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HomeMy WebLinkAbout36420 Garden Wall WayAB or A.B. Anchor Bolt ABVorAbv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A. F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm, Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cemenfitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd, Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KNVALL or KWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear FL LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or PkL Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN orThik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR, Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES t•� REV. 06.23.22 i mmmm NM 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN FLOOR FRAMING PLAN ROOF FRAMING PLAN 6.1 6.2 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES DETAILS DETAILS SN1 S3 S4 -- — - DETAILS-- ---- _ -- — DETAILS DETAILS - - STAIR DETAILS S5 S6M ST SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. va ri•.a C9 N U3 A �• R Z a � > w CDO- t�.1 Lo '< d N ]C ...- LL- 3 i um rv�cm 40 C 70 O o. 5 a, 0 .` ;,�urutlurfnr , •`�� SE < �JO OF w r F '�• � O�G �� SStO��. o U111IIIIII000" � J To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q $ 04 v 00 C N mn rJ)NO� ik LL tIi y M v JLLLL LL D- a 103 Z C rn £ @gco 0: � O W Z�eA �sy MZd� N LOU Z 0 U) W �❑ z 1V z N V I v� CD O Un Ln .W 'W x x U �Q Q � o J E J�® E H <o �a Zo N &I °do Z �? t = �o � mg can UO�yU[ 4& TZ a� 0 L) 3 � 0 ZI�TU 0 C O i �cy) J 0 rn M ro 0 0) co 0 mLO N F— c '� C7 N O� O O Lin k Ch �N.. z c E 0 Iu ui U a -J ¢ p —J JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. C S ■ �1 L FOR 11 KITCHEN MIRROR O. BATH KITCHEN r 0 r; 4 co r INTERIOR DETAILS SCALE: 1/4" = 1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2"LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CABINETS BELOW _ ir- MIRROR VARIES ¢w j MEDICINE CABINET LL zo &) N to SHWR. SHWR. CURTAIN HEAD ROD 0 - 24" TOWEL BAR TOWEL BAR ON WALL ABOVE TUB OR SHVN TOILET TOWEL BAR ON BATHROOM WALL 7� SHWR. • •- co VALVES TOILET `4 SOAP PAPER ° DISH r HOLDER Cn TUB BATHROOMS, SHOWERS AND TUBS 5 Y DOUBLE RODS SINGLE ROD BATHROOM 2 42" H UPPER CABINETS -� 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36 H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE 4 CABINETS00 r; U. yH rn a 1'-2" 2x M a Flo & FRAMING- 1/2" GYP �7 BOARD - - _ 9 FI T CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" WIRE SHELF @ -� +54" A. F.F. PLUMBING LINE -� TO SECOND FLOOR HANSON BOX 36" A.F.F. EXTERIOR WALL W/2x4 WALL z w PAD OUT nzz U� U �U 000= >w 0 in 0 M B 11ok aiii 12'-0" 13'-0" 8'-3" X-9" 11'4" .1 '4' AC PAD OHB - H ■ ■ _ - -r-- -t NOOK LANAI I -- 8' 8" FLAT CLG. I- - I 8'-0" FLAT CLG. AFF - TILE _ I ■ } O i it I I 171 j 'a Via■ r� Oz I FAMILY ■ F 13 ) j - 8'-8" FLAT CLG. ■ i I Ip ( CARPET i - -i- E II 2468 8'-8" FLAT CLG. YI cQ _ 1'-0" TILE FLOOR G.T.-- _ _ _ - ~ REF. - --- 6 ` - ----- l ----------- - a 5 - - Cv I CV - 5'-71" 3 (3)2x4#2SPF 2 DINING GG STUDS w/ (3) 16d 1 NAILS @ BASE 8'-8" FLAT CLG. S3 00 CARPET - 0 TYF to 4'-2 " 3'-3" 42" H 1/2 WALL OR RAILING PER - SPECS FLOOR G.T. 10 U (3) 2x4 #2 SPF ■ I (3) 16d T-- U?D_ S VO- NAILS @ BASE 40681,STUDS ARCHPV DRGG --w/ S3 8'-8" FLAT CLG.Tj #I 2 S- Pt F TI ■- SUDSw/HTT16 Q AT BASE T �, al LAU N _ -PE NK C - FOYER W. - Q I - o _ - 8'-8" FLAT CLG. 8'-8" FLAT CLG. 1 I TILE I TILE - SW { c { -- -- - _ T-2j" 4,_0" W.H. 17'-10" BUILDER TO 35 6-74' 10 EDGE OF SLAB 2" - - 64" -- -- - N C - PROVIDE APPLIANCE D1 BEYOND WALL ■ _ PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS - 00 TO BE FLUSH. FIELD � I 8'-8" CLG. A.F.F. VERIFY------ I ------- -(^,,T, - - - - --- - - - - - - - - - - - - - H -t - - - - - - - - - - - - - 8'-0" CLG. A.F.F. I I W w z F - - - -y ENTRY '-0" FLAT CLG. AFF ftyt2»1 ° _�•:__�ATTICAIGQI; GARAGE ------ I F-L---- aJ 8'-0" CLG. A.F.F. J§i 00 TYP. @ SINGLE 8 STORY 4'-4" 1'-4" A (SEE AA/S3 FOR S3 STEM OPT.) r- - - - - - - - - - - - - - - - - - I I I --------------I I I I I I I I I K I I I I I I S4 TYP @ I I GARAGE I I o I - - - -16070 OVERHEAD DOOR 16-0" V-8" 5-8" 19'-4" 25'-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN 0 ib T &� TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL M O 1'-4"X1'-4" 'l SHAPE CMU COLUMN 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 4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H6 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.16 / -29.1 �F +26.6 / -33.5 GG SEE SN SHEET 140 MPH iiia NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 � X 25 } S.H. 13 20X38J 182'X37 S.H. 14 20X501 18JX50 S.H. 15 20X63 18 X62} S.H. 16 20 X 72 18 X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 381 26 x 37 S.H. 1 H4 27 1 X 50 g 26 x 50 S.H. 1 H5 27 } X 63 26 X 62 1/2 S.H. 1 H6 27 a 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 g 36 J X 37 3/4 S.H. 24 37�X501 36}X50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 � X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 3 52 4 X 37 i S.H. 34 54 X 50 g 52 X 50 S.H. 35 54 X 63 52 J X 62 2 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-A SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND TYP. 2x FRAME WALL BEARINGWALL 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 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 VR-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED e•7 av 0 ca < LLI _ • � m x N C 11 0. N O J EL o' o'CP 3 +o m'' o N 4Z -A c � �o a � \`\���11111111Pt'ftljr���` N �,... P ,• N S . w' U�o h Ile, O P� o ',zo ••......••'NPR �OFES310 \\ \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. 9) E M 8 0 CV N Q C u, LL w LL LL 2 Z a _ N rD Of m IL= N �za� N U °U0 a W ❑ ❑ v z z z n N V I(D z (a .O w �. Ln LLJ e- Q s� ti w M 'pp - R z• O U ►- ro x yo A " zE a�ff L 4 m 0 C Y QLL z yy�� VJ J (� W. W � 0 GCS b U W W c� 3 40 y� gL =3 -5 ' N== .2 0 J Lo >M 125 � � 0 .-. Cr O O U) �- C7 N O o o LO N Q 04 � E c � M N z f0 z 7 E O d �° a C U 0 p 4 ¢ 0 c JOB NO: 22-12358 SCALE : AS NOTED SHEET NO, 1.1 �42" KNEE WALL WITH 1x8 CAP & CASING OR ^" 36" RAILING I@�r � CONT. HANDRAIL \� 36" H. CONT. 3/4" PLYWOOD \ GRASPABLE RETURN TO DECKING RAILING 15 ,6, WtLE-LNTs DETAIL 14 - - \� - \� T B SC 131 PRE-ENG FLOOR \\ 11� TRUSS \ 101 1 x TREAD (TYP.) 3/4" PLYWOOD - 9 DECKING 8 6-7" " T \ 1x RISERS (TYP.) 2x4 THRUST 2x6 LANDIN _ s _ \\ 1, " t; BLOCK 00 00 2x4 FRAMING `� 1 V (3) 2xl2 5 \ 42" KNEE WALL WITH STRINGERS 1 4 1x8 CAP & CASING OR D2 Oo DECKING H1 3 � / 36" RAILING 3/4" PLYWOOD _ TYP. @ 6 1 BOCK UST 2x6 LANDING P%� CORNERS EGRESS2)25-SH D2 2x4 FRAMING in N TYP. STAIR SECTION X , 4 STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. andrails: 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 eturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along 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. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a phere 4 inches in diameter. nder-stair protection: inclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH , MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 CONNECT TC 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. 9'-0" MAX LANDING LENGTH V 3 D2 SIM. w/ (1) MSTAM36 @ BASE 1 L1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE G.T. --------- -=- OWNER'S SUITE 8'-0" FLAT CLG CARPET mi4068 6 B.F. ----- R---- /SH a 16'-1" 0(:�) 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 1/2 33 SH D2 EXTERIOR WALLS TEMP T o I I uB P SPECS. 2'-4 - -i _ - 5'-6" - 4'-4" _ 1 I A H I o TEMP. GL. i 8'-0'I FLAT C G I I ENCL. ON 42" R/SH Tl HIGH KNWL. - - -• 48x42 / RECESS S-2" 0" T 7-0"SROWEF 3 ----- I D2 ZtLE TO SIM. w/ (1) TA.F.F MSTAM36 @ BASE r 3"x22" TTIC IC la CCESS 8.0" F T CLG CAR T I 2468 I BEDROOM 2 - - 8'-0" FLAT CLG I CARPET 00 CJ L LLLU CL le ,3 ,* c" 0','J . 0U) V) 4 ffi WZ 9 ca S CI 0 Cl LO < W Cr 6 N w D2 16 r 3"x22" TTIC IC la CCESS 8.0" F T CLG CAR T I 2468 I BEDROOM 2 - - 8'-0" FLAT CLG I CARPET 00 CJ L LLLU CL le ,3 ,* c" 0','J . 0U) V) 4 ffi WZ 9 ca S CI 0 Cl LO < W Cr 6 N w D2 16 42" H 1/2 WALL 5068 V OR RAILING PER SPECS tA B.F. J 15 14 ----- ------ S6 13 (V R/SH TYP. @ 2 12at TECH eo CENTER T-3" 6 5'-8" o STORY. SEE JJ/S6 FOR STEMWALL OPT. ,°, L 1 5'-7" i7 0 n3,-3' 11 10 T-11" 9 8 -' �6�0 I i 0" LAT CL TILE TO 7A.F.F. _ 7 2868 T TIL 6 I � I c CV rp 8 N N 4-SH BEDROOM 3 D2 8'-0" FLAT CLG SIM. w/ (1) - - - - _ G.T. - -_ _ _ I _ CARPET MSTAM36 @BASE 11'-2" 2'4' I 11'-6" ------- G.T. - --- I------� 00 b BEDROOM 4 8'-0" FLAT CLG CARPET 25-SH 9 �GRESSI O D2 22 D1 -11" I �II I 7I-v al m 25-SH 9 EGRESS D2 H1 B I. 25'-0" I I I I I I I I I I I I I I I I I I I I I L--------------------------------------- SIM. w/ (1) MSTAM36 @ BASE / ,7 \ REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" 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 (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 HS (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 a +26.6 / -33.5 �G SEE SN SHEET OH SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25} S.H. 13 20X38J 18}X37J S.H. 14 20 X 501 181 X 50 S.N. 15 20 X 63 18 4 X 621 S.H. 16 20X72 182X71} S.H. 11-12 271/4X26 26X251 S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 a X 501 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 S.H. 1 H6 27 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 J 36 2 X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 2' X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 J X 25 � S.H. 33 54 X 38 52 2 X 37 J S.H. 34 54 X 50 g 52 � X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 � X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-A SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. 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. @ 8'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) erg N erg N ca ' N cn � c 0 Z >� c ►+- a 3 °% ar 0 a 60 T Ir- FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS12 12 HDR. HGT. '-0 FLASHING DECO 1 12 SHUTTER DETAIL 25 SH 2ND FIN. FLR. T.O.M. T._ OM..GAR. /ENTRY ___ ---- — -- HDR. H SCORE STUCC 4 60 ip N FIN. - EXTERIOR PLASTER ON FRAME �- 25 SH 12 ------ -------3------------------ -- — ai 'CJ /WEEP o�onoaoo �� DDIE] BANDS El Ll E�] El ILI E] D El 16070 OVERHEAD DOOR Jubd FRONT ELEVATION - A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 1EXTURED 'EMENTITIOUS =1NISH ON CMU SCORED STUCCO BANDS 12 rr 12 5 - 5 SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = V-0" SCORED STUCCf BANDS y 1'-6" DECO SHUTTER SCALE: 3/4" = V-0" T.Q•E------------------------------- 7— HDR. ------------------------------------ ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- ------ CJ CJ EXTERIOR PLASTER ON er -� -- 25 SH FRAME I. FLR. T.O.M._ GAR_ HDR. HGT. �I �I V,I I BANDS SCORED STUCCO FIN_FLR.---I----------------------�---- FLASHING -- ------------.—._—_------ CJ / WEEP _____.-..._._ 35 SH — — — — — — — — — — — — — — — - - - - - - - - - - - - - - --- 25 SH TEXTURED CEMENTITIOUS FINISH ON CMU --T------ RIGHT ELEVATION - A SCALE: 1/4" = V-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. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7,1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt 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 en N O N Cii c 0 Z y ... t C= to C.O N -- m x w �LLa VlV t Y! CO 4 N X O7 a� E c a � •� u m mc o BOG •�= �+ h CL =E �o V i i tl rrllJi/�� �\\N1t��l WN G�NIS '•� .. U �6� r rry FL 0F E S S1`0; jrrjlllt� o the best of the Engineers knowledge, Inforrnadon and belief, the structural plans and spedflcationa contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U1 lW- $ 8 v 0 Lo N W C N A 2 � w J LL Z 0 �LLtL aw o �_ W �N� o W °' °' Co. t Z ILW 0 N Z N Z O U vvi pp z .Z Z n a Q1 N ft3 �U W � 8 /�i„ t+ I U L u.J J U ¢ Y • Mass E o oLL go Q Z S E g ggy= W� W CUx C No oZ >Z Z N Jb iZ W az N ° Co = C'7 J V m c� : M o cc o H C Liz o '2n 0 0 .� O O Ln ' = ('7 N o E CD r 1 0.0 _ Q Q p c JOB NO : 22-12358 SCALE : AS NOTED SHEET NO. 2.1 00 oQ FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 EXTERIOR — PLASTER ON FRAME TEXTURED — CEMENTITIOUS FINISH ON CMU r. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� VENT --- ------------------- ----- 1/2 33 SH CJ 12 �5 (2) 25 SH EXTERIOR PLASTER ON FRAME 2NDFIN. FLR_---1------------------------1------------------------j------ HDR. HGT____ CJ / WEEP 35 SH FIN. FLR_--- j-A----- CJ REAR ELEVATION — A SCALE: 1/4" = V-0" 1 TEXTURED CEMENTITIOUS FINISH ON CMU — — — — — — — — — — — — — — — — — — — ----------------------------------- ----------------------------------- CJ 25 SH L 4' OFFRIDGE VENT - 2ND f ------------------------------------------ FLASHING � _ �— — — — — — — — — — — — — — — — — — — — _ _ _ — — — — — — — — — — —T— — — — _ _ T.O.M. _ _ _ CJ /WEEP T.O.M.GAR./ E NTRY HDR. HGT. O 00 ------1--------------------------- I - - - FIN_FLR. ------------------------------------------------------------------------------------------------ LEFT ELEVATION — A SCALE: 1/4" = V-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 covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-l" 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 C 1861. 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 N 0 ' N c C Q i O L C20 O C e9 CJ N � coo ViL N.� N � a N a3i 6 � c �dCu GI yam•`-- >, y B. c E is v U .7 fit/ 1/ \`xo\t11111 SE •'•.- = Q �GD. OF $ ///1'YOFESSION`` /:11111111 o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. W $F� V N 69 M � 112 LL Q N C gs C J LL 2 u- W �u SS a _ 0. OCm W°_' 0 °f m CL N Z d 00 W 9 z W [313 z v J — d- N fn z c� ro •U � V) c I.iJ J a M M LZL 0o E zo g >p aR z• EU 21U Z ~ N rU a 0 d Q= Ix �. cYgZ W aQ Y J O n C �� r Z o W a� � 3� 8 4 a 13 'R zI°d U 3 �0 J 0 rn C9 0) co ca 0- 3: 0 M Q N Ln N Q � E C M N T z° m E U 0 ai c a JOB NO : 22-12358 SCALE : AS NOTED SHEET NO, 2.2 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. 