNIN PROD . U.C. cam Zom [+' oxrN er. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERNPINE No 2, W/ SPECIFIC (OHIO ..Tun $/ e1 E��+ Pl. a , r N6. ,[rr r+rEa a a+lx FA.r • P[r m-ND[ . a +DIN wl-Iw •b[D 7v lot maT DwE n. 33314 mgle: la+)sEF-3sM. ADc OR44)Ee►snT 20-175 OF 0.55 �*•l w �a d1-comic r � •, GI NNC NN wLm &M Vr, PLaseass sal 16 or N ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP, TO PANEL SPAN) - TOP MOUNT (CONN TYR TYPE AS AEQ'D) SECTIONS 't- OPTIONAL STITCH ears w1TH WAsneAED WINGNUTS FASTENED O OVERLAPS 6 MIDSPAN (USE •J "� •- APPROPREATE SPAN TABLE) y' MAN VIEW o� a Ili RO.156' z _ M 1 BOTTOM MOUNT (CONN TYPE Is �\ REQO) .3 1' - 0.3 MAY BE AT T . 11'N TYPICAL VERTICAL MOUNT ELEVATION ELEVATION TOP MOUNT (CONN Ty AG RPYYDI PE LntA% f SPAN ABOVE y-- I,cv.lavnJ BOTTOM R.t WNT (CONN TY AS REQ'D) 'S -OOCATION Y LTOP M, (LOCATION Mi MOUNT AGSOIR'1ENQ'D) TYPE BDrmm MOUNT (mm-/ BELOW TYPE AS REQ'D) (SPAN OBSTRUCTION) PANELS MAY BE NOTCHED 11 REQUI0.ED, OP7EONAL)t,'"-20 STITCH BOLTS WITH WASHERED PRCAIIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WINGN M FASTENED 0 SPANS ABOVE 6 BELOW DEE;,,G TICN. OVERLAP"' O KDSPAM (USE 4PPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION PANELS TNOTCHED N.T.S. ELEVATION Y VARY) MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSIIM AND ry NEGATIVE DESIGN PRESSURES CALCULATED SEPARGaveRRA�IT�E ENGINEEERLNG IN ACCORDANCE�gW�f'�TH THIS SYSTEM SKALL BE THE PER RMI� IN AIrCORDAN� VPLTN1ASfE 71WD 04APTER 1609 OP THE FLORIDA BUILDING CODE SHALL BE LESS THAN 00. EEQQUAL TO THE POSITIVE 00. NEGATIVE DESIGN Pme URE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: VISIT ECALWOiM1648 li $.F AYIt-,:Jtxn .D,AKA. N"ILMI:`.NYI �J Va rORJIIAATN W LL. MIrS, IISRNre A IHGUICp •h4. 1 r2.250' 0.094•fl: 2.2S0' 7 �I }p tea au sluDx 20.094' 0.750' p 1�1 i .094" 0i �.125• 0.09C' TE U, E oN 5� 0.125 18 GA $$ 0z; z ai 0A94' g .094• 'O 12d' T1'P 7YP -0.7 3'.062"'�^ 1.930' L.930" 2• )� 0.062 }75"J L L 2'_ N �' �O. t2S• j file 1.3 -1 I.00D' 0.06I' -•-I 2.000' I- TYP. 2.000` 5 .030` _i 2A20' 2,M' -•i 2�0m. �� u) .121• 1.180" ,R,'x• Ifflia o•W m5 �A •aJAo-oury xEAOm IO ANaE ©J-PNI & y'°-, P3.380"MAX. - 31 l'!" 0._.313'0 1.5L 1.560'h--I1.560• 510 0.3fS' S5•"' D.i36' ��-{r�04SZ D.376'--{i �•ii O:L79:�[655° 0.19�IIrOb55" 0.19D"-'I R"' .�6' 0.35d' 1.007' .�6 >E 12.5W' PANEL COVERAGE }L, 9- ...bbb�+++•••JJJ�••• L- # .250" a 14.875'PAHEL LENGTHOf �.[,. " I LOS 0.545` .lSd' 42 r' I N Itllryp b DIRECTION L T�0.090' my Be r� 0.09D" DTIP. TYP.. [[w[xl.n 0.215' .215 0.ca5' R0.13S .305 N ,GI.a LAIT'C YRAdt �•P• mAGE "'^^^^^^-���_ „• ,�,. ,•„•, 0.090• 0,957• D.378" 1 E�ss^ Z 44.iM.8T! JI.IIxC M .: .... - m 1 ' 1 UEC d FI--3.Dow- .125' �•- xAY lu O+ o x•Y ui'..> _L9avl SNHSEO .' cnLP .YwL ,ra'F• MIOUE - 1ilABL TElmi6rD] � � � L7 K D 3 rlu IP•-H; _ S9 1A00" ' ••OPW U?wwlC mural OVERLAP D•;riu:[ IlU A" MAX COIINER a.DKIRE DETAIL. 1 25' MAX. 3 I A O.leB"� '•" "` v ^-I C •:ov:A[R _ n .2S MAX, MAX. "„ ti•>x ::.. [�•� anv[•c ,c uAAYrr- rm )erne x^ID.Oox W O. GUILD-Ol1T u 3 Rr nhlM OL$IANfE >• J •n;r>Ts7n �f3C D 4 Ls :Res rA t:.vJ r,nElJv reel^'- 1.000' Q 'i' A'+' u1 x ;• lL?lODKD4" �r'a;ILv.: • 20�s+-•- t41M-[:r_•YaJ�3.9i._,l4•1 x ^.;'•L,:"N �JJALLlxr:Nt.aa: n12Nu:.f'r1o•Jcr.-R. 1taar AxxL•rN.,4rr.rYAM .YN•:MA:LJ.i'N•l IP,nlwlll Nalxl Iltruur Jrun I'-rc"ic er••. i �75. MAX. 1.50D' Ri +.Axle,•:, .. v;: Tw ,N 6'�.T.s. MIN. jl' 1E 1: 1.5 Lr1 tl.tl GV1 , 036 :4'.L. •,K>.4 sC 1.50c' t„M1R, SC'. 1! ,i�,.M•a IJ:1. + rrt-wA'Y.•, r <r. 4' NAl(. + MIN. I • < u< l a ,ma LA'[[b:-I1,L,4 ,g6D• wx:L-tlluNi=ti^.ty rISTA[i-•IITJ-• U CORNEAS BED hYMLS M+:MT, TIrT: T'xFJh>: :A ITJJr •^: •r, CJ,Tf j 0.. NRM NOUNTfL061lAE AA O-KTC.rV ���� f E2 _1^1-14 ^W W Cn Cu O N U � N �- C 0 O C .Cm ca U "Q �- C O O C O �- O W 0 U O .� '0 �Q��E O L -0 W a z z W J `•/�O\ AireLO i • H r :•/ ' Z U Q O W NIANA M-MNAIO r[AMR...A • F_A}MRM W�. •PP0046S4• W INS AP Y,Il.MI1'A4�IR4 n H �'^"�'' :Y' .� ;:'�'? a'; ' ` ;; y MINIMUM ALLOWABLE SPAN SCHEDULE '� ANCHOR SPACING SCHEDULE: ,• 1 WANK+ THN--L`L1VTIi Y^Jhr.n[ , :`TOP MOUNT 24GAUGEPANELS; PAHELFASTENER5012.S•O.C. ,N.. T rn YL' b:l LJJJ. +)' N», [T -f: • W.v .t [:aPY l'aY+AA,lJ .:,•.4[.'