150A1200A INDOOR PANEL CENTER 10 s14 to lights 8 outlets NEMA 1 10 N12 to appliances and GFI 150 AMPI 200 AMP 10 #10 to wH 10 N8 to Range 10 a6 t0 HVAC METER 150=2/0 200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND ND D ne ct __,i SERVICE BY POWER INTERSYSTEM 4 Bare Cu Ground BONDING 04 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 GENERAL ELECTRICAL NOTES NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type Installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined In UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI ILL 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 FITT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET rwl HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX CH PB SD USB 02 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR III 3" VTR III I, I I I I I I � I \ III3" VTR I Off I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ITCH FOR POSAL DEDICATED RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD DISC. WP GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS FI `1--DB & GFI TO ------- I BE ALIGNED VERTICALLY I I COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / '� PER SPECS 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. I I I I I I I I I I I I I I I I---------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------------------------------j SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN — ELEV—A ELEV—A a+7 cv 0 ca — .o Q • V) 'C� N t Vf O 3 d w co c r� c E ea m a � 0 N N cg c2 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages beating Engineers signature and seal. W M gam$ N 0 0 n 0 � at M v ,e Qu-'.u- 3 . a — a 4 0 W _ �pjQ' ILL W m w 0 0 Y 04 O U U W Cfii Cp 0 Z(14 o z Go ti 2 (n V) a Z: 3 ty _U' (10 LL N�U LU V) V) c 0 w LL_ E zo aLL >iy z0 EE E U Z - as &� a; �$g � < y RZ ms h K 2 yy C >t5 Z VJ � ab fy dz U �ii J 15 oL U Ti M J M 0 CID Q (n o N m c I� .� O O V) NQ I r CM N o Z Z E 0 c a rJ JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. 3 - rs� �f� ems• - I w ti�A 5:112 SLOPE N in r -0" ROOD, F VENT Z ZONE-2 o W g S ATTIC SPACE 0 O 1170 SQ. FT. w a- O J in N i w a '0 V/ N i 5:12 SLOPE 5:12 SLOPE. Lu J � Iq N 5:112 SLOPE 5:12 SLOPE Lu ZONE-1 W 0 ATTIC SPACE' ' 9 316 SQ. FT. I I I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED - UPPER VENTILATION PROVIDED 1/150 Rule Ridge 1I300 Rule Off -Ridge (No Upper Ventilators Vent Amt Req.) (Must Provide Upper Ventilators) (Ft) Amt. -- - Total Ventilation ATTIC Provided SPACE SQ. FT. SQ. IN. of SQ. IN. of SQ. FT. Total SQ. by Upper of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN, of ) I vented be provided (See Elev required soffit ventilation soffit by upper Ventilation Ventilation needed required needed I ventilators Main -- - ----- -- 0.0 _._ 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper Floor - 1170 1123 160 562 - 40 -_ 281 10.0 1.0 288.0 (Zone 2) 150.0 138.0 _ "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: %4"=1'-0" e.� N O N GD a> Q � W V ah C O y N ow N L E'' C ao ; in ca eoLa �. s C E O U O `oti Ft0 WIV V •�' r FLO 4� 0 F E S S I O, / ll"It 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 v O M o a N O m N r OD rn�0� q tii co a w LL N J LU Is (� 'rLLLL WLLW a Z — r a Y Mpg 0 °' °' m 09 LLWco =04MzJ� V Z W El 1:1 0 Z N Z Z f; Q d U) C9 N .0 O LLj 2G c w = Q se o Cn 0 LL E HR pp zo Q z pp ra C� o� n °z a % ig z CX � � i� z(; y,.f' J (�) • � ZNZ O �3 8�� U Z W� NLL In >M J O O! c� Cr a 0 W N LO -� (7 N 0) o o Ln N Q � w W L M N 7 0)T' o Z Z E E C JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. 4 s a \ ♦ ♦ . b. Le -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL Z 0 Q 0 z D O Ll. Z 0 Z Z) 0 tL 0 l; ;o v Q CO Qk� TYP. @ TWO STORY ri 12'4" 13'4" Id 3'-5" 5'-2" 3'-5" _ 1 V-8" AC PAD L TYP. @ S3 PORCH rINDICA-- — — — — — — t T S FILLED CELL I"w 4 w/3000 FjSI CONC. GROUT I O ' FROM R. TO BEAM w/ (1) I #5 REBAR ERT. ABOVE SLAB. I ■ v1 I TYPICAL@ ALL PLACES I 6-10" 5'-10" ISHOWN. HOOKED FTG I DOWEL w/ 17" EMBEDMENT I w/ 25" E . ABOVE SLAB. I 4 GRADE 40 STEEL I I C.J. 1 HVAC CHASE ■ BASED ON - — — — LOCATION 3'1M PROVIDE 1 1/2" RECESS FOR SGD ■ i I I I 1 S3 REFER TO MASONSI SCOPE FOR WIDTH. I I (n ■ (' O11d 1 1 I I 'no N L� I I I • 1- _ f C.J. - - - -7-� r I 13'-8Y„ 3Y2" MIN. 3000psi CONC.— SLAB FOR HERNANDO I 1 d COUNTY ONLY. 3Y2" MIN. 2500psi CONC. SLAB I ■ ■ OVER 6 MIL VISQUEEN II VAPOR BARRIER I GG TYP U UI S3 I III I I ■ III i I L_ 7'-3" 1'-0„ `r ■ PLUMBING _J 1 STACK --,I I GG S3 _ o `rr 13-1" cO STUB UP TO 2ND FLOOR LFOR I— A/C �J —a — — — — -- 0 ip M -v I \ w~ C r z 1 S3 2OW 1 179" >Jca I oQw ■a� 0< J V xU >w ■ I CS CS TYP. @ c� SINGLE r STORY ■ I A I S3 I 1 (2) #5 VERTS Win FILLED CELL / --- — — — — — — — — V-8" 16'-0" 19'-4" -3 J 73 ■ I .J. — �—■ 3'-0" — — I 2'-6" x 2'-6" x V-0" w/(3) I rrrrirr#5's E.W. irrlrfft f rn I 1/2" K S3 1 iv 1 4 l PROVIDE 1/2" X 9 I N 3-11' 1'-6 1/2" RECESS FOR ■ FRONT DOOR o -4" I w' �I TOP OF CONC./ OJ PAVER TO BE 4" T BELOW FIN. FLR. I ■ M — 4,-4„ 1, " co I � L I S3 ■ TYP. @ w ENTRY a I O U I o (2) #5 VERTS w/in FILLED CELL J ■ V-8" 5'-8" 2'-6" x 2'-6" x 1'4' w/ (3) #5's E.W. �t 14 00 00 00 N in Ur) 0 � 1 oQ 'It in 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. �f o Uz O NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION — ELEV—A SCALE. Ya"=1'-0" M N 0 c cc — � m a O ✓ CJ G .vmN ax N a, C7 r9 C'V Y �d d Q :5 C >E�� u '3 eo A "e c o d U ,,,`,11�11l11!! .••• •' • ,CGS" '�, J `� G O[ • �hLC) pi O�7 To the best of the Engineers knowledge, information and belief, the structural plane and specifications contained within these drawings comply with the 2020 Florida Building Code - Resident el 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 0 N C�M0� M d 2 � U! ° —gC,0 �0 mN� W Z ILLLW � c�z d Z OU L) Z, Z Z a _ $N Cz- O � $ _(D" In (n C � a A _W o N w 2 J ti ao a4zo �R a E U ~ o0. Z C NM d i dh s0 °�o 04 ix� u�gO CnC .8 g� iz z � J b �y d W LL a N W W ir Wa �o p J >M rn B m c9 co 0 < (n m CON � = LO � 0 -a � 'n C7 04 0) O LO N Q T ui M N o Z O y m a U J C -� JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. 5 12'-0" 13'4" 2 1 TYP. @ Q2 p2 CORNERS F73GE 4 00 N 0 A @ 24" O.C. MIN. 0 J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 1 ED 0 Ch FT7G FT .. N.. 1 TYPED RG. WALL L1 S6 a 0 0 3 m FT8G FT11 FT13GE i • • • TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL (2) A TYP. U.N.O. 35 22 D1 9 (2) A ?CJ1B CJ3B o0 to X�j FG3 W 7 r C_ co co A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) Ii4Ut 5'-8" RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. AND SPEED (ULTIMATE) VIND SPEED (ALLOWABLE) :XPOSURE CATEGORY 140.0 MPH 108.4 MPH C CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SPF FASTENERS SYP SPF SYP A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" EFFECTIVE WIND AREA (SQ FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG. [4:12]-[12:121 a=oft —�-- --r— a I Q� 1 I I I G) j (D I I I I I j 1 r I j 1 I L I I r r �+ `'I �`` 'oft ROOF > 20 TO 45 DEG. [4.12]-[12.12) 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" AREA ROOF 1 2e 2n 2r 3 3e 3r C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" 10 HIP 35.94 -49.57 -49.57 49.57 D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 t� E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" 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 (Sd) 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: /e" EXP. 1 (2V18) ore' EXP. 1 03,1,e) TILE: '%2' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS '� 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE 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. 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) 5"TITEN HD ACHOR BOLTS 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 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT T 4 7SCREWS MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS —� @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING • ' ` .` ' SPECS. INTERIOR S H EA R WA L L @ TRUSSES STEP—DOWN, WALL TO TRUSS 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 3-112" 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/ N SET w/ 12"MIN. EMBED EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ ( 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" " MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ALL EPDXY ANCHORS SHALL USE SIMPSON NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES ON THE OPPOSITE SIDE OF THE TRUSS, "SET" OR USP CIA-7000C (SEE MANUFACTURES 3/12 &LOWER. WHICH COULD SPECS) FORCE THE PLATE OFF OF THE TRUSS. REVISED 12.02.20 LOADS -- ROOF = L 1360 FLOOR = L 1480 W/ 3/8" FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR CARPET AREA'S MAX DEFLECTION. OC FOR HARDWOOD &TILE AREA'S & 24" DROP HIP DETAIL SCALE: 1/2" = 1'-0" 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (••). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS ello, INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-VON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP, AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2e CARRIER—} (A) x CO T LEDG R SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y4'=1'-0" O tt� 2 O co �• i cos C m N Cp O in .o cv s rn y o m Q =N m v'; w A O 3CcT A V1 Q c � o f ��, `t�!!t!l4iilillq .; ,. 0. OTC W F l.4 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Rordda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. in W g A8 N O C 'p ur4i A! CO tV O^p �' �► W A Z C4c q J V W u Z U. a. a 52 L l�ati �. N cD 0 °' Z04M ILW °' to ¢� = OU 0 W C0 pp 0 z C', z U) Q N z Ora o Ow �N LjLj I MID of Q' o M N io YYY pp Q EE W K aE zo E V 'Yo 520 z C 3 E ao � 42 L yS QO _ ro C N 0 65 W1I it s S2W Z W J m �a C7 co O O .-. Cr Cc (n .2 N � Ln 'o O 0 N CY) O O Ln N M z z E O r c a E cg 4: ¢ o c JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. 6.1 0 N 25' -011 19' -4i 1 I 4 1 _814 (2) TYP. &I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WINU YHt55UHt ANU SUL; I IUN (F'Sh) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n I 2r 3 3e I 3r 1 HIP 1 35.94 1 -49.57 1 -49.57 1 -49.57 1 1 dm 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 —-----�— �\ O i I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k �„ I 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 I 1 0 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I ROOF SHEATHING: l O I 10 I SHINGLE:'/e" EXP. 1 e%) or 1%2" EXP. 1 6e) I I I TILE: 1%2" EXP. 1 (3Y,6) I le I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Bd (2 %" x 0.113") NAILS I I I I J r r L 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED #- WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4.12]-[12.12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. to UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP 5PF 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 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 1 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. 126)10dx1-1/2" HTT5 5795 518" 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 21/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 "" 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 "" 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)114" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1HCP2 1010 605 12-10d SPT24 1090 12-10d 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt 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 ;ARRJER 2 x CONT LEDGER "�A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" C" CV O •• eV CiD o Z > u�a o r Q Q Ck.L_ �- nn m >c W a y ce 4 y N Y ,go � Ara 217 w C A c a. i i��{,1,11tttHNle�j Gt0 W/y rim FLQ�" 40 X �bRC'"CSS10 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 Engineers signature and seal. V) E $ N O0CD 0 LoM h (nN0 LL ai a) M V J L-,j aL a. 103 _ —a a S2 t cis g p f � m cv �D O � O"— m g W u� J- M Z d ~ I ILW N OU y = W ❑❑ M � V z N M Z z F�- U) d h CAJ w u � m — � C) O w c f� w_ U • r- zzq w z J SLL z0 W V V UO O Ei z z Z CV w L w� 4p ¢� %g ro N C @ ZZz �o Z u�o � d >� i s zZ W T3 LL� 0 .2 C) = M J o co ca Q Cr _ m Ln cc N O O LO E Ch N Z m E O a r E c m 'a O U _j Q O JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12• Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O a e vertical loadSafe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS E Rawm IN: :0 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID ' U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE " N.T.S. M. f UW All 11 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY U 16- BM T tNOMINAI, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-T-T precast lintels - 3500 psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. (1) REQ'D d ' CLEAR ' ALTERNATE POWERS STEEL LINTEL 4 • .M.U. #5 REBAR AT TOP •• • MIN.(1)REQ'D 1-1/2"CLEAR a A c GROUT (n d C.M.U. ° 5 REBAR AT • BOTTOM OF LINTEL CAVITY 0,m w ; o OTTOM ¢ V REINFORCING Q a' 7.518"ACTUAL PROVIDED IN LL . NOMINAL WIffFH LINTEL O 5 REBAR AT BOTTOA (VARIES) (~n g u' AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL 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) 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/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementltiuos 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS 'CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE otiSEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" (D (D F-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL O 4'-6" LL MIN.B 6-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-0" a' !V O cw Cta � � ar Z :r G7 L µ' Q P L L O C at7 C� N (a o W = oa W W m u Q ,cc .Q,ao • u ar N Q � E 0 aL) 4 ;+ �. ',, N J• . 6• L \� .�� FLO To the best of the Engineers knowledge, Irdormabon 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) E V 0 O N 0 IDW C r a Q LL LL . a Y ow L��(o W Of ILLLW pj m Lu Le Z v N O Ci Z W vVi 11 Li _z g Z a�S z Q a � ti V) rNi Z � •o �4-J U LL LU 0 tJ1 LU V) �� c U) r (n ■ U -E8. I d Of o ze Q - o Z g mp •w0" r`p$ C Yea O Z�c J �ab 8 �� U WT U gwg 3� k S25 Q =I< U JC) >M Oto 0 ca o M a. w s N m U-) 0 c o o o L0 N Q C14 Qy N z° Z E 0 = a U _J ai a o _J JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. 7 C IJJ v 0 i 3 a N L' 0 9 0 O+ 3 0 E v f2 CL CP li Q N N N i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)t INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1, 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1. 