� .,IA.I`L '� gg • �"'vla . a i'1P°-vex K w C i �' •+ 2.S" IME DISTANCE 3/4" EDGE DISTANC! Z _ O" Cnr' �_"� �" �}P w ■6 ALLOWABLE PANEL SPAN &GLASS i` �`E I' 9ur.mrr PT gib P r�� ltMNOPTO]4-]� "P.,A'dY DY«• N.M ll DII,<Ir E GEM �1 'fi �F ArcrOR PRefrrr[ Corr me Corr nee OOMr Tr►C[3 ANCHOR ►REMRE S�f. EMrT9re Corr me w(r' jJ 0 WWW .OI OJT: SEPARATION SCHEDULE: J F mlt CI C2 C3 CI CI Q C3 C4 CS c2 G PWP a n Q o c4 n c2 c3 cs n c7 e2 a ( J 1. +_•s.-•rc uv.- 1 •v O• �• �!" jj a138•.1-y4. OIDtD 79 12.5' ]6.d' 14.7" A9" 125" 16.0" 10.2" &6" 12:5" 16.0• 9:1' b.L" T- r+: 1I1 TIE E t 34•r7 ENS® 93 12.4' Ib.tl' 16.0' 30.9 32.5' 16.0" 16.0' 7.5 12.5' 360'36.0" 8.7" O i Z t 24 GAUGE PANELS i P �,' p •i}, DEWNT UIIMCON 43 12 5. 16.0" 11.8" all' 12.5" 160.8.2" 35" u.S' a ■ �/ w:-m[fcx5' rIH x Lxra_O.Ih.a:w t N> - 2M 6 zS• 11 1 it' 11• 15 ,.4^' F� _ N.Y aV': h.:..N.! u; W:Rrw 41 125 S6.a' iQ0 s.e•. u.s• lb.a' 14.D" e.]• u.5' Ie.D•34.s^ A" A`AnA rf. TIS aK•Tu+Y r1 {g.`•,.p < 41 11.5. 16.a' g.r 6.5' R2 ILE 9.1' S:4• l25' 16.0" Qi° S.N' 49 L:S' lb.a' 160" 7.S ].. 16.0 lIJ" 6.0" 12. 36.0-14.7' 6.0" $rl ;rr--> ,:rr, N'JGr+F.• a i = ANNIMUM STORM PANEL SEPARATION FROM 196k 4C "T, AI': ,S 52 12.5' 16.a' 9.3' 8.3• 12,!' 16.0' .1" SA' 12.5" 16A° AS' s,4"' - ' a■ V,A7, al LL ''JJaaWINDiii 3* - - 52 Si. r' S6.a' S6.b" 69' 11.5" .a U.7" 6.0' 12, 36.D•147" 8.0" (HTVHL 2LXVF4a ESSEN7UIliADIfTIES) Si1K111 -t ?ten + •' N 73 SLS' ]6.0" WS" 5.;' 12.5' 1bA" 6.1' S.4' f2.!" 16.0- RS' S.1" �s. __� _ ._ 61Nd 22" 2S 11" 2P il' 2a' 22' 11' 31' IIl�LI r•1 i I P r I_:V4' MINI n ]3 11, 5' 16.a' IAa' if.a' 12.5" 35.0" 110" lT 0" 13.5" 16.0' ]3.4" ]D.7" [1st r 11rr DIDm 33 12.5' I6.a' iQ0' 10.1" 12.5 16.0" 12.1" 7:0' 12.5' 16.0' 30.8" 6.2" )1 S'I O•:a :- ., 3^ 72 12.5' 16.a' 14.T" 0.1 12.5' 160' 12.1" 6.0' 12.r' 16.0. 14.7" 6.2" I ' + { SSS.' y Q i dsE o[ i; LvT y '' N B $ AWOMUM - ---- Gt er zr x 3r 3Y i € - 1LE .roU[ �.'n^=�x �• O[NAITUlT9,rcOM 41 125' 1 a' '13W SL5" 1 ' SLl" 9 125 O'120' g" ' DESIGN ALLOWABLE INSTAl1Ail0I151F55 INSTALLATIONS GREATER 0' P 27 W N2 IN.v.:lw •w �3J:J 6.0' wWDSCRE14 41 L2S' 16.tl' 14.1^ 81' 12.5' 16.0" 9.7" S.6' 12.5' 16.0• AT 3.6" LA heAn v:tL+u=la+a .r.L rr^;,�.' ar•wvxu `)! ! p ■ PRESSURE �AN(il,yi THAN 30•ApVE GR/IAE TilAN 30•ABOyE GIN18i •P• T 3+1• 70• 46• ptr 46 12,5' Ig.a• iw9•' 11.9` 12.5" 36.0" 53.9" 9.S' 12.s" Ie.O' 31.9" 9.!" 40 12.5' 16.a 1L0 7.D 12.5' 36.0" 9.6" 5.6' 12.5' 16.0' 9.b• 5.6" 4 P31 O.'•ii S753n2na1 •''-�' NL Q.K•`6E=n>lrh 'n'JVI g• " ,pV L• () 1 Il'` IB eO - S2 S1. s' 16.a• ]3.s•• ]S.a'• S2.E" Sa.O' 3].D 9.5" 32.5" 56.0' 11.9'• 9.!' !2 12.5' 16 A" 31.1' Q4• f2. r' 16A" 9.6" s.6' 12.5' ]e.0' fi.6• !.6" $1 w, N CCC rR"I T2 SLS' 16.a' 11.C' AS' 1L5" 36.0" 11.9" 9.5" 115" /6.0. 1L.9" 9,1" 72 12.5' 16.C" 9b" 5.G. 12.5' 16,0" 9,6" 5.6' 12.5' 16.0. 9.6' S,6•'CU • Ny` r k- J 4 30 330.0In 6.O61. 2.16M '}} B 8 , ..A • 1.*PANS 1000%MINE NE HEENAN AUAWAMl6PJ115 RASm ON ANY comwmnON OF NOIINn"S 'j p ALL 1Nf9HOU6 SET Q aJ 174'rllM rNIM11 38 13.5' SQa• 1Qa' Se.a' 12.3 1g 0 117" 1].4" 12.!" its D 11.0" S1.9" 3/V a t• 4' CMB[0 93 t2:5` 16A' QO" 1L 16.0" 1 .5 12.5' 16:0 30.2" V) .ms 130.°M 6.061n 2161n tX1N01T10Ng ATTO9a BOTTOM AA'!LllMfirN611B1g TIA/1 iM09@N07tp LN xAglt 4gpVl,ulF Np7 {N.vr1:0o.U. h-::.x') 41 iLS' 16.0" 1Q0" i}.6' 12.5 160 ix:6" 1e 6' !2 !" 160".12,5' Sb.7" TAp ORa •CFA6" {S 12.5' 10.0" ia9• 12.s 16 9:2 12.5' 16.0" 9:2' N > •(•40� 130.0N b.06M 2361n A[[2R4re• 11lQ�� 4e 11:5" 1fi.O' 156" 33.3' 32.5' f60" iL5•' 1035" 12.5 160' 12.5" 30.6" N 12.5" •/JS 139AW 6,06h 2161n _ 2' � N� r � O � TMT ro J " `�C q.�N$ 52 12.5' 16,a' 344" 12.3" 12.s" i60' StY' LOA, 12•!" f60. 32.g" 10A" 52 12.5' 16.a' SDS' 12.5 18.0" 9:1" 12.5' 16.0" :t N•Ei[L • ; N ::. i .J> -T '• np[9CTLVE r101xmNG cOHem"m APDAE. ' J . - - - - - - - 1 SIDE 40SUM 4Bwm NOR ALL mu towl HOUNIS w TArl NDVE. N1 Swe CUMNAIS LSE NOT 1,7 •• Ij 7 12.5' 16 a' L ID.6" 12.5' 6.0" 1 10:8" 1 i 0' 32.5" 1 .6" 72 12.5' 36.a' 91" :• L' ".v' 1 cchru . ex• 7J " L9 „ / 50 no-0I. 6A6 h 2.181n _ i- -•Q•t .; ,. >,.-Gal '� --- -- --- ---- I - ---- -- 23 - - IJfEDwIM RVRDWTMDWIAR:CO'IDRION5. A1N71ONp Se'NIfT10N FNOM OlJL99 P+MLava DB7ART ^ 174'r I-3/tl rwxrD 23 12.5' le.a 1Qa ]6. 