1, 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5, UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 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 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 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 OIL + 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.REINFORCINGTEEL HALL BE ASTM A615 / A615M-12 MIN. GRADE 40 f = 40 Ksi S S y 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Yi' yy/" CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" 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 A36136M 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 SE 0 THE CONCRETET F SPACING AND ALIGNMENT NMENT ARE TO BE IN ACCORDANCE G WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 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 A5W, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318,1-"A permanent si n which identifies the termite treatment provider and need for re -inspection and triatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler ssyystems including all risers aand heads be installed 1'-0" the building spray shall nt5t within 01 side wall. 4. FBC-R R318.7- To provide for In for termite infes�a�ion, between inches. wall covering and final earth grade shall not be less than 6 Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backtlll 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, forms. Permanent forms etc., shall be made with permanent metal or plastic must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1,5 C ncrete nverpou and mortar along the foundation perimeter must be removed beore exterior soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R3181.6 - An exterior verb I chemipal barrier must be install, after construction is complete, includingclandscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before will be issued. a pest control company a certificate of occupancy The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. icy - W -cs :L 4J � m ^n C. a, o •5: Ec d O K a u 3 3 0 is ro uLa N G. Jo c � ^ o d � w 1�otffus'trrrr � vilb • `✓ < ' �$ U ao of LF - ? �J FL0� •� 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 W E 1 OD d C NmC) G u- W Z 79 co a i ; A i�o> Z u04 r'Z d UMW I� N J OU � N =V W ❑❑ N z Z o .... J N z 0 �+-jLU N D 0 g U c 0 ti M � 2 I J E 8� Z t- 9 6 3 Z E I; M 4 ZN� og� 3 0'� W�3 U0X, o y= �3 �° $� Q 2I< ud .0 C:) = M J O120 U� co >A :3 0 I� C:)> O Ca.. U) 3: N Co C LO c`o O O O LO NQ 04 C14_ T E M N T 0 Z m E CD `2 :3 A c a v a o JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING I'll CELL STD. 90° HOOK BOND BEAM 11 kn = w STD. 90° _ CONT. #5 BAR I HOOK �� BAR CONT. 20M )UNDATION HIGHEST )ND BEAM Ivytvv L1L^IV1 0 t L__r SIMPS( w/ (22) - NAILS 1 5/8"D THRU BOLT R TRUSS OP PLATE I.0 SCALE: N.T.S. SIMPSON MGT w/(22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN J.-:PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D i '��SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN 1 _- COLUMN AND _ CONNECTION TJI TO BE CUT TO ALLOW —.- NOTE: .-FOR BLOCKING/TJI .;;, UPLIFT VALUE IS BASED ON MASONRY WALL OR �1f15�,_, INTERIOR BRG. WALL S.P.F. �. .? TJI PER PLAN OTHERWISE SOLID 1 BLOCKING TO MATCH # OF 2nd FLOOR LOCATION OF Solid block all posts from \ above to bearing below. STUDS SECOND H10A SECTION @ INT. BRG. WALL (WHEN DOUBLE JOIST CONSTRUCTION �� ;- :�� � SIMPSON H10A ` REQUIRED) (Not required if both loaded equally from above) N.T.S. NAILS Filler Od x 1 1/2" Filler blocking i 1/8" min. ) Small gap 2" min• UPLIFT = 1015# + i 2" max. 4 max. Web Stiffener Fastener Schedule 1/8"gap TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A �i Joist Bearing Location Series Depth End. ]_)ntermediate INSTALLATION ®' 9-1/2" 2-8d z-8d INSTALLATION i -- BCI5000s I11-7/8" 2-8d 3-8d Clinch nails ! 14" 2-8d 5 8d when 9-1/2 2-8d 2-8d BCI 6000�7/8" 2-8d� 3-8d possible BCI 6500s® 14`' 2-sa 5-8d_ ._l fir' 4" MIN. EMBEDMENT V 16" 2-8d 6-8d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3-8d I °o SIZE AND QUANTITY web -flange connection. - BCI 600 14". 2-8d 5-8d o - OF FASTENERS 2) Block solid between joists for full length of span. Tight tit 16" 2-8d 6-8d o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 71$" 3-16d 3=1.6d ° 2x4/PlywotxUOSB web stiffener 2" min. BCI 90s® 14 ;_5-16d 5-16d o i 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. required when indicated or 16" j 6-16d 6-16d 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - CROWN STAPLES 6" OF THE JOIST ASA REQUIRED LEAVINGY" GAP TOP sides b 6" , - Hangers with side nailing. @ 8 @ Y -Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. (NOTED THUS:—) DOUBLE JOIST CONNECTION - Birdsmouth cuts' N.T.S. - Under dfloor column w/loads N.T.S. higher than 1500lb METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-011 - CD STUB -OUT FOR 0 V-0" o o 0 GAS METER = U N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" 1 SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. V-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1I T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 panels wood1-1/8" 2 x _ + 5/8" or 3/4" wood panel 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 2 x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 1 Od box kor--20 areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa —Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d1 nails at 6" o.c. "T= Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at Vo.c. for all joist blocking panel "Non -stacking walls require additional consideration. t 12 31 Err A 1Yz" ROUND HOLE MAY 6" 6r' L DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Ny" 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. N.T.S. Backer block (12" wide min.) Nail with 10-1 Od nails. Install tight to top flange. Joist hanger \ `~ Filler block. Nail with y 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 i � "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 -JOISTS BUCKETS N.T.S. TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ SEE PLAN FOR •. a . . FOUNDATION INFO ` • a STEM FOUNDATION GRADE i—REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION t o e d • d rr TTd o T. dA. 'gym • Q 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE e SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION A d Q�J C 4 d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE - da. a dv L ` d — a d .a d — Tr � a SEE FND. PLN. SIZE & REINF. M N 0 N - U3 c+ 9 W -= a C 4 G W �- N <d G7 In � N L N � C 4 N Y a> d uz u '3 Ca m d tj > u 41 N C m � 0 a?,o W/ ,. - d `\O�J t ' OF x s �, e,,O�ESSt0 To the beat 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 E 8 0 d$ S r Q w8 w LL 0 J -_ W mt1t+ a Z roC� 0; W pgG OOc 2 Ag-Mrn `5 N Z = N OU W ❑ ❑ z z d N Q� iY U f13 U a �� 0 W p fs,V Ul �N c � '3 ' W x I U _o o U_65z E aR pp Q OU oa s o z tro �� 20 0� $ z $U N � C L <� m(j Z N c J W� N g OW r- yLL z LF g� V ued °slw u 3 J >M O CU O p d- (h_ LO �_ Co 4-0 O 10- m O N N L0 N Q3 coT hi m:3 0) M N o Z E 9n r a O U Q O c JOB NO : 22-12358 SCALE : AS NOTED SHEET N0. SN 1 U ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES TY 5/8" OR 1/2" HIGH--` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 'I @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C, WALLS I INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL *1F 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. if, (12110d NAILS U.N.O. 2x#2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) 10'-0" (R302.11) ---- - -- -- -- -- -� SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" 11) REQUIREMENTS SEE R905.1.1 1/2" GYP, WB MIN.) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" ( z - -- -- -- --- -- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. " "EDGES, AND @ 12" O.C.,. @ FIELD 2x P.T. PLATE 1!4 DIA. X 31/4 TAPCONS @ 24 0/C & •� SLAB &BLOCK SIMILAR AT FOUNDATION ONLY HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E- - -- .__._ _ - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON INCLUDE THE WALL 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL, UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH " `°' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE - -�O.C.R 5/8"x10' WE MOISTURE BARRIER > • A.F.F. DGE ANCHOR 2�r x 6 W1.4 x W1.4 ATTACHMENTS 2/„� 6 x 6 W1.4 x W1.4 r @ 24" O.C.) SHINGLE ROOF, SHINGLES TO s . CHMEN S WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE III ASTM — — — 0° p ..' —1 - n ELEV. 4-3 1/2" �31/2"MIN. �31/2"MIN, D7158-CLASS G or H, or ASTM ; — -I A.F.F, c • ' — 1 /2"(min,)- 4" — 1 /2"(min.)- 4„ D3161-CLASS F, IN _ ° — — 2x4 CONT. I� I� ACCORDANCE w/ TABLE �_ — 3 �, n ° _ — —rr «, P R905.2.6.1 FLORIDA BUILDING °O ° •' �. 31/2" min. CODE 7TH EDITION (2020) err _ TI— GARAGE DEPTH VARIES 31/2"(min. - 4" ) - IAL ROOFSHEATHING-SEE 8 � - RESI'r' TR rrr rrT1.1„ � SCHEDULE - Ili - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. U.N.O. 8 • FRAMING SHEET FOR U.N.O. MIN. FREATHIN HANDEFT FASTENERS WALL W/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK"C� TYPICAL BEARING WALL � STEP KCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA '2x SUB FASCIA •SEE STRUCTURAL SOFFIT SHEET SS 8"x81IX16" KNOCK -OUT BLOCK W/ 1#5 CONT, FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN :4"x4" FOR LOCATIONS) 1x4 P.T. BASE NAILERiz INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB 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 iv ' ° I+ _ � ° Z ;0 M d 6 MIL VAPOR P — - � T _— BARRIER _ — C • — r COMP. SOIL. (COMPACTED TO 95% _ MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" 1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS �. z C;l� _ to -, r SEE A/S3 OR J/S6 xTi T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT,) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QGs'S�ECS�cJ�� NAILED W/ 8d COMMON NAILS @ 4" O/C 2xS.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o OR M s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'-0" (R302.11) 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ SEE SECTION CIS3 FOR INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT, IN FILLED CELL 10'-0" (R302.11) SEE CC/S3 OR 1714 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP, WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6' "J" BOLTS BOLT PLATE x W S BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 " wl (10)10d NAILS �, WEEP SCREED INSTALLED +�+ END OF 2" x PLATE WWF OR FIBERMESH TYP 2x P.T. PLATE PER MFR INSTRUCTIONS w ASSUMED FINISHED E #3 OR #4 REINFORCING BAR n ° p. P a ° GRADE p z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi CL 1—� p p FINISH GRADE aO [GRADE 60 MIN. Fy= 60ksij _ �► WT� o MONO OR STEMWALL ac25"MIN. LAP [30" MIN. LAP] w�_.. °pFOOTING MONO SHOWN FORCLARITY 00 6 MIL VAPOR BARRIER e. ° — i- R 1 7/8" `� #5 REINFORCING BAR �Tr l 1 D i Ili I u-? u� l d11 1 #5 LAP SPLICE - 2 #5 CONT. NOTE: 1' - � � .I I I I I I I � I _ - • �"- � 38" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS OR BEARING WALLCOMP. SOIL. (COMPACTED TO — ° P 8" *=1 T 95% MODIFIED PROCTOR ASTM — �. 10° ) W/ UPLIFT ONLY D1557 #6 REINFORCING BAR #5 STD. 90 HOOK 4„ V-411 _- - #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4`1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. 53 SCALE: 3/4"=V-0" S3 RI AR INFORMATION- SLAB INFORMATION. 6x6W1.4xW1.4 WWF OR .T■ GRADE - -- �u 1 I!'lyl'� 1 "II�IT'��i'l�lll� ► ► • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E N' T a CO co A 4„ co T 'A • t. SEE A/S3 OR J/S6 FOR REINF. INFO. I 3" MIN. CLEARANCE 1'-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. FROM SLAB 0'-0" J CONT, BEAD SEALA� a INTERIOR A. 4 -31 r• ' CONCRETE NAILS W 11 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB n. m A M 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.)� I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & I CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w C ¢ SCHEDULE > w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o LU CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM, PLATE SEE DETAIL 16/D1 FOR w/ 1/4"xT TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT > a w/ MIN. (2) #5 VERTICALS E FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER o 0'-0" FIN. FLR.A COMMUNITY SPECS SEEF UNDATION ..M •' 411 411 .. INFO, INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING rCD12 SCALE: 3/4"=1'-0" S3 SCALE:B/4"`I•-0' SEE A/S3/J/S6 JF`r,:;�''T" `L 8" FOR REINF. INFO, 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. KM SCALE:3/4"=1'-0" 53 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS S TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' M OO ZGRADEn TT­i 0J III • z= II Uj - w E=aww --III wcn= 8 o z z III_! —,III '. f -_I 1 -05 I IIII I_ ua1 FOOTING J U BEYOND '; PAD REINFORCEMENT —/ - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O ` N Ct7 q Z d� W a .= N m O .... N d CJ J Q N � 2 d r ,✓ a ; m i0 y ao � d` C cm N G a w °`s°01111i111f// N - Cl vp n �: •�� n •� el, w FF LO ON N\`\` To the best of the Engineers knowledge, information and belief, the structural plans and specificatlons contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o 04N p ti � I § J 0 d) Q � C,O ik LL ej m Z JLLIy W swan o m _. LLW 0 N Z d J k N OU � N = W pp 0� z z a � M Fa w — O � c LL J Fa V U c 0 o M o EO S° z® E N 8 W °. z t� ro Q ro �g ;vS ro m= 0 z7n� sW c� • Z W�3 � J CID >M O rn �o 0) co C T CU O Cr O U) CV c LO m O N //�• Q CD E m7 O ch N N r— z° a E U L ?: c Q p JOB NO: 22-12358 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 EVENLY EXTERIOR FACE OF BLOCK „ 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 vARIE9 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 54 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d 11 (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 Ull 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.) \--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 } #5 FOR CONCRETE PLACEMENT �I!!i�lliili■IE'!lIAI�!��I�■ • •- • • , •- • • I 1 011111 fll III■■ III Ilil� III -- ■��III! _ III. ■ —'I�I III—_ 1111■ NOTES: 10 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. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :..,:: •;: GARAGE FLOOR TRAVEL DIRECTION OF " GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. d 8 e a POURED CONGA tTE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. %ECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD, THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Ow N 2x CRIPPLES @ --i 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 -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 3 1ARAGE iOOR vvvr r r nvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4 (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 (2) 1 (4) (2)1 STA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. DO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) Uj 0 O/C FIELD 2N2x TOP PLATE2X4 V2-16d PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ 7 CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" IL 2xNAILS 24" AT EA. TRUSS VERTICAL WEB O. O.C.STUD MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN . PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPANF 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS OSTAGGERED FROM BOT. SEE A/S3 FOR, R 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. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. LTHAN. T w/ PENETRATION THRU TOP PLATE w/ MORE TOP PLATE WIDTH INSTALL SIMPSON (12)16d NAILS 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED N S'Te. ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS T04bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) I (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. I&NUT OXIED A.T.R. I&NUT JXIED A.T.R. & NUT ROOF TRUSS ABOVE F 2X BLOCKING INTO �—(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING STAGGERED TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) J-BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON MAX FILLED RECESS SP4 SP4 LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. 2X8 P.T. BOTTOM P TE MASONRY WALL C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 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 is • SIMPSON SP4 w/ (6)10d x 1 12" 11 (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 a. 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. 54 M N 0 N G c0 Z Q Q CL `� o N ea a N ED C s'. E y tj , d ce Ud �ar=a Er' o. 3 1`L�l1Rt19JiWZZN4 v 6 R. 2 O' r P� SET 3F F L 0� �- EgSt 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. $ V d6. Lo iK a ynr� a ;g . LL LL gLLrL a t fa z_ , 0 W N W cp m t ,°14o NZ d 0 Z N 60 Q W ❑❑ U z Z o� J a N z0 4v-+ N LU 'U Q O c Ln d I M J 2[ E o Z• E o Z�E a�g ro C/) SCj Z LL Z N NV QW W aZ C mi Ir I�� 5 �C) 'M J O c� 0) O M � Q O U) CN cc, c Ln c`o O o O Ln N Q T E _� M 4 z° m E O a a ci o JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. S4 ;r w 0 i Q N 17 0 o� N I S Q. Q E 0 •O ate'. �i Q 0 N t`O N i SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (, 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL wl (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45•t / 45" f SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND Ir 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8"FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d Zx8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL • 1/2 CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10dT GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1Old EA. END (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7 ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3 @ 4 O/C SPACED 2x4'T' ON TOP OF PANEL INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ 2 16d TOENAILS TRUSS & 4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER () 1 Odx3" @ 4" O/C 1l2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN, FIRST 4 BAYS) ON SHEET S5 FOR " SEE STRUCTURAL X-BRACING, AND TOP 44 CHORD BLOCKING N to to NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS WOOD TRUSSES to 5o 2"x4" CROSS BRACE ZZI APPROX. 8" FROM 2X4 RAT RUN BRACINGRIDGE 1 1 2" " FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW " �� () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30dCOMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" 2X4 L CKIN (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/CTRUSSES 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) 1 3 FOR ADDITIONAL OR EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 5. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r ADDITIONAL INFORMATION. `S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT .,..........,,, ................ ...� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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 "T" 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/ 1 Old NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 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/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /JACK TRUSS SEE PLAN FOR 2X47" ON TOP OF PANEL-- L= BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 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) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) Ell BRACING w/ (3)1 Od x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 O a 9c� CORNERJACK U li Uj Z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -� r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 111 milli 11 lhqL WIE a NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od 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 0 C Z w m -0Caac 2Nt • a � ~ 33 aca G AO CD a. ,C l�f� `\R�1gg►IIIIIHI/ NN W _ a . -JJJ (� -4 FLO 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 - Resldential nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N 6 N N Lo8 i» f7 C LL tJiLL w a Z 's t a oc •"C� 0 0 m LLWto =z4� � N OU * o� •f, U fq W pp z z N zC1 (O LL, O g LL, N c m U Q Y Qc N O) CID Mz E o o aR Q C E �V �qQ 0 % U zo °w pa � U z C O E 2 �2 WC 0 �Z�_w a8 s ZaU W W ;o a1 w >M 0 v, B m ^' 0 i 0) co O Q —CD a � CD L t` 0 12 o 0 N o Lf) Q coo T tD CIO(� j 0) N T o Z Z �v E E N c a U Q p JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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" OYWALL 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/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN •• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY LLI — — — • . •' 6x6 W 1 AxW 1.4 �7" a WWF OR FIBERMESH -rll � •' FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE W/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - (RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 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 LAYER 1/8" THICK. �w ��—INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC, KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 2 4"x4" INSPECTION PORT AT w 0. EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE c0 (3) # 5 REBAR ON 3" CHAIR I rRI I I \-STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-O" S6 4 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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 x1 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 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 -ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. y 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 202 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 0 m 2x STUDS @ 1^" ^ ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED ; INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR, SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION, PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN r SCREWS TO MANSONRY f� Il WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �- B.U.C. (8) 1Od NAILS TO STUD PER STRAP SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS LL S6 DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH — • . ,. (3) #5 CONT. ON 3" HAI W/ " MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING X PROVIDE X BLOCKING AS REQUIRED PER f a SECTION X-X IF NOT FULL HEIGHT SHEET C Z yr G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I _F 15132" OSB EXPOSUREI F SHEATHING W x SOLID 2x C j BLOCKING C ALLSHEATHING C EDGES (SEE OPENING SECTION-X aU C11 X 11 � W al X E F Zx STUDS w BEYOND. y SEE PLAN L d co A 1-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3M" SPACING ItS �L 3/4" S 1/2" . S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16' FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING /FgnrAL wrrxwr; SECTION X-X r'w1 01,1, AI 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM x" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". Z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ Sd COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL i @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL w LL O J PLYWOOD SPLICES Q HEADER - NAIL SHEATHING TO HEADER @ y a $ m w/ 8d COMMON NAILS C 4" O.C. (2) ROWS @ TOP & BOTT. 0 0'm � r 0F w � @(2) Bd NAILS � 3" O.C. TO EACH TRUSS END OR � VERTICAL N w 0 O MEMBER IF GABLE END c N " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • Sd NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED—" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN, SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH r c: •a , .. E d •''. Cn -111-1 I I-1T-I 1 .III-III-III.16 =1T_I,, ,III,,,II m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6• WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 114' 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/(10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE _ r ;III,; I' 4 (3) # 5 REBAR ON 3" CHAIR --/1 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3J4"=1'-0" S6 ADDITIONAL INFORMATION. 6 M N 0 ` N CD c 0 � v a t+ a ag a W� N - tippx C 4- a- N f0 CJ - N Np A Q' y r a d d +0- = E a cs 3 m r* .°1 u d G Q A CL 60 c E N p �y v 0 ;. •••• i JQ.'r r0 �jb ,,: •� LOB- •� r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edibon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � Q N q $ Cm � i8 0 _1 Co 9 4 a a �a V 0 0 A.U" A. M v � lL = LL W -9 U.L � W <L —.6— o Z 75 m� A O Wi�igpjO' IL = o 04J 0 o�y Z W ❑ ❑ U z 0, z§ J a 04-J .2:N (D LL CS (p U 0 �N G— A W W � I N W or< J Z Q EE o s �O g�° ga z .2 i z CO ra c J 6 N O � _ Q jo W �� Z IIIIIIIIIII w po d H 'mod' i C2�U $i 20 'M O m C� 0) � � r__ C).-� C) Cr 0 0 � c N'^ -a LI / O c�D 0 O O LO E CV)N E Q ' • � .d•. 10 C a _j0 a o JOB NO : 22-12358 SCALE : AS NOTED SHEET NO. S6 (MONO) •r�s+r nnwranit�� 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). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D —2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED —\ 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: ? = 1'-0" FLOOR JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL�� CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER V P CUT TO FIT S IN WALL x12 SYP BEARS IN WALL x6 SYP 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER7777/ 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" / 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 / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS B—� `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER -FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LZAACH ALL COMPONENTS STAIR TO CONC. W/ 4" X TAPCONS @ MAX. 32" O.C. / ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / TOP OF STRINGER STRINGERS G-­6z 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT 2x4 PT NOTCHED INTO STRINGE\R AND NAILED TO FLOOR WITH GLU NAI 10d x 1 1/2" W/ SIMPSON H3 — AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL r- —2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK -4x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER J� FOR DRYWALL SPACING SECTION VIEW "E" E SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN SECTION VIEW licit SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM - GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POSTLE� FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO ►ISTS) NAILED AND I TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 y( BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" era N 0 N ct� r Z Q •o -o m -o o � o m x c"-o- % r� d =6 S o d u a o TE cc 5, N p- C E 0 0 ;3: O t! SRO WN Z�``\"\\N A • G 6� - J ; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drewings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g A $ FAd 0N int-r-32 S a-u- a Q C J u•• a Z0 0 (a CN W ILW��°> Z0MZd� ZN O U 0 W (� N z M a M Z U 0 CA LU 0-' 0 N w -8 I U asrl- w • t� CD U_ (tpp Q <o �° >p ae Q E t"- r13 qq� X pWay 7 U zO Eg cQi i ity d ~o S ro oY y OLL zC N J �0y° +� g a� i y U a W �3&� NLL 'M O qt m ca L_ f, 0) �••� CD O (n m N L0 Irt`m 0 0 04 O .!� CDO LO N Q C*4 04 T E M N z Z E O a E .o § ci � ¢ o c 9 JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. ST �i 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX 8„ ` ' PROPER INSTALLATION DO NOT DO THIS 2N BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. ,-; APPROVAL FOR CONN. 1 X 4 1 x4 1x4 P.T. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" " " �••-t � FURRING #5 REBAR ` ' AND NAILED WI 8d COMMON @ 6" 0•C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 3-1/4 LONG X 3/16 � TAPCONS �P') TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 11 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 DETAIL 2 EDGE DIST. ATTACH 'SrD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1/2 DETAIL 1x8w/(2) ROWS 8d NALS 3�� DETAIL 90° HOOK (TYP.) STD.90" ./j 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHCELLSHOOK (TYP.) FACE NAILS 1 d @ TRUSS VERT. WEB TAP DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' `L71 BOTTOM OF BAND JOIST TYPICAL .. APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 0 x 3-1 /2" TAPCON @ 16" 1x4 O O.C. & 4 FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN, 2" EDGE DIST. " NOTC @ FIRST COURSE LL SIMPSON HGAMIOKTA @ 12" O.C. - �- 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2 „ w/ (4)1/4x1 1/2 SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` � INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE ` t5^ FIRST 2 COURSES';FILLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. sCALE.N.T.s. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16110 # FOR 2 STRAPS FILL 1st4 COURSES SOLID wIGRouT EMBEDMENT INTO BLK.) 1/4" MAX ,8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRTRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1Eoo . 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45" DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4)10d NAILS INTO ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION *. 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE --ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. " PER PLAN 1-3/4 TRIM PAINTED FURTHER INSTRUCTIONS. '' ,'' •� SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH 10d NAILS INTO 2 x 8 (4)` AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. . OVERHANG-.•:,.. CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE RACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TYP. ** w/ 3-12d NAILS, ( ) FOR OVERHANGS BETWEEN 314• TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 314" • NO REPAIR REQ'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL r 11 �� 1 -� 5 -O SCALE: N.T.S. SS 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE ' - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8"MIN. EMBEDMENT TRUSS COMPANY OR PLANF 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN" INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN, ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE ,,► ► ° 4 __ B_B /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL - - - ° ° !