12.5" 16.0" IAO" 14.2" 12.!" IW.O' 110' 12A" 7 a$19•rle® D 12.5' 16.a B.6" Y/r- H'•Xt - O ./-SS 106.61N bAr In 27} M A. T4rE A1rl)OC l0 eDiN 12r Ir'ITN DIN MTIOUT sTnCN 60L15) MID 2y+rAlllE, 6907N WRN PMIFL 0 1 nrw✓�I r4Nn NJU r Z g - rru>r. L.vsnr✓,:,:"<r. L. _ r49TBrR6e L2s•OS S.I!'o.0-,'.:r,.;yJ., 41 1zs' Se.o^ 1Qa• 16.a' 1L!" 13A" 117" 11:4" 12.5" 1fi.0' 37A" 71.3 All ROnlrn[w5x a 12.5' 16.a' T.0^ ss• u.r4.g" 4.1•12.a• 4.e" 4.1' 7C Mi2RMTEBIffiO011i .,Lei •T4;_D..L`OAR 3+'aa:<•:a Q +/-60 lt31M 6.09 x1 2531. S- PANESNA"SPAN IN, HtwrUN MKS ON t1) m TIl MI10NAL T CIA BOTM. CLOSWr5 PEN 4e iL.r`]6.a'1Qa'34.1"12.3"id- .0"113".11.2" 12.5" 36. D"35.3"11.Y' WOOD wSNrIC 48 115' 15,4" 5.9" S.0' 62S'12.3" 4, 4.0` Q23 72.3' 4,7" 4.0" ,� 0_ a R's�'.. A' M. 4/42i 542IN QfiM 7.72M GAINING PR DETML%'L USPG ANYHOWIYIND CONDITION SHINN INTNISE MIAVOINGS. • rM 52 iLS' I6.a' ]Qa' 2%. 125" 16A" 1i.3• 112" 12:5 16.0" 155" 111" y 5x 12:5' 14.2" 5.5' 4.7' 6,T5' 123" 4.7'" I.O• 62b' .12.3. 1:7'• 4A' ,�, " J. t; t`c 1A T R' aN. ! Hw'TY.D �.q,�,,,r2'y� ,' hWl ,Ah-.7t� +�. I,I :V•: Alr:I lY. a>I.I:UlI•JI till 9wwwlll d 4/'70 36A NI 6121n 2AOin liar' 16.a' S" 33.2" 12.5' 3 A 1 .5" it E" IB.D' 15,5 i i" 72 gar' 12:3" 4.7" 4.D' Es25 12.3" 4.7'• 4.0" 62!' ]2.]' 4:7" 4.0" •'M72Fy Mn,, f4rfN: 'A, jt [[yy !!i r1 GCNSORL000.NOUNr 9CCT1pN v'A."A•A Pt N ®� �r l ^ a d BJ I •/.n 27A in 6.13 M 2.9E U d ii T:s^ e3GB D1aTAnw d }• a114'r1 U4'Diem 97 Q25 IO.S' 615" 7.1' Q23" b.4". fflS C/) 2 :v+Ov ra01 HAS Les .nx<:vF2a-. • X _:Rr.n 1L�4; r8@DM TT Ml AD Ali NIANI NK:WN 1AI.'�.•A il:':Y• +•{_ _y,'J 5Z N Jgy61 a• �• IN WM•III INM:oN ♦1 0.2r 1.3 C aJ: gla1 � •�. s _ ^ ii << '' 46 6.25' 7.1. ANCHOR NOTES: i EL»'TPK <,J.c•r Ha1,L-+ m ''_a alrL•lua •u.Awi.+i. kv _ .I .Ix1::1••:z1)rltr. lx'•:rIF"=<(TLx;!-.Ullvta:: rvr. I-' in 52 0.25' Qs' (� �wAD NWIrt 9SCrid+w.•, rnnlH'I •<-'Jlrav[s�exy Da vau ^A2nv; an- t/jg , � 1}�; N EE-`NNNN.� 1. ANOALL ALLOWABLE LEAPPLIES SPACING, MAXIMUb�OWAIDHERFIS BUTAND PRESSURES INS 0 Nu_+•>.'re:. a°-•t+<T •^- C x.,'-,[;rntt��L'exJ,,;l• .roc rAt �Jr',r yN--IyL- dl NNN¢ SPAN SCHEDULE NOTES: �. Iiii 32 MAXIMUM ALLOWABLE ANQYOR SPACING. MAXIMUM ALLOWPOLE SPANS AND PR�SURB INDICATED mot/ ,rs7 ^••7 r•• Hi gql +µ +1-,t4'INNIO 33 52.5" ]s. ss s:T' s15' 11.T &!s 10s IN SPAN SCHEDULE SMALL APPLY. 9Fp {N - A A IL 3. 181T615►AN 3CH�UL� WITH NEGATIVE rAE7 PNEL tM6TAulp RI urNN I U I IRM:NN 41 12 5. 33J" Q SS" .3" Q27° 9.4" 1y ,t j"'• _ �L .I]y, r�-,•u' v, _u.nw•,-.Tc-t -� N 3s (t 2. ENTERANCHOR 5CHEWLE aMEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE •7 e rv:Jw '''�" x. K' L A [n _• Y X fF rnwmrtw = 1 w �NnEAM U PANEL F SPACING OPM PANEL FNOM ixR'DOR A,,,E N 6:2r' 31.7" tl.lg" 9.3" 8.ig" 9.7' MATE RIAL, 6 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQIIALTO NEGATIVE DESIGN '-nett--49-7tA'' xL7A lr_ea Pe IVPL Mar Vnwr II'L' U.I W Y � 62 Q25" SO.a' 8�15" A9•' Q25" 9.3" LQAD'ON SHUTTER AND SELECTSPAN GREATER THAN OR EQUALTO SHUTTER SPMM.SELECT Lpa�yC51 asrvlicnaE POSIT. E SCHEDULE IS THAN ACCEPTABLE LM USE WITH W ,� dd 72 6.25' A3- Q2 ' A 2 9.3' CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON If ri nr.,r+-�..J:•"r. iS y>.s lO•••Y+a .� POSITIVE LOADS HISS TNMI OR EAWLTO Ilees l-I/n'wNEO 33 iz.s' ]s.a• I.S. 7.]• 12.s" 174^ s.Y' s.D' Q37• 12.1Y 4.g" 4.s" SPIFFY 2FOR IDENRF3GTION OF NMIECTION TYPE}. C O i [ " c• rq'r.'_aa-, �SrE•.Er.!•: s9:1'PQ•A 4•x NEGJtTryE OE!RgN LOA05. 4i A u ]rev sA1 TAPODIU 41 12:5' f5.6' QO' S.8' Q25" 10.5' 4.2" 40 625' 10a• 41" 4.a' d a,aw,s�.M:J ea JA:+.. I.Ia Ixa1 •an -I sv N'-1pR1•S.S. Smf'PMA eOLT OII 3. 'PANEL FASTENERS' USED IN �WUNCTION NRr}1 /1L MOUNTING EXTRUSIONS 2. 'PANEL FASTENERS ARE STUDS USED IN rF-I:YT N,:. Hann MI^ter Ahs®av-r J; smtr4uJ,r we INe Sage nwu r•OIA. NOtE 4s 12.5• 313" 11' !.0' Q25" ]D.7" s.l" 4-a' a23' 10.7' 4.1" 4.O" rF`-TRLCK,STUDDEDAWLE,ETC.). USE 6.25. O.C. PANEL PASTE NERSPACING TABLE VALUES FOR L� 4 6L n.0a. :,T.IL'LCItP:' iJt r._ CONJUNCTION WITH ALL MOUNTING EXTRUSIONS w/Sit wee wA5121lD VYtNvaJr C U:a „� , {[ A--.r..r g2 6,25' f2.7' 1.7' A6' &25" 10. ' 4A1 CC" Q25• 30 7• 4.1" 4.0" RLL YP-AND'U'-HEADERS (INCLUDING BUI3DOUT COI+O3TIONS). _u i•x- - ('p.TRACK. STUDDED ANGLE. ETC.). USE 6.25 ON Ares[ FACE a q_-'�.