•t#5 BAR 2'-0" 8" STRUCTURAL SOFFIT W.,'i'°•CENTERED W/ D' ° '' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i S F01 ► : IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = 1'-0" ** FOR ALUMINUM SOFFITS WITH SPANS (), ► 4 KNOCKOUT / 8d NAILS REV. 09.23.2021 > 1 -4', INSTALL MID SPAN BLOCKING PER f THE SOFFIT FL PA INSTALLATION CRITERIA CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d , NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING ' • ' PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) ' SIZE AND REINF. PER PLAN ''. • VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► •. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT 6 z TO BE INSTALLED _ MAX N TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2xO�FRh * ° STANDARD 4 BUILT UP PLWD. BUCK - DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. , 9� HOOK N SCRIBE (NOTCH) BACKSIDE 7/1611 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + IFNOTy (2)10d NAILS @ 8" O.C. #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/." WOOD + TO TRUSS TOP CHORD FILLED CELL • -. • •.� • •.� , 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + + INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" * + PLYWOOD SHEATHING '% r ,• "', ,• .►'• , , ✓ , � ,* THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. +Sk ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE _ - SCALE: 3/4„ 1-0 TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP . � . SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR �� L CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING USED JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER g'-0" SCALE: 3/4" =1'-0" SS O SHALL APPLY TO PANEL ANCHORS WHEN AT (EVERY OTHER 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , O A AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o • SEE SHEET D2 SIMPSON HTT4 w/ (18)10d x 1 w a REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & 1 ()' MORE INFO a j U_ n- * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e s 5/8 DIA. ALL THREAD ROD " g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. .. •... 6 MIN. LAP SPLICE W/ _ > • , EPDXIED w/ SIMPSON "SET' A — E ISTIN FO TING ' 3 X G 0 (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & a FILLED CELL SMOOTH. DO NO FURROW. :R• ,:,' ' n p p 3" MIN. EDGE DISTANCE N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP g o • +++F:'=. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: cV ° p M REMAIN FREE OF MORTAR. - z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) ` \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 1 STORY) (3) #5 REBAR. (2-STORY) ( A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN MIN. (2-STORY) WITH MIN. 3 ,0" " COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION \� MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28,21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" e+� cV ca •`' 7• Wl a- a w O c'- n V..--f c � v e 1, � m � N C-4 10 � Q fV � 3 a3 °' m a� • > E r..+ C co Co 4 ym•ro � N p E o cl �tttSlltlrrrr ` SRO wN •�� Q• •f N SE ' (0 \o :� �'• FLC) .•'•� aF�ss�� 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 r,8 S u d co V�221 NNd y! LL y (o v Q 9 LL u w LL a v 4 LAY ZL W a r- OR W CP� � �Z a N IL In VZ OU W o❑ CD z Q a V / z N O LL, N c m � O v 0 c CD co Z < lCl) y a E a� g O 9 v �� o® S z $ g 8 FE .. zU) in C Y g& Y b W& a� To O � >M J 120 cM cc o cc O r-. Q Cr cv (n a N 72 +�• M 04 N N LO N Q -B T— rEo O ih r Z E E ci a U _ Q a JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. SS F= I I I I I I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY CONYBE . NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI IUU `W "/ \,l r I IAVVV •.LV TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT V-0" O.C. 2X4 BLOCKING &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAXMI & EACH TYP. -� .4. CHORD AT ALL HAND FRAMED AREAS TYP. -WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" 1-4" EXTEND SLAB 1 1/2" T(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE I z N �T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 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 2X4 CONT. AT- CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN __jh SEE PLAN FOR FOR BRG. OR 7 REQ'D STAIR INFO. NON-BRG. WALL I I IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP v w 4" Nz - a N PORCH SLAB SEE - FOUNDATION PLAN w (2) #5's CONT. T&B U2 r z W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH '- EXCEEDS 30" LOWER OR UK GARAGE SLAB 1,4„ SEE PLAN LARGE STEP DOWN �17 SCALE: N.T.S. SCALE: N.T.S. 3 WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" - �. (2) #5's CONT. T&B w/ - - 4 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE - WHEN DEPTH 7 FOUNDATION PLAN EXCEEDS 30" AV- f _ 1-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY - SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT 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 A 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. z 0 Q w -J W W 8.. SLAB PORCH SLAB SEE " LEVEL FOUNDATION PLAN 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" SEE CUT (2) #5's CONT. T&B w/ =N z CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATERef KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( uEXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ti N 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS VIM TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"*� SCALE: N.T.S. - — -- SIMPSON HUC410 w/ (14) — I SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE --� ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO ONLY WHEN INDICATED INDICATED ON BM. - 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT 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 TOP OF TAM SEE PLAN FOR CANT. IF INDICATED CORNER [�_ SEEFOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. jim \_1 BM. SPLICE OVER 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 VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 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 I • NAILS OR IF 2 PLY TRUSS —I 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" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WALL EE PLAN %2' CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM MIN. (2) 2x8 #2 SYP OF WALL TO ROOF SHEATHING HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES - h � 2x4 #2 SPF STUDS @ �►� 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP "j 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2, J-BOLT OR XF TITEN HD SEE PLAN MAX. ANCHOR @ 24" O.C. W/ 24" STEPS MIN. 6" EMBEDMENT SEE PLAN FOR OPT. ° - I °. �° Xa.•• aX, •X STAIR INFO. IF '• , CONCRETE STAIRS aLMAIN HOUSE FORMED & POURED °' SLAB W/ (1) #5 EACH STEP , E (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH - - ° a EXCEEDS 30" 11 GARAGE OR N ? ° LOWER SLAB r 8 SEE PLAN 114" SECTION @ GARAGE MONO 21 SCALE: N.T.S. c+7 CV � N rc CID c, Q .Cf0 U N =moo_ N !OV L' N y 4 N Y a� as da�C y ar la L., CU s' a. � e 4 ¢ U `,��1glNlitffl//l e� P �. N•, E••• L. ••� < o �.jR OF ��, w r: QROFESS�O�r To the best of the Engineer's knowledge, Infonnstion and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W E F p p O N . 0 u - 4- 2 (a hinnr; N J C LL J U.LL a Zv Lag O rank; O' O W�Qnjm Z C7 Z Q J 0 N OU Z W CD Z iv in z 93 U a 5 N zC1 (13 w g U � O w s U Q Q s eo 2 � M q w J U_ .0 W o ws =® N "' F-- x . W 3 pp0 U � to mf ��� Z zJ N W� �z Q .2 O = cj J O rn L° ca L 0) CO -6N O a- (n ate+ Q N N .� o o Ln Q1 co 4' 2:, t^7 N 0) r d `m Z uN� E O „ w v _j c a :� o JOB NO: 22-12358 SCALE: AS NOTED SHEET NO. D 1 (MONO) — — — — — — — — — — — — — — — —� (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). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� 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 O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS P. = 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d I I NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD 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 STEP DOWN LOCATION, MIN 7" LAT SPF EMBEDMENT PAST STEP. E PLATE O SIMPSON SP4 w/ 6 10d x 1 1/2" USE PRE-ENGINEERED F () ( C B H O 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 w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS g G INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F I I TYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. u 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 r5r5 ATTACHED PER NAILING SCHEDULE 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" Q.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 END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF 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. ` FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 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' 8d NAILS @ 3" O.C. JOIST SEE PLAN �� �- WALL SHEATHING %'� /j (2) 12d TOE NAILS TOP TO RIM BOARD //,. & BOTT. CHORD i� AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST x 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 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 ACH 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) I 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 CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. ------SEE PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS ------------------ FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. s9 2 STORY COL. @ GIRDER 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 1 112" 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 r, ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/ � TFNO 48.2'1'4 T . MiN oA 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. 7 3 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/B (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/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O. 2 x CONT. T & B 2x CRIPPLES TO MATCH JACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 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 " TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" L7 ., 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 SCALE: N.T.S. E'3 M N � C G S�Q u O C+ Q -i G l0 V N b m 72 .r C V- 0. N lV O N y v cc .,c CN Y a, ��— E � rn yam•-� E o G- rJ x0lit1UIN1I///&� ,�e>> 0,W N ,........ AL J �0 h J U �! N •��� �P ', � .,,.. F 1. 0 w O F E S S1 C, To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H �$ Lo 04 N ICo N Yi r4 Nyy N 0 zs "` C J LL W 0C 13�' all LL ILL2 — SS Z Z� g Wr�pjO' 0 10Nt0 ? ° m LL= �CNZ¢� N U v Z W U rn UI cMt�� Z i�i rn z � z V I N n- z v0 0 r.0 � U � UJ J r— a U c � CD CD IS 2 o z o s ® ca_ M° oa N E <z jz :3c ao xg '0 Z J iz W N gp 33a gLL3 U z o >pp M $ 3 0 0) � = O CT O C:L w m ~ INf) O -v a N � o o LO N Q N 04 r 5 M N r o Z O a a a JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK- --2) 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tf WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE ' V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -, DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW i NAILING FLANGE WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOic UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0� 0 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING -� \ % 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING 4 EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW14 op SELF -ADHERED `-- SELF -ADHERED FLASHING FLASHING O SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f • in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 1'4" PER PLAN V-0" PER PLAN SELF-ADHER SLOPE II 8 CMU 4" OR 8" CMU ° a (PER SEAT DEPTH)-----.- ° FILL WITH GROUT - - 8 _ d SLOPED MUD BED ° d VINYL SHOWER PAN = d -- H p° SLEEI OPE e d _ n ° - v <7 , SHOWER SLAT SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a"-1" BEAD OF CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied 7LL - L,_ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 '' -'' inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade OD paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING jJCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ~ _`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 8" RELEASE DH SIIVEASSHOWN) EXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 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. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t B rri 7.7.At built-in autters. :LF-ADHERED FLASHING ETCH �HERED FLASHING 1 2 4 5 u°s V rn > m Z ! Z¢ d d - hr o= : ix LU W PLASTER STOP a; a y W CONTINUOUS BACKER W ROD & SEALANT w w w �° A Cn FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE . ra THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esls an a er 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 ; A ACKER ROD FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WR13 SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact, Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" 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 a� •. N .r z Q o a� •o � w 0 =�'mx f0 O N d � 4 N � ~v IS c a N a � E o d U 0 N N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ii a E v N 11 ?� ^ 0 C.0Lo HMV dl 4 aJ C J LL W LL Z J LL W - @ 'a o_ W w��I� 0 ,pNt0 0 m Z � NZ 0 a 0 NIL O U C Z N z z Q a � N z 9 JU3 LL 4- Ow -Ln c m � M i§ " E E o ao za Zo Q V ~ 1. O a WKUO Z N � 004 p�K Lro S w v 6 O H° m x <W Z J a ° 22 W 8 <; z =II 0 In > � ( J O ki c� O O .