•�� O.C. PANEL FASTENER SPACING tA&E VALUES FOR H 7 2S' 0.7" A QIS' 0.7 4.1 4.a' 25 10 7" 4.1 4A" #. ANCHORS SHALL BE IN5TALI.®ill ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. m ALL W- AND -tr-HEADERS (INCLUDING BUILD OUT Lxn,:l ALL ro1Nf990LL0 sEf 41 12.5' 16.d' 11 3" 91" 115 ]6 0' 7A' 8.3 12:5" 16.0' 7:8' 6.3" r I ,. O I/a" r Yjw r.HV 33 12,a" re.a' 741" u,3'r 125 fe 0 8.7' Yr 32.5' 1e.o• ttT' 7.a" 5. HOLLOW BLIP( HOST STRUCTURE SHALLCONFORM TO PSTIM C90 BLOCK. 77 CONOmaA) 6. MUG M E EMBEDMENT SHALL BE AS NOTED IN ANODES SCHEDULE, F i 120011 3. LONAR INTERPOLATION BETWEEN LOADS IS � N'-30 A t' HAOAN[ Salta A 48 li S' 16.tl' 9.7' 7.6" 12 S 360" 7 7" 6.2" 123" 16 D• 7:]' 6.7' 7. MIMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STIICCD, FOAM, BRIO(, AND 071'Hd WALL b ; i q ! sn,D w/ wJSNeM'n a t y. qj�� S2 12:5• 16.a• S9" 7.2' 12 5" 16.0" 7.7•' 6.2" 12.5" I8.0- 7.7" 6.Y' FINS HER WALL FINISHES SHALL EE LINBTED TO U4' MAX OR SHALLBE VERIFIED BY OTHETtS TO W i v l I; BBB C F ACCEPTABLE, OTHERWISE USE MEET HIGHER LEAD. WtMDwT, LNG' D.C. a F•a: 4_ 'T• t1�� " ADEQUATELY TRANSFER LOANS 70 MC6T STRUCTURE 2 - w LiX In2 �.'� A21 O.3i DP^Tnre:. 72 11.5' V, vA. r tcaNNects eorron NIRM 6. CONCRETE ANCUiOPS NOTED HEREIN SHALL BE EMBEDDED TO UN tRAdtED CONCRETE ONLY. O 1• exrNVSuN` TO 0021 aesD 33 i2.S' 16,a' 6.4' }:9' Q2S•' 11.3" tA" 4.1•' Q2}• l0.3• 4.0" 3.7" 9. WHERE EXISTING STRUCTURE 6 WOOD flWaBNG, E)(L+IING CONDITIONS MAY YARY, FIELD tt - L K,.••.J, �dII9 GLASS SEPARATION NOTES: > ArM) VtNMiMArINAIt 41 12.5' 13.4" 5.2' 4B 25' A3" 38 6.25 9.2 36 '3 VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING ik ' h Ir I v: w,alO<, 4B Q25' 11 S' 4.4- 4.1 6.25' A2' }.5" 13' 23' 9 2" 35• 3.3 TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, (� . _ , :v; I. BETEL SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE y FP. 9; C?U.0 H lx.rK C.• I I xY V BORON MDUM 52 QT5 ]Q.6" 4.1• 19• 6:35' D.T' 95".3.5' 8.3" _ Fr4arJ I MINIMUM ALLOWABLE 5EPARAT:MT PROM THE OPENIIIG TO sE PROTEC'ItY1- T 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN M b1k1 "•w �g• 2Y SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. t001W a .a: 72 e.z5' 9.2° 3,s• 3.3' azs' 9.2" 9.2' Ss" 3.7' CENTER OF NO+BNAL 2° X 4` (MIN.) WOOD STUD (''/j EDGE STANCE IS ACCEPTABLE FOR WOOD n ■ ■ ■ 12"`•'`T s INTERPOLATION eETVYlBI LOADS IS ACCEPTABLE, OTHERWISE USE ME7R HIGHER tL'OIw Tr rAa ' L aAm. 5e91J �'te p�p it C FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G.0.55 OR GREATER DENSITY, LAG SCREW r A .-:.Y.'e,,: ; D's•r.•-Kr.: € LOAD. AIM) i■ a,a; �l _ SHML HAVE PHILLIPS PAN HEAD OR HEX HEAD. K �� .rut•: ova 'F tiLRss O-.. x1.= ii • 11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS SOLID -SET 6 BRASS allSHIN y, Ncx.v, nx: lust •' n. 3. MR INSTALLATIONS OUTSIDE OF THE MVMZ M♦0 OUTSIDE OF ESSENTIAL ra•. ceRN Tvot N IuOv 12. MACHINE SCREWS SHALL HAVE VT MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ,[x 1 tl lhll o-n'rA aX x^. FACILITIESEJE NI ASTM WIND 20NE51 THROUGH 3, THE SEPARATION SEPARATION /. tBlrrMe W KW HAT R � W ;, T SCHEDtAE I6 NOT aEQUERED AND NO MINIMINI SBAMTJON FIION THE EpSTNIG CONl9eR BAAplR of IVlif r1a ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIOEWAIUC BOLT) U.M.O. 1W Sw•3BJ.AFt', A•,Ir< .'>aJFT,`_'Y.TR.•_5 20-31549 ED. NalOtraaxDIN NWANr4YENINANINDII 20-31543 13. N10+OHM)MB48EDMBNTAND®GEf]I6TANCEIXCUJD�SSTUC�OAOTHERWALLFINI6HE5. 2O'31543 V ^, ar �I: I r r, rnJ-r•- A:- a rh."rc r v WOOD AAIU/If. SPACING TARLE, a INCH 14. SBE DESEGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. '!£TIA'r.rF, -I :y,••n :>T-rr - O vMIM ADI4ca,r TD & 15. * DIRER MtX1NT3NG CONDITIONS. ActA • - rrEss 1AAati I6. LINEAR INTERPOLATION 15 NOr PERMITTED FOR. USE WITH THE ANCHOR SCHEDULES LISTED ON -, B. /1OPT10NAL 10NBOTTOM CL09U0.E OTAA THIS SHEET, r E, •+3 rc. lJ 'N' u-,w. Aaa-i saeCu.L rm >z w GANt I .IJ> . _ M rrlK Z ' w, LCL '" ;{;;; ,,,, NY. •, LNE� I�v.et- , -;`. �>,. 8 s M OPTIONAL EGRESS PANEL DETAIL 5 � 3 't-`♦rr XrEL. YAW,Y.. ;rJY. `f.'�: ,+, a EKi.I: 1,.1:. n, <: II Ixwlllx,NLBAINI A L:rxrx L OPTIONAL INTERIOR FASTENING DETAIL INTERIOR FASTENING /'j Z 'aA"LRE ,• IRM:RAIrAH;I M[xNll .wt:IlOx N.T.S. I! Q J CL SHEET NO. SH 1.5