-� Cr O C LO O 7 co O .n o o U') N < E C 0) Z r0 c M O E y T Iu C d U 0 N Q p JOB NO : 22-12358 SCALE : AS NOTED SHEET NO. WP1 HURR P'- N� Mounting Brackets (10 Gaugoi +V2"x+1 /2" x 2-12e 14�7A 6atk Cron Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) 112e Dial. A32S (TJp.) i114 5eif0111ing V Screws 1 a5,rap A/C Unit Bottom Edge Hurricane Strap (TypicaM 3ln front) Washer; Front Cross Support SelfLcJcking Nuts (May be cut to W) Left Bracket (16 Ga uge) P 14 Se"rfling Screws Thru Brackets 6 Back Cross Support Into Alt Unit Bottom Side (Typical: 3 each side for hurricane use) sp ma& w6alli t on was rmakn+ ass PMVUW wade ra944 taMniunp ,rid stars Robes Sol IDte ssda� a"gA6 apse "gates ditiaaal iae aid apPtjj SAat mus version andlfaltl[ AlRmdIon 2020 tartan Vent produce, Ine. o'"e" : sutlerVsi Components "Cro0w.. Rowel IMr okra as. Result or Nw Taohneloey Canpll.n. Molnora E Wslim Report from a Fields Rsgleand ArohRed ore Uemind Florida 't Professional Engineer alai prod •e Mrdd re -ter a Irma 1 dis"'11%ent Modele1a40 10 2 3`ns ill Model e1so: 11 3 SmnVeld Mods 01540520 4 9menvem Model n09oe21 5 SmadVam Modal a1540 5 4 6 Sm rtVmf ModaIW54P570 7 a ertVant Mod.1#1540•S74 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Iran, SASiNd a0m011LaJNd1Mt MOON Gresham Hermes F, Nero P.E. (677) 4414768 PS73776 InW@smadventeom :iaalgt.ol>mdomo Our Function end VemtaOmm Ve Dual FunctionF sees end Ventl tian vent hsWrod Flood Vent Insulated Flood Vsnt 166er.Id; G-96 Door Flood Vrd Wood Won In misled Flood Vmt 14.e111qud: Oeregs Dar Flood Vent YlmtllmdJat Looks a0wd- P.E. (334)3OD-1600 hill i dl 1211r2021 gift ALL cm PNMIN am md" a SIM Frio Approval A➢➢rmad am 124e12020 12MWO20 1226/2020 Approved know 12212023 Yea Y. NO •1000,100 129/2023 Y. Yea NO •100A100 12A1f1025 Yee Ya NO "1 ODA 100 T2f312023 Y. Yin NO 110DA1D0 12012023 Yes Yes NJA NO 1 N3712023 Yes Yea NO "100PDO 12/31/2023 Yes Yss NO N/A Florida Departrnellt of Business & Proll"alonal Regulation Building Codes and Standards Product Approval Application Dstall Pap.l tit V14=1 290 Lammr Grit tr>es tlmtDn.og art am )(ender, memllalLm 220M FaalaaCilli�ll Yale Yawata ammog arlbiamx t hmLmm l..Yt Missile, 28Z0 Drexel Meals. Inc. Juan shunata Zachary R. P6431 LOOM Boron P.E. 06,1 2020 06J1191 0 OMO2020 10n32020 Approved category: Rooting (5021309-1311 PE•74021 (334)300-1800 lu"sgory: Msal posting Itnumsamdre.met.oan composite Mather Evamotloe Report flan a Flrka RIOOMMdArenaar or a Lim no ie lds promplen l anpnser Pltimlmi QuYrOCAam[!IX! Atla[�Jor Use A strov fM r Use tum nedw ffil lrnagriaesdt6mn s auaaan ID10Nt it/NaMsl Pmaure 1 Drexs1 Meal RaotnO Sydarns DMC I ODNS, DMC 150ea. DMC 17es, DMC 20Da, 12/31/2023 Yet No NIA 10A1eO DMCSV Florida Department of Business & Professional Regulation he. 2d4 Building Codes and Standards ,262021 Product Approval Application Detail Belli Faimtat gam 202 Dnaleamtlaa gala im ion Manufacturer rD0ow Enot ills Llcanse Valkwed av II I MO FOO Approval 9pBrgved! AWMA Revision 2020 Thrms-TN Corporation Save.laeperaon Lyn tlon F. BdrmWt P.E. Ryan J King, P.E. 04415r1021 1213112020 0422/2021 0a1082021 Approved Category: Satirist Donn i800) B4S-'ni28 PEJ3400 (at 3) 767468 Subostegoly: eMnging Exterior Door Aaawrbiss ajsspersor�tlermahie.co Complrsnoa Method: Evaluation Report from a nn Florida Registered Architect or a.)sensed Florida. Professional Engaleer �gj ProduptMpdel.Numlarawlne QUAIIyAMU Ml Aoomwdferuse Aaeroladtdruee I h= Jmgept gills& 1 le. Therms-Tru Fiber-Cleasio and SNIooOn-Star Nominsl 6&030;8 &quotlrnpact quota Opaque t21311= No Yee Yes N/A Composite Edge Fiberglass Shgls Door (Irter/ngA�tltawYlg; x aaMgundm) 2 b. Thermo-Tru Flbsr.Cb"c and Snoop -Star Nomlhal 5ap3➢;8 aquotlirpad&quot Opaque 12/31f1022 No Yes sir WA Composite dye Fiberglass Single Door cosh Siddaelaf Onerin i/Ou tswina; XO, OX or OXO confllursbona) 3 c. Therma•Tru Fiber-Cleae. and Smooth SW Nomina16aR36,8 Bquotlrtpad&quot Opaque 121311= No Yee Yw WA Composite Edge Fbrglass Doubts Door W th or Without Sidelaes 0rcm4rg/Oubwing: XXm 0)0(0 wlHlguratlons) 4 d. Thsrms•Tru Fiber-Cla said and Smooth -Star Nominal 9mvp equoklnnpact8quot Opaque 12rJ1/2022 No Yes Y" NIA Composite Edge Fiberglass Single Door (InaWntrlOutswing; X wiflituration) 5 a. Thernla•Tru Flber•Clasde and Smooth.Star Nominal 65M,0 DquotlmpacSgdot Opaque 12131/2022 No Yet Yea WA Composite Ernie Flbargtau Single Door with tidarrle(s) Priswrig/OuaAnti: XO, OX or OXO corAgura6ons) e I. Thermio-Tru Flbr.C4mdo end Smooth -Star Nominal ftili 6quatirrpact&quot Opaque 12/3112022 No Yea Vas WA Composite Edge Fill"Is" Double Door Wth or Wiemut SdalUS 0nawgfOVdsMAg; XX or OXXO configurations) 7 g. ThamrwTru Fiber -Classic and Smooth -Star Nominal SMI e,8 & uatlnVodSquat; Glazed 121310022 No Yee Yes WA Composite Edge Rberglass Single Door (I nawrerOWswing; X conligurebon) 6 In. Thsme.Tru Fiber-CAassio and Smooth -Sher Nominal 5&OWS si uotimpaCgquot Glazed 12MV2022 No Y" Yes N/A Composite Edge Fibrglass Single Door with Sldette(s) 0nswlrglOutardng: XO, OXor OXO conrpurdons) 9 i. Therma-Tru Fber-Classic and Smooth4ger Nominal S&M,,86quotlmrwot8quot Glazed 12/312022 No Yee Yas WA Composite Edge Fiberglass Double Door Win or Wthout SideMas (InamnslOuawing: XXa OXXO configurations) 10 ). Thermo-Tru Fiber-C essec and Smooth -Sur Nominal 88d10➢;O &quotlmpaelaquot Glazed 12131/2022 NO Yea Yea WA Composite Edge Fiberglass Single Door 'InsWng/OtltewMg; X cormguroson) 11 KThrma-Tru Flber-Ousic and Smooth.SNr Nominal Bip360 DrquotlrllptM&g1lot Glazed 12f3112= No You Yas WA Composite Edge Fiberglass Single Dow YAth Sidsitp(s) 0nswinp/Oulswing; XO, OXa OXO ocur%uration.) 12 I. Tharma-Tru FlbeNCteas. end Brroeth-Star Nominal 880*,0 &(uottlerpaetaquet Gent! 12f31)= NO Yea Yea WA Composite Edge Fiberglass Double Door Wth or without Sdelites 0namitglOutw+ina XX or 0)0(0 conrpumions) 13 m Thamla-Tru Flbsr-Cats. and SnloothStar Nominal 8&M3 .6 &quotlnpactaquot Glared Molded 1231/2= No Yes Yea WA Open Composite Edge Fiberglass Single Door (InawirglOutirmig; XXconfigun dlon) 14 n. Thema.Tru Flier.COsdc and Smooth -Star Nominal S&IIi &quotlmpad8quot Glazed Molded 12131/= No Yes Yas WA Open Composite Edge Flbsrgleas Single Door Wth Glazed Molded Open Sidelke(s) (Inew4ngfOuteWrg; XO, OX w OXO amrigurehon.) 16 o. Therme.Tru FIMr-Chico and Sonoolh-Sar Nominal SBAO A equotlmpset&quot Glazed Molded 12r31/2022 No vas Yea WA Open Composite Edge Fiberglass Double Door with or without Gazed Molded Open Sidetiles (InswrrigrOutawhg; XX or OXXO oarflguntiaa) 16 p. Th.r Tru Fiber-Clawe and Smooth -Bar Nominal S&MS &quotimpactlenuot Opsiqus 121311=1 No Yea Yes WA Composite Edge Fiberglass Single Door with Mokad Open 9idN'rta(.)Onswin➢lOutrwing: XO, OX or OXO 17 q . ThermwTru Ftber•Olunk and Smodh-%r Nomnal�o8&M3D;6 uotl &9 npeel&quot Opaque 12/31k022 No Vp Yes NIA Composite Edge Rberglass Double Door with a Vltllout G9Msd Molded Clean SidoMas (In6W rlg/Oulawlrg; XX or OXXO 00"guratlons) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pass 1 of 14=1 rob Ealm x 292 gm odLMMM ala Mutt Vwsiw Nmureturr Sdolffi ID i.Ygnes )mnayes.at Ysudlmd &&nlod FICAggrgYll Arrayed lmaa R"OM 2020 POT lneustrlss Jeri Res -aid Mend-Oode BCCO -CER Menl-D.N WOO -VAL 11/19=20 102111 1124=0 Apwowd Category; E hidor Donn (9/1) 4880100 (786) 3/5.2500 SrbCaago7: 91dn9 E.W. Door Aiimibtea lrawsM®pgOMuolvi Compliance Method: C.rlitosem Mark or Usti ten Ale vedfar use, ..:Aearan"terUse kW= 2tft �$ Prf"k,e) Yodel ram- rn Wrria sadtanrMaudwama in KVHZ t2tY&fW1.HVKZ sarim Pmmm 6 9066670 (Cage Masts Imped) Wry Sieng Ole" Door 04N42021 Yee Yet Yes NA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,, As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate o /Subcate o Manufacturer Product Description Approval Numbers Test Pressu90sf Ex . Date 1. EXTERIOR DOORS A. SWINGING ThermaTiv Fiber -Classic and Smooth -Star (NON-IMPACT)9FL20461.1 +67.0/-67.0 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 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/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FLill 7499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 F L239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NiA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/1 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NiA 12/16/2022 B. UNDERLAYMENTS Tamko for Shingle Roof) 151b Felt Underlayment FL12328 NiA 6/29/2023 PI glass USA, Inc. for Tile Roof)i POLYS71CK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strom -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 Ni 12/31/2024 M iTek Industries, Inc. Truss Plates F L2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 Ni 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels F L1774 NtA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infiormation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPUCANT SIGNATURE DATE Florida Departrnent of Business& Professional Regulation page of Building Codes and Standards 1125=22 Product Approval Application Detail QM finiam � 2" DidaPari 20 I1lifc Vernon manufactures contact gogw a r u..m validated by Yailtiaud &MkM= FQQ Approval Aaacal(ed am Revision 2020 Therma-Tru Corporation SOwe Jasperson Lyndon F. Schmidt, P.E Ryan J King, P.E. 0704=0 07M21=0 07/29=20 10113/2020 Approved Catagary; Exterm Doan (BOOM 843.7626 PE4340g (813) 787J3556 Subcategory; SWngirlp Exterior Door Asumbiea s)asperasnememetru.co Compliance MMhod; Evalusbon Report from a m Florida Registered Arched or a Licensed Florida Prorualanst Engineer 2WWKAaaUM Ai Us& &a1t4lmtgI= In= gdaa 8a Is Product MOdg. NumberOr Name product Datenotlo, COnaact Eaolratlan Doh I � Outside HSW RealabrK lonswu 1 m. Theme-Tru Fber Ciuslo and StmocthSter Nominal 68a*,8 Aquotlmpadaquet Opaque 12J312022 Yea Yes Yes WA Composite Edge Fiberglap Singh Door (InewngrrSu _tag; X eonfgur.ton) 2 It. Thernsi Fiber-Claii and Smooth -Star Nominal S81e301.6 dquotimpad8qud; Opaque 12131/1022 Yea Yes Yes WA Composite Edge Fiberglass Single Door Wth $delta($) prtsninyOWtwing: XO. OX or OXO cwrnoura6ana) 3 e: Thrrre•Tru Fiber-Clawe and Smooth -Star Nominal Bquo1;1mp4ot&qu(A Opaque 12/3ii= Yea Yes sin WA Composite Edge Fiberglass Double Dow Win or Wthout Sxraaas (Inawing/oNa4ng; XX or OXXO configurations) 4 d. Therms-Tru Fiber•Cluss: and Smooth -Star Nominal 88899;0 &quotlmpacl&quot, Opaque 12/31)21)22 Y" Yes Y" WA Composite Edge Fiberglass Single Door O'eskng/Otdavring; X configuration) 6 is. Thermo-Tru Fiber -Classic and Smooth-81er Nominal DD1e O Squot:impecliSsil Opaque 12/31 F= Yes Yea Yea WA ibarglaa Singh Door wile SIdNb11%Ed en gl0ulsWng: XO, OX or OXO configuration.) S f, ThermeTru FloerCMsst and Srrooth.Star Nominal 88Y98;0&quotimpacWqud; Opaque 12131f1022 Yes Yea Yale WA CgmplJlena Edge Fiberglass IOouble Door VAth or Wthout sklelitas (IrsMnglouaWrsg; XX or 0)0(0 confloomoons) 7 g. Thartrui Flbr.Claut and Emoth4fter Nominal s&83D8 SAUOtlmpootaquot Glued 12131 f2022 Yas Y" Yes WA Composite Edge Fiberglas Single Door answingrOutawirgt• x�Con(puraton) 8 h, Therma•Tru FibenCtees. and Smooth -Star Nominal 66nti oq Jotnmpad&quot Glazed 121312022 Yes Yes Y" WA Composite Edge Fiberglass Single Door with Sdelte(s) 0rlevrinel0ubwing; XO, OX or OXO conflgura6ons) a i, Therms-Tru Fiber-CMee o and Smooth -Star Nominal 6Ms�:8 Squo impad&quot Glazed 12131f2022 Yet; Yw Y" WA Composite Edge Fiberglass Double Dow Wm or VAthout BkWttas (Into Mrg/Ouauang; XX or OXXO oonng urallons) 10 1. Thertna-Tru Flbw.CWWc and Smooth -Star Nominal SM11*0 &quotlmpact&qud; Glazed I V31121= Yes Yes Yet WA Composite Edge Fiberglass Single Door (InaWtg10u1r,Mng; X configuration) 11 K Thermo-Tru FNWZIQ sic end SmoothsSh r Nominal 6&A50 aquatlmpadre &quat Glad 12/311= Yes Yes Yoe WA Cgmposlta Edge Fibrglass Single Door VAth SidNh(s) Inarnm3rOubWng: XO. Ox or IOXO configurations) 12 t. Thwme-Tru Fiber•Classiv and Smooth -Star Nominal 8641360 &quotlmpad&quot Glazed 12131)= Yes Yea Yes WA Compolte Edge Fiberglass Double Dow wile or Wtllout9idelsas (11=1 /Outom"g; XX a O)O(O corrtiguradons) 13 M. Thamla.Tru Fitior-Cusdc and Smooth -,.tar Nominal 68e30.6 Squctimpact&qud; Opaque 1201IM22 Y" Yes Yes WA Composite Edge Fiberglass Single Door Wth &quotNon-Impact&qud; SMelka(a) (Ineningl0u armng; X0, OX or 01)f(O oonflgundions) 14 m. Thrmsi Fiber-Clesslo and 6ngom-Star Nominel 6883ws aquotimpsotaquoK opaque 12t31fm72 Yes YM Yu WA Composite Edge Fiberglass Double Door ulfh kiuctNonlmpad&quot: Sidobtas (InamrWOutswirig; OXXO Configuration) 15 o. Therms-Tru FiterCloes. and SncoUBW Nominal 6111,e3100 aquotlmpau&quol; Opaque 1213112022 Yes Yes Yea WA Composhe Edge Fiberglass Single Door Wth BquotNonlrtpad&qud; Sideli0s(s) (I ming/DutaWrg; XO. OXor Micrn6gutmions) 1s p. Thlame•Tru Fiber -Class. and Smooth -Star Nominal 88aM.08quotlmped8quot; Opaque imirom Yes Yea Yea WA C4Compans Edge Flosglass Double Door v4th UM orr-Impadaqud; Sldellt"(Inomn9loutaWrm; OXXO conligursdon) 17 q. Therma-Tru FbergCass is and Snooth-Stat Nominal O&OW.8 8qud;Non-Impec - o ; Opaque 1213112022 Yea Yes No WA Composite Edge Fiberglass Single Door (I aringlOutsv)ng; XconNgunttion) 18 r. Therrre-Tru Fiber -Gauss and Smooth -Star Nominal 811,111 &quotrIon•impad&quot Opaque 121311= Yes Yes No WA Composite Edge Fiberglass Single Door with Sidslts(s) 0:Wnpr011awing; XO, OX or OXO configurations) 19 s. Therms-Tru Fber-Class. and Smoo4HStr Nominal 8&63P,S &quotNon-Impsdt&quot Opaque 1213 1= Yes Yes No WA Compoans Edge Fiberglass Double Dow%Mth or Wthout SkWnaa (IrleWhg/Ouawlrp; XX or OXXO Configurations) 20 t Therrts-Tru Fiber-CMesic and Smooth -Star Nominal 8&0*,,D SquoGNon-ImpO A ud; Opaque 12/312022 Yes Yes No WA 1Compxene Erma Fibrglaw single Door (InwAngl0ulaWrg; X ocririguraton) 21 u. Therma-Tru Fiber -Clue. and Smooth -Star Nominst 8&M.0 &quotNominipool&gwt Opaque 12131f1022 Yes Yee No WA Compotes Edge Fiberglass Single Door with SideBb(.) 0nswinglOubWng. XO, OX a 0x0 CwmourmonsI 22 v. Theme-Tru Fiber -Classic and Smooth -gar Nominal 88si311P &quotNOrvinpad&quot Opaque 12/31n= Yea Yee No WA Composts Edge Reargue Double Door W Ot or Wthout sidalias OasWnWOr4aW np'. Xx or 0)0(0 mntguratons) 23 w Theme-Tru Fiber-Clssslc and Smooth -Star Nominal 8&N30,8 Wquothlonimpsd&quot; Glazed 12131r= Yes Pare N0 WA Composite Edge Fberglass Single Door 0nrwing/Outawig; Xcor15puraUon) 24 x. Therms-Tru Fiber-Claask and Smooth -Star Nominal &&M3g;8 &quotNat-Inpacl&quot Glazed 12/3111022 Yale Yes No WA Oom,"a" Edge Flbbaagglase Single Door Wth a W.) 1. x0, OXa OXO rion ieurstions) 25 y. Therms Tru Fiber.Cloul and Smoom.BTar Nominal 8&M;8 &quotNein• Impad6quot Glazed 12131f2022 Yea Yea No WA Composite Edge Fiberglass Double Door valh or Wthout BMtellae (irtevoi g(OubWng; XX a OXXO configurations) 26 z. Thermo-Tru Flbor.Cissaic and Smmth-fir Nominal &$M:O &quetNomimped&quoG Glassed 12/311= Yes Yes No WA Composite Edge Fiberglass Single Door (InsWra)Outawhg; xconliguradon) 27 A. Thrma-Tru Flier-Clus. and Smooth Star Nominal 8&a3J:08quotNon Imp tesquet Glazed 12/311202Y Yes Yee No WA Composite Edge Fiberglass Single Door with Sidoite(s) 0nswinglOuteWng; XO, OXa OXO etMfpurlttions) 28 zb. Themle•Tru Fber-Class. and SmoothStar Nomina168�:0 &quothl nirtped&quot Glazed 1201112022 Yes Yes No WA Composta Edge Fiberglass Double Door Wth or Wthout SMelnas 0rwmm91Ou Wr g; XXa OXXO corrfguratons) Florida Department at Business & Professional Regulation Building Codes and Standards Product Approval Application Delell Pop 1 d 2 Ia17021 rrs➢s amle, or 2lu are cii paNlOa no I= IBM= samimuK lamari losouta.LUM rdamaa x&wma MMkM= fA&AUM" mamma 211ML RNsien 2020 MI WlndM$ and Open Brent Slinger Luis Robeito Lmtss 8levcn M Udoh. PE 10ger2m 100082020 lo/192020 12M W= APproad Category: Exterir Dorn (117) 355-33M PE-0514 (71T)317.6454 "Caagry: Siding EXtWr Door AnsrmbNs bemingwtimhiel- C4ppllarta MMoa EHNstim Report tom a Florida Rgeared Aremrel a e Ucami- Florids Professional Engner �Ilrm(erausmt AoprmWferUse Amroved far Use laws tMdIE lnt bob, Of NKM Product poscrmo s,amm le iamcR pumi" KM EsldiNg t� 1 SERIES4?<f ALUMNUMOM SERIES 420 ALUMINUM SOD OXO 12J31/2024 No Yet No WA 145,W"gpotX804qud: NON -REINFORCED 2 SERIES 420ALUMINUMSGD SERIES 420ALUMINUMSOD OX. XO.XX 121312024 No Yes No WA 95Lqud7601i NOWRENFORCED 3 SERIES 420ALUMINUM 813.0 REINFORCED SERIES 42C ALUMINUM aGD REINFORCED OXO 12/312024 No Yn No WA 145-3NLquotxg$ laud: 4 SERIE3420ALUMINUM SM REINFORCED SERIES 420 ALUMINUM 800 REINFORCED OX 1201202/ No Yes No WA XO. XX808quda96aquot: 5 SERIES 420ALUMINUM SOD REINFORCm 8ERIE19420ALUMINUM SOD REINFORCED XXX IV312024 No Yes No WA 143&q.er;.9Q&gv1C Florlds Daper"" of Business & Professional Regulation hge 1 d2 Building Codes and Standards 11W021 Product Approval Application Detall G" idlmtri[ aKE 2" 18"hodm ale ]sift yJOma NAlMN*d By t(riwmm aamar&n FOC Amrevd dogmm gyps R"WM 2020 Wayne -Galan, a dvaMl of Overhead Door Dwayne Kii ish John E. sore Jamey P. AM-. P.E. 10AYA20 OW20IM20 lornm20 1211620X1 Appded Corporation (330)76"121 PE-51737 (904)821-5200 Cdagry-. Bktmr D- dlromiafawame-daron.c ausCragary; BacNmel ❑tray Nor Aseamallas Or cenpllanca Melted: gvlluallm Report ban a Needs RegisteredA7ohltWt or 6 UMSOO Florida Professional Engineer lea! R091116BatriDdell gminAL A= >r a1mltlllQAmit Agmmmdlfallm aO1••,,,•d er ere I1II191i &"CbM1&1L tmes0 Rawest now Pressure 3 BOOOrtr100,0200 111,1105 eae39; Ms. W. I W38; Ma height. pszlnq 12/312023 No Yes Yee -31.00A35.00 .WNsb. In lip r IBtellmord de sedw 10 6000810019200a1123 168R3B.s 440tlt. 148111136 slur hoot, LSWng 12212023 No Yes Yoe +30.0OA33.50 ►vailsble in ldp r Inten1 eta seot.n. 11 6000A100/6200a1124 1661U9, Max Wdlh. 146M. Max height. Glung 12/31/2021 No Y" Yes •34.40A36.30 ewlsda In top or ntMlta6ate section. Florida Dsperanent of Business & Profeealonal Regulation Mge 1 tit Building Codes and Shnderds IMMI Product Approval Application Detall i➢le Indry at Am RILL a[iltlldOg $! 11M xicom moommo 0t ram" EagaMA.Lia Xdw m m xdglm teem" la,EAgalatal AaSialaO amiss Rewdm 2020 Cafes Olvmm of AADG. Inc. Tom Raney UL LLC hay Bleltop. P.E. 12/1a2020 121bi2020 1=12020 A9rxawd Cataaaryn Enrtr Dotes r6411494-2813 (054)947-0010 "Cwporr• Exterior 00" components Idn.reasygsex4bloy.eo Compliance Isedhod Crdlicadon Mae or Listing n' r.quality . Assuranct approved for Use Approved for tile. )gig( Rift gala! Protl�•+Yerid a�-brrName ,gyp :are In HIM J utsideNvKz Rublsri PBtimIDL 1 ap7, 707; T2Y; 747, Y51. 777, and 84r Shot and Peke of Must. rllend, and Louvered shills and mim d 12l312025 Yes Yes Yes WA Doers hallow meal daps. Florida Department of Business & Professional Regulation asset d2 Building Codes and Shnderics IrdA21 Product Approval Application Detall %vee lalPtlLEr Des time pate Pandise R" ,lyyyg ygym lk,,bdu,, gip rgy)�,Ayggp,g xdwd l4il kdwl g aitaGmlri Foc Apennines maw= gygpa R1M910rl 2D20 MI 4YIndms and Doss Brmt stinger Mafltan AlchfiOaJnl aavm M. Unm, PE 1i/17020 11n72020 1127/2020 Approuesl Cdsaw. Wines tri nMD-3300 Manurectuars AssddYkkt rr17)317-a454 3=811-a00; Siva Hung boanae rlimied.cmi Codpllanee Mehed: Cenaa9m Mark or Using f ,A6y&sgQAlessi nor Use agammia tea idea link 219M lesd Prods, Yedr. NLK&w w lame In 11111112 oradde Him Premium 2 105 SH 52X72 FInlFlmge Frame IGIBG angle Hug 1 4,118023 No Yse No -0011 c0 Leminsad Glass N N ..� > L U Q O 2 . � CU U a Cn 1•� C C O E Ll- O .0 ''^^ vJ -0 " O U O k2 ^ C� i ♦ V .0 � VJ Q Q Z Z W J O -t7 W >^ L 0 Q tr: m_ no V N 9 CO )..[ C L.L. d O O !V C 61 G u N 03 �[ E 8 « Q 3 �no ty N 1] u ox cu c I= N Q LI E Ila- � O O v.. U) E-6-siall `v O LL > CL 0 CL Q L v O L W ICU M O L CC LJ Q W z z Q J a SHEET NO. PA 1.0. -ia-P N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detell Pogea .19 1252022 Florida Department of Business & Professional Regulation Building Codes and Standards pry A Approval Application Detail Pop I art farm i FlofKls Department of Business & Profesalonal Regulation Building Codas and Standards Product Approval Application DeYll Pries t for, 1aad2+ FlOride Department of Business & Professional Regulation Building Codes grid Standards Product Approval AppRCalion I)eYll P.t•, Of IPJM21 N CU 0 5 2 Q C � '}� V C O t_ C Q n� � `V o (n T� Av V/ V) ^ Cl)v/�♦ i o .0 C o /�a� •( }� IC V O C o `V o �� - L_ '^ � 0) - Ch W O 3 �.. _ n� s+. •v 0 ^ ` 0 V/ ai �+ � f..L 21heandins 7Jat Yatalaa dilldllaare Geiucl m� &uasaas yagdelf0 ai 2stallitad SY � P AMMUBacho O bctorcie0 HWlll Ravlafon 2020 Thor-TwCorpaesoI SteveJamprson Lynda. F. Sch miA P. E Rysn J. King P.E. 1OW11021 OB/18n021 10113rw 12HS12021 Approved Oataaory:Ehasriorpoors (800)643.7826 PE43400 (913)7674M GUbCete007. awrgin Eaenbr Door Assemblies s)sopersOnQthlnMatru.w Compllanoe Method: Evaluation Report from a m Realoerd Ari9hefyd era Ubenead Florida FlofaaabrWEngineer Professional s WWUAMMa= �l Air g IDLll t mm iiidilG Aw Product Model. Number or Name Product D Bcsaddn �r g(gllda H1 3 NMPB 1 aTheme-Tru Fllef•C4nob and$n%oil-Stor Nomina39: laM8&QuotNen4mpwX&quot Opaquo 12J31/2022 No Yes No WA Compoole Edge Fiberglass Sirala Dow pnsWiraft1wrig; X configuration) UA3g;d iq4io�Non myaIt*mot a 12MI/21=1 No Yes fJo WA Z b. Theme-Tni Flber•Clasnh end 9rtiooM•Ser Composite Edgs F"kher g Wan Sd*IW#) pnawriglOutaWiingi X0, OX a OXO oon/igurosona) 3 a Thenns•Tru FOr•Claosloand SmOoth•Mor NOmmsISAN39;8&000tNon•Inpoe*quet Opaque 12/31/2'O2i No Yas W WA Fiberglos CWooans Edge CW M DOW MO w v khout Sddleas (InvArtg(Outswng: )Xor O)0(L) iiadl ! ;as ga Mahn" Yea mm 1901m llama s S9d� Y .a. *w �� FACAasroyd A09fmnd aliens Afirradlon ZD20 POTlft&$Hes Jan.Reaoreld h4hid-0.6aWoo -CER MamFOodreCCO-VAL 11N52020 11i06n020 11/tt/2020 Approved Cocoon, Who.". (D41) 4864100 (780 315.2d60 Henp lrawtklepypnduvais.e 9ubC4epory: 9 01n .. BrionCerNla6m Merl a Il.rm cemPllmerrnrod:.. AgzmmLum &mUwktrl2cvn � 21" final tlanDat In NVOIZ 4ubid, i Sedl of I� 2 awsm (Large Lfere loped) w yl soo. Hung vord- 0720/1075 Y. Ye. Yea N/A Leda tt�9[ Rita eta am lan I= YSWm ltielOdget Gesa lodoeM.iUMU Ydidetei� xdg" LaegYO �� humad ILEA IMA.Ian 2lp MlMadoet.ndDoar. Want Soonest AirithanArchtodimol Seven Mudn.POO 1122/2020 111 2010 1=19=20 ApprOwd dsr gay; Wtndags 4717) 3a0a3w 1Aan iecturre Ase0;lo0a R17) 317.6454 edheavoory Rees traltlhgtr(gmiwtl.am Cmpllana Melhod: CwWloonm Aerk a Lia+d tint agautlLarmdteD A°°`m' 1' , 1 1e3 Pull 73. ?2 Insulated dins 04034M No Yes No -swo G491 ttIaLY9L lit! an IstL�Oa fat D= )(Malin aeddmwz Glzad fodolMLLYYa imawtl[ 101990 sam6md LIG2NUM ARZMM stela Review 2020 MNSndowesod Dews esritatmpo AmemconMhitectural StevenKUrtch,PE 1010=02d 1000812020 nw16'Y020 Apprwad (Mteggy: Windows +T17) 3Ma3M Manufacturers Association (717)31F-0454 "Cooper. Hattosof Bear wronger�mard.am Oirtpllna adhadt Crtllbdm erg a Llaa1p ... :.; .. .... eMrmndtntlleo amrmnum_y a In W I2talm ,deal Laaaa.Ga�O gomadz,ukdmaam I, MVML 2WOOLt= ledmd lmeale , HS 166 Fin ndnenp Fin» 73a82In Mated Glees 02n82024 No Yes No •35r•65 configurations) 4 d. Thow Ts Fiber-Clossb and Snood -Star Nominal 7M O QgwtNon•Inlpao dquok Opaque 1213112022 No Yes No NIA Composite Edge Flbefglea Single Door 3 aTherme-Tru FlbsnClaub and Smo00i•Star ((A*WrIKiU sMng; X OonRquretlon) Nominal 7asr3g0 gquct Non- Inpsw&quot Opaque 12131/2072 No Yas No WA (impose Edge Fiberglass Mole Dow with SicWke(s) (Inaw(norOutry too: X0.OXa OXO d 7 t. Therm-Tru Rbr-craalo and Smooth -Star e Thama-Tru Fflm.CWmic end Srrooft-Sit r cordluraions) Nominal d&r32;0 &quotNon-Impaa&quot opaque 12 room Composite Edge Fiberglass Single Door anvoingloutewiig; XCordlgutation) Nominal! 6&N3a;0 &quotNon•Impod kti4 Opaque 1218(11072 Composite Edge Fikar9loa Single Door rM Sideloo(s) (IneWrigiOuNwing; X0, OX or OXO No No Ya Yes No No NIA NIA Florida DeparOnara of Business & Professional Regulaton Building Codes and Standards Product Approval Application Detau Py).1 a1 10=1 Florida Department of Business A Profeaslonol Regulation Bul6ing Codas and Standards Product Approval Application Detail Py. i eri 16r2o21 Florida DaparknaR of Buslnso & Professional Regulation Building Codes and Standards Product Approval Application Detail peg. / or t ersml 9711411141150119) 8 h. ThemrTru Fiber-Cieoic and Smooth -Star Nominal d&S3g;Q&quotNori4mpriut&quot Op oet" 12131r= No Yes No NIA Sin mm V3mWn Manufacturer candoet era bin Bob, Em.2m by lslt.1ftod Pet Ancestral A.-vad Big& ram mm Yml® M antux Contact indrrrALJ.ssoa YdabdJaL RNA ads 20LEND Dn VshtaW summated 3929gig era AMmind )era GM matt varatin Ewenlnf. Scud emktLLUMU YYdMifLat arB etas 29121 doe gib uwmd AgaM 1:11GAaamYd Mare1e9 liege Campodte Edge Flbarplas Double Door vAm or WdhaR 4dslap (InfowinglOfitewng, XX or OXXO conflgur*tlons) 9 10 11 12 LThgrma-Tru Fiber.CiveiC and Smooth-Ster L Therms-Tru Flber•CWssle am Smocath-Star k Therma•Tru FiberClossb and Smot4Yw 1.Thermis-TWFiM(-OwMaand Smooth-Ster Nominal 6030.8&quotNon-Impect&quOt GlatW 12/31r2022 Composite Edge Fiberglass Singes Door 01Mw(ng(Outsoft; XOOnilgUlation) Nam" 8&a39;88,quotNon-Impect&qua; Gland 12131n022 Composite Edge Flbogins Single Door Hush Sldsou(s) (Inawr4nouewng; X0, OX a OXO Nominal 8&AW;8&quotNoMmpaR&qu%(iN2ed 12i3lr2022 CorreoWto Edge Fiberglass Double (kit WMi or wgfiguation) (InavAnyOuteMng;.XXa OXXO configurations) Nomhad 7&M;O&quat.Norr-Impw*t4tGlazed 121sia22 NO kb No No Yes Yas Yea Yet No No No W N/A NtA NJA WA Anen,dW 2020 .. :1a! S Pf7TImaJdMea cole"yr9Nnaowe vibCatagoy: Fired Cenpllripe rdbed: Connotation Mark or usang PWd520 (L*rgoMWie lmpsd) Jos Roomonal N.mi-Doon BCCO• Cap MhftOde VXO-VAL (D01)48s-0i00 (716)315.2590 IraoYilddip90rduaalate om - >aaghLAaMmoa L4J�EIdddlmPMt VIN Fbed Vona- 04I30/2025 11/01M20 110=20 11n1rN20 - Ammedtr llu AaM�iM mSme gtasrrt In HYRZ Z Am"" Yes Yes Ves A6prove0 aaMm t'�Bbe NIA Reviein 2020 !m! 2 No W.00#s and Do" Oaludarr Whdo" "Ck.WFVI WE. compliance Medical: 6valuatin Report torn a Mare RaaWrsd Afehe*clre Lican" Florida Pr k.-d Englaar .. Naibrrwra. wed,aerew6784 Qrml Shiner We Rkorrra, PE St.00 M. Linen, PE (717)385.3300 PE-k'Z614 (717)3174464 beMhgtiamMd.oan Vertical Numnum Mulin 121311204 100mm 100e2020 IOAO2020 .. humbsdfrues 6 lalAgli I&rMtlrJlYllt NO Ves 12m&%20 land BaWtelr Yea Approved a 1LiMYY WA Mnrnatbn 2D20 R(a)gl 1 POT lndudris Cdogor•W6ns.Ws SsbCdagory: Wiles Consonance omm: cwkmeow Mira or IxOng prodrn rind. Number r rent siesta to Nl Doors andYWndows lend Ravaged MSO&ONdef BCCO• CBR Man*Oad45CCO-VAL (941)488-0100 (78M 315.2590 trosovsRmpalMustres.c om - t&Wb.AY®fa Product Description is Aluminum hluaom 051267ao20 'I'lM.p2a 11,1XV2020 ilM N2020 Approved - - A9a[mdOlaJW A9afmlYliYoa baled !L� Z Gtd premiumA Yes Yes ves WA Composite Edge F(brglmSingb.Door nnaWhnglOutpwM; X.cprdlgurobOn) 13 m. Therma•TW Hbar.CiaWo and Smooth•av, NCoommipraali779#9;0&qu*tNorimpmt%qui* Glazed 121SIMM Edge e Door Won Sr91he(i) QnsiA FigiCeavAng;rlitan im, OX OXO NO Yea No NIA or configuedoms) 14 n. Thorrna-TM Fleer•Ceglc and Smoom-Stir Nominal 8&K99;0 AquothloMlmpseffiquot Glazed 12/31/1022 No Yes No NIA Composite Edge Fiberglass Single Door onawrng/Ougawnp: X Configuration) 15 a ThemrTru Fiber•CMsic and SrnDoth-gar Nominal d&0%:044urrC14onrimpocdquct Glazed 12181r= Composita Edge Fiberglas Single Door nldh No Yes No N/A 10 p. Thermo Tru Fiber-Cheasb and Smooth -Mar SideIKo(s) (Inwetrg/Olrtsatng: XD, OX or OXO wnngutedone) Nomial'Ma39;0 &quotN6frimpsd8quot Gland 12r31r2022 Composite Edge Fiberglass Double Dow wtn or No Yes No NIA Florida DepartmrN of Business & Profeselonal Regulation Building Codes and standards P.pa,orl 10=1 Florida Department of Business & Professlonal Regulation Building Codes and Standards p pe2a2 10ai2Pl1 Florida Deparlinefs of Business & Professional Regulation Building Codes and Standards Pap.1 d2 101=1 ,kileo d Moslem Onawlng/Outesdng; XXor OXXO conflourabons) Product Approved Application Detail Product Approval optic Dealt Product Approval Application Dania 17 q. Theme-Tru Fibr•Cleaic and 6t7evrh-8W Nominal 84119:8 &quokNoo-lmpaCE&gwt Opaque 12/31n022 No Yea No NIA 19 19 r.Those-TruFber-Clone;fund SmooMSGr a. Theme Tru FberClawic and SmoathStar Composite Edo* F"Vlm Single Door Wth Transom (InwVng/OsgwMng; OAr configuration) homirnal8&#80;6&quMNot-Impog&gLma Opaque 12131Q= Composite Edge Fiberglass Single Door vvith Sdelile(s)-cl Transom(Ina.MrglOulsWrp; OIXO, OJOX or OIOXO configurations) Nominal :B 4quothIgn-Impod&quot Opslu* 1231/2022 Composite Edge Fiberglass Single Door with No No Yas Vas No No NJA WA Sao iWmLg go 291 ! age mm insm IMelh� Qua CmMOlra.lidail kgwiom xelow I9emgh0 FOCAm�al AROMM ideal Revision 2020 Janes Hardie Building Pmorwa Inc. Chad Olor.d V. Mdrew Tau John aboard, P.E. 01A6/2021 12/f12m oiin=21 ding FBC Agri Celogai Panel Whlls (000)$4543" PE41442 (352)30f•2529 fl aCatogg7 adintl ched.dieok4@J.mahrd G9dt IBM or an Girt Rteti.EladOl gp1 ] Y.am r.meaduw ragaad liortlalllaBr YMWYaia( YMWrid itel" PACA-��'a"d Aagelnd lirlLL Ravebn 2020 Aloes. Nick nnarnpeen lyndm F. 9d,mao, P.E. Assn J. King, P.E. 02/132021 021152021 021=021 04H3=21 Approved carapay: Panel welle (&M)SM-2389 P"3409 1513)78748" snbcdoOery: moat nthompaneel ido.oam ly9! 1C �Ol�,gnfi S�taH �1lM.ALfdall )dYl9rfd..L Y)r11�/d g��g peCgrg.P�dm ante Agaroved eleaa RealMM 2020 OAP Micheal Suer Race" Narrow John W. K nai^eMm, PE DOMM20 002112020 101022020 12M&Z20 Approved Cdagary: Apians (600)7"li PE4B1as (954)772-0224 SubCdagorY Jbghat ahn6ln rnainagef.opm SdWte(ai) gnarNngK)vevnirg; XO, OX a OXO caioiMnpaMdhod: EV6Nkcn Robert torn a *,corn t.*npllanaM*ead: hYdudim Report from s Corrtpllspe Mamd: Evaluation Rsport Ram s Continuous Head End sail pprAlgueatbmt) Florida Registered Arenntsl we Uansed Moira Fleece RagloerW Arahled ore Licensed Floade Finds RtgletarodArchbot or a Licensed Florida 20 t Theme.hu Fiber -Classic and Bmoolh-Stir Nom(MI98J99;0 NOn-I nlpp WOriginator Coin Composite Edge Fiberfil Sin 9Door With +dries ' gl SdWaa(s) gnsviinglOutwAng, XO. OX for OXO Engineer ProlesabnU Bane 21 22 29 u. Thermo Tru Faw-Crab and Smooth,Star v.Theme-Tru F bwLlassla and Smooth-&$r w. TKrma-Tru Fiber-Claaeb dh and Srno•SUu Continuous Flood ford 941 configurations) Nominal AN 8i1gtathloo-Impact&quot Glazed 12/3112072 Composite Edge Fiberglass Single Ow vadn Si3Waa() onsWngfOuse'A g;.XO, OX or OXO Continuous HOW sad Sol configufati0na) Notional as19B:0 &glidtNon-Impfoor&quot Glazed 12I31l2024 Composts Edge Fiberglass Singic Door with Sdeia9(a) VRAVAMWOulr,Wrg; XO, OX a OXO Continuous Had and Sit configurations) Nomlrul8&IY'Jod &quatNon-ImpedRquot Opaque i?g1/2022 Composite Edge Fiberglas row Panaevft Vented adWW*) OngMng/Oubwhg; XX XXX or XX)0( No No No Yes Yes Ya No No No WA WA WA AMA 1 2 (tensions Lap Siding Hrd.Plamn L.p Siding commLAasIersook hochect 0 Contract Emblem 1b•r-aemanl Iva eesng 1251142(t23 ibPr-eemanl lap eking 12312023 ACer°vd/arOm Abscesses for ties am t Ie.Mva outs S m mi statim Yoke Yes NM Ye Yes NIA 21" pressure WA WA 4-0 1 2 3 4 a 9 ... ... Frond s a.ii. Nrroor a Hume a. equctZilquot Bost O 6qur>»Mlaaa T4&qud: a.Ml a.aquatGroenbror Mmago eadodat39: Soft d squdAalkwat son a squd;ChwW (Meaq at; lust u I. 8qud:SUpr 9pan6qd; aeMN Produce 0awd00on Comes 6drdlm ode Vent oradd Vinyl ads 12/3120g3 Vam or ddld VW ads 12131=3 Vent or lldd Vinyl Sofa 12/31=3 Vent or Sold Vas Safe 121312023 Vent or Sold Vinyl WO 12/312023 Vent r Bdld VnW Bost 12n11X724 . . Ackerevsetrues Agg(ovd for Van in NVME Ouidde NUNt No Yee No yes No Y4s No Y.. No Vs. No Yes m good" No NO No We No fib 21dm ire WA WA WA NIA NJA WA 1 GAP Asphalt Raorahlneln Owft,Asg finodual. Chemloolon lr�r.Ei01f�1ddaM! Fbrd..relMooa! 34.u, umnded. Sbu.nd 12M$=22 nlperge saphen NiigW Asmved for Use km MOM b.Nia! $drdle RVNi AtYrall 1ero1M(R No Yea MIA WA aYil N r C _ eL 'O ryJ w Co configurations) C.1 L\ Ca 24 25 20 27 28 29 3D x ThemvTru Flbr-Clae9k and Sm 0 411tar y. Th*mr-Tru Flbr.Clossioand Srnootn5er i Thsmlo•Tru FharClossio and $mocith4ber as Thane-Tru FitarClawpoand St. nogi-Star zb.Term-Tru FWer-Claosro and Smbodu-Stor m Ther e•Tru Fibs-ClasWd and Smooth -Star zd. TMrms•Tns FrorrClaee;and Smodh Sian Nominal g8N9YO Squmthion•Imp"clitat Opaque 12l31/2022 Comp" Edge Froorglaes (low Ponelavdlh Varied S(ddbirntng e(s) onsvilnglou; XX, )0O(r)000( oaKeuroscos) Nomdrald&aas;S&gLiANon•InWo%quat Olazso 12t3112022 Comp oak Edge Fibelglea Odor Palle V^ Vented dSlwdheette(e) 0WAiIng10utrMV; XK.XXX a)OOX NZ fixld8&A�;O&glathlon-Im p"Quot Glazed 12J3t/= Composts Edge Flberplos Door Poresah@1 Vented a rstl n wngtoubriving; XK xxxor xxxx Nominal O 4M39:8AquotNon-Irtpd&quot Glazed 1213112022 CompadN Edge Fiberglase Single Dow wth 3&*,0 Sideliti onsw rigioueWig; XO, OX a OXO condguhatons) Nominal llSM;S&qucthlon-Impacti1quot Glazed 1201/21M Composite Edge Fiberglass Doubts Door with UW996idelbae OrwMnWOulrrAng; OXXO grlflguretion) Nominal9OMM &quAhlon•lalpo.Ct&quot Oland 12J31/2022 Composite Eops Fibergas4 SriQgle Door with 9&g3k0 Siddae(e) Qn4WMglOuteverg; X0, OX r OXO wrist( O&quotNon•Impsiz8quot Glazed 12111r2C22 Comm) 88eEdg �� E_�� ��iwlrg�icw�i Double No No No No No No NO Vet Yas Yet Y*s Yoke Yes Vas No No No No No No N0 WA WA WA WA N/A WA MIA Z c ' VE rn •Q 3 lap a - 't= � � V Its pp X Q N = Cm A N Ow Y r 3 iq Cut .rd V tL e ro O !i A O 41 Florida Department of Bughass & Professional Regulation P*gs / a+ Busting Codes and $Yrderds f0arm2, Product Approval Application Detail Florida Osp oftment of Business & Professional Regulation pees l d1 8(Adng COMB and standards tarM2t Product Approval Application Datall Florida Department of Business & Professional Regulation peg. t d1 Building Codes and Standards rAvaM, Product Approval Application Detail uk ltdlh(.1: Rdt are albLmdga art ))fg Yldro !lli GOmMI IiodmMAlkm YililKk bligilig dmllow FBCAMMm Ast>elad B" rmviown 2020 TAKKO guiding Products LLC Kam Won Robs" NemMn Jahn W. Kn4¢aalan, PE 1004r= 09012020 10112rION 12n52020 Approved Ceel'gnY: RoaNp 1417)0244)944 PEMIBB (064)772 e224 "CeldM7 uiq nsymeNa kam_eden416rheo.eom Corrpleme lamed tk EveMdm Repot Yam a Flora i nalelawd erdinM ass uenced Floods lar,el Fa,pinar .. .. ; p.. ,. ,. .. �:. .... ,,.. . -.. ,.. . ; G90 loaty.a anti ant! bmtmdm bit I= Yimm mushm GOMlddmKLLigreas MIMM" Ydww aamm PaCb&Mw ARKUW SdML MZ Re11s)on 2020 L.V. Thonpam. Inc. doe Thompson ArchMtture Tony Cinnamon Zachary R. PY" Slow at Utdn, PE COM7i1020 Oanr202C 03=020 121,520Y0 .11" d McMlt Company 1e13)74ea488 P&7e021 11+7)]i1-0454 c tfow. Rooting tanyGOModaiweg.can •ubCrdm6ry: Rw1ng Aaestesrles that tree Mignl Pan ofthe Roofing sydom _ Flodit RmisrM ArohRM wa Lansedd Mort. vrr4abnd En(Mn4r GdOt lolmlo< au abed lS itOa Be mm version itanuaf.hird tooted onmom AUbagi Vdndrd er Validated DAM Fee AORFWN Apgrgyld MOM ReW.Ion 2020 Floods Mks Producs Inc. Clam Jones Jotnes I. Beam. P.E.a sewn M. UMh. PE 00W=20 gB202020 10AW020 12M8/2020 Approved cat*pory: ROdrhg (904)7e3-0400 CBUCK tiianaerhg 1717)]114151 subCdegorr. Rating Accosada the one a aeaMnanao.eam PE-31242 111egral Pan eTM* Roolnpeydam cbOpllaweMadtd: EYeludln Report ham a ProeNlmal Engi nerenn*ol r a Llanaad Fledda q see Kas tin -' elm 31 sfl. TFamiq-Tru Fber•CJaalcad SmOomStef cosago configuration) Tan Nomhr 78a3g;0 &gUOtNOn-ImpsW&quat; Shadier 17/3'I12022 Series Composite Edge Glazed Fiber plaes single Doorwrth a Wkhout 19#39:2 Sdd►lle oreWrnglOuaawirg; X OX. XO of OXO wnfiguraOCnp No Yas N0 NJA =�PmdudHodd 1 2 TAMKO Rod URdedsymone(HVHZ) m TAMKO Rod Unriynl.m.(NOM-HVHZ) 9IaY0(A&aB&Ogs r Rodundsdaymenl. forums n FBc HOC 0629R023 lu sdoms. Roolundedaymenh for us* FBC nn-HVHZ CBr}92023 )salad Wcoa, Ag.MadfMase ARRMMdfMltel OAK lalSytlZ &sitelad Ya No N/A No Yes NM Gsgal NM WA AMA 1 2 3 TAMCO Fit Top 01FRdge Vent ereh B•ds to Too TANI000coneakV4re es TAMCO 09--RI49 Rohr Vent Weh Bale 26 Co. ddo raf"NMta gar baffle oama2s 260L Osoo"M 20 Co. sego roorvemlata with Integrated base O9A91 m .. A use l � Ya Yes No Yes Yes Yes lined � NA NM NM g1dm � WA •01.82.5 WA R(pyi 3 seerdedel-1L� �•FLAMCO Squot:RV 1OR1dp Vatoaggo: Gg�d.Oml(dlBOJela ALminurn Ridge VeNe he plaited nine fsMaed 12/312024 from 0.025' Alonium Amrovod fr llr Apaumw for um mm Gtal� lnjivmz gwddi.mw 1aWregi !menu. No Yet No WA 4 TAMCO Round Top Olpgklas Vent Win Baffle far Tile 26 pa. iesu roarvOmlldor With home OOMN020 Yes Yes NIA WA Florida Department: of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 311WO22 Florlds Department of Business A Professional Regulation Balding Codes and Standards Product Approval Application Detail Peso a loin( Florida Departmort of Stslnsse & Professional Regulation Building Codes and Standards Product Approval Appllcatlon DOW Pope l art inrmt, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.p., a 1 1012022 aft li&h(g[ iota Gale 2seLmdna lot! f&dl k ll = are as Gai.Paadga ads am Ent" or 2ft am Do* PlOIRkka 20 FLN1109-R31 or 20 20 20 D(Q� Version Manutiacturr Engineer 8 Validated By j(iy(�}),� tilt Pending, Revision 2020 POLYGLASS USA Maury,Alpert License John 1D/2611202010?2M20= Category: Roofing S95423319305rnelperi®polyglase.00m Robert Nisminen Knezavich, PE ApPA" Subcategory: PE-WI88 (954) 772.8224 11i01/202D UnderiaymeMe Compliance Method: Evaluation Reportfrom a Florida Registered Architect Or a Licensed Florida Profes9ioTral Engineer FL11B70R81 Products ��pp�� a" Produel Yodel. Norr4w or Nam ftaiduar 2maillilm 20-- In hwzEadditl fit$ Status, ARproved Approved 12115MO20 ppggi�lggn( lP9lI6La aria Yl= Rrrispn 2020 iaat 1 alter Linens cateq : Raring ategral ana the RO caesaiarod wean Integral Fanr9lt RodlnDSYelim Corrosives Method: ts/a(ustwReport aama FlorlckFteo>eia� bdasLiae ndFlrra - Deck-Nr'� O 4toll HMO M.Air 0A-4 IA"iMloot4111ao! XLINKffi Koons Je ley Jane L Buaa r, P.E. proven M. Unch, Pe (5DI) 983$163 PE-M,12 (717) 31T-6454 kldiy@lomna.arn CBOri�didlg9 QatuaiNwia2m Polypropylene Wwd Ddeh Venl 12/10/2025 Loo Pro9e, P IeMnlabNtsMdbPiJWmdDeck. kad" !8adow nl fiLAMO AgAMM 11222020 11232020 11MO20 g A IMU" 6 yhmd 1, Nine ltdstlo MVM Real" No Y. No lima ding FBC Appn Rtesm IlaYMa <D7.6F97.b IYat Vogel- Rovielal 2D20 is 17 to 19 20 77 2* saude" last ftedhp Codmw Rpoeng eWCdo/ory: gootnp Tlla COrfpll.fna•Matad: sWludln Reps hen. Product &Wusdnsilly g$yMyMga�Ly�odlLlY�har Be10ny•CMka, a u°Mn 4w,ap"wegbldi Th" &.mp; anpeat 9way40 -OW. 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Number orNoml 20 Gage Galvanized Stool Storm Parrolkell 24Gage GalwnlzedSWlStorm PaakMHVHZ ,Contact Engineer iu0skso YMMatadm Tim Robinson Wo#WA. Tppt Jr., P.E. John W Knawleh, PE (054) SW7645 PE-44107 (964) 772.8224 Nm.mbinwnf8gppentwm Produal0muleabn come . Corrugated Gabanlzed &set Storm Panels ratened 12181n022 0r not at tracks Gal to provide huRbaM Panels retained ornotbtedGatoprod90asl8temPanesaWed 12/91/2022 or not by ksa s 10 provide hurrbana p a action. 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Badaag2rdelM glllaratamrtlaagtM MJI�i gldrdaxlga EMlnln Elamo 1 awrelaawaaNgwaAaAa akin(OwDOa Wy12JM1M'WI.'aerla Mdm bOa (aFil1-K aAltftal ND Na M +Msm asntr) 2 awM lar&r PM RAwd IRWIN am" ow WM error PwW Flad'O' DowMWIs, WIRrx OM401011 No Yes No M0410 011A? i 804101a a&mop= ahahNOWN (Man oar Wqr 24"%Or SWO arms Ow(►f" 8 In aeAlM No Ya No +aFa 4 ewaa la an Mraawpow wJ% 1MWQarwDaw VaM afar Pad Ph"v aourM IN 47.1?K "meow No Mao Na 290a6 s"M N O cn N CU O U N 0 O C cu -0 a- >` O CU O cu . (n C C t` Q O LL. O .0 'a E ��� O C- C .1 0 Q Z w J ^W W U) cu 0 L- CL CL no a cu ao Q CL cu W Q z J z a August 10, 2022 SHE T PA 1�2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/34/202d For Woo Inks to all BST approvals rated below, CLICK HERE For addtioral Information regarding Florida's Statewide Product Approval System end Mara -Dade Canty Notice of Aceptance (NOA), CUCK 1493 FLA2358-RT Ag" Product Model. Number or Name Product Omcdotion 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL11OM&Pa &W Product Medal. Number or Name Product Oriscritstion 1 $D1011208B Outdoor Accents Connector Screw 2 $DOI12. SD9212, S010112. SDI 0212 Strong -Drive SO Connector Screw 3 SD9112SS, SM12SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512. SDCP22e14, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SOCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 e SDHR27400, SDHR27614, SOHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS26134, SDS25200, SDS25212, SDS25300, SDS25312, SDS26412; Strong -Drive SDS Heavy -Duty Connector Screw SOS25500, SDS25000, SOS258M 8 SDS2511288, SDS26200SS, SOS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw FLirt 0007-R8 AGAU Product Model. Num bar or Name Product Description 1 ATR3/8, ATR1/Z ATR5/8, ATR3/4 Threaded Rods 2 ATUD5; ATUDS-2, ATUD9, ATUD9-2, ATUD9.3, ATUD14, ATUD14.2 Aluminum Take -Up Device 3 SP318-2, BP112, BP112.3, BP5/8.2, BP51&3, SP314, BP3i4.3, BPRTUD3-4 Bearing Plates 4 CNW3/8. CNW112, CNW518, CNW3/4, CNW5/8-1/2, CNW3143/8 Coupler Nuts 5 CTUD55, CTUDO5, CTUD6e, CTU078, CTUD78, CTUD77, CTUO87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUDW 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTU03, RTUD38, RTUD4, RTUD4B, RTU05, RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW36 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod RunTledowxt System 12 URS5 SM" Uplift Rod Run Todlown System 13 URSO 3/4" Uplift Rod Run Tiedown System F1.810441-116 ,$gig Produot Model. Num bar or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC1G= Hold-down 3 HDQ8,HHDQII,HH0014 Hold -clown 4 HOU2, HDU4, HOU5, HOU8, HOW 1, HOW Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTH08: LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purrin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap style purlin anchor 10 PAI18, PA123: PAI28, PAI35 Strap -style purlin anchor 11 STHD10, STHD10RJ Straps" hold-down 12 SrHD14. BTHD14RJ Strap -style hold-down NEWS Simpson Strong -Tie 20M FBC Approved Products Updated 12/3W2020 NOFor direct Inks to all SST approvals fated below, CLICK HERE For addtionsl Information regarding Florida's Statewide Product Approval System and MantlDade County Ndtios of Acceptance (1,10A), CLICK) HERE. 21 LB series hengors Top flange hangers available in width of 1.9118" and heights ranging from 53/8" to 15-118", 22 LBAZ series hangers Top flange hangers available In width of 1-9i'16" and heights ranging from 9.3/18"to 134/8". 23 LEG3, LEGS, LEG7 sodas hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33.1/2'. 24 ME05, MEG7 series hangers Top flange hangers available in widths ranging from 5.114" to 6- 7/8" and heights ranging from 9" to 32.117'. 25 MIT series hangers Top flange hangers available in widthe ranging from 1-W18" to 6- 1/8" and heights ranging from 9-1/4" to 24", 28 PF, PFS, PFDB, PFDSB series hangers Top flange hangers available in width of 1-W16" and heights ranging from 33/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hanger: available in widths ranging from 1-9118" to 7- 1/8" and heights ranging 9-114" to 32". FL#10860-R8 hMJ Product Modal.NumbarorName 1 ABA44,A13A44R,ABA48,ABAABR,ABASO,ABA08R 2 ASU44, ABU44R, ASU46: ABU48R, ABU55, ASU54 ABU65, ABU66. ASU66R. ABU88, ABU88R,ASU1010,ABU7010R,ABU1212,ASU1212R 3 ABW44Z, A8W44RZ. ASW4eZ, ABW46RZ, ABWeSZ, ASWOORZ, ABW7.7 4 AC4, A04R, ACE4, ACB, ACBR, ACE$ 5 BC4, BC46, BC4R, SC6, BCBR, BCB, BCS2.2/4, SCS23/6 6 C944, C848, CB48, CB68, CB88 7 CB5044-SDS2, CBSQ48-SDS2, CBSQ86-SDS2. CBSO88-SDS2, CBS088SDS2 8 CC, ECC, ECCU Series 9 CCQ-SD82.5, ECOOSD32.5 Series 10 CPT44Z, cPTeeZ, CPTWZ 11 EPB44A6 EP844, EPB46, EPHBe 12 EPS4Z 13 LC844,LCBe6 14 LPC4Z,LPCBZ 15 MPB44Z, MPSWZ, MPB88Z 16 P844, PB44R, PM, P886, P866R 17 PBS44A,PSS48,PBS68 18 PBVB, PBV10 19 PC44-18, PC4e.18, P048-18; PC64-18, POS&I O, EPC44-18: EPC4e-16, EPC48.16, Epim-ie, EPCBe-18 2D PC4Z, PC IRZ, PCBZ, PCBRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPCBZ, EPCSRZ, EPC8Z, EPC8RZ 21 PPB44-4Z, PPB44-6Z 22 RPSZ FLNIONS-R5 Anti Product Model. Number or Nama 1 FJA, FSA 2 FRFP 3 01-146.8, GH46-8, GH4", GH48A GH410-6, GH410.8. GHWO. GH58.8, GH68.6, GH8& 8, GH810.8, GH810.8 4 GLBSA, GL855, GLBSC, GLB6D, GLB7A, GLB78. GL87C, GLB7D 5 GLBTSI2, GBLT612, GLBT518, GBL7816, GLM20, GOLTS20 e HGLBA,HGLBB,HGLBC,HGLBO 7 HOT-2, HGT-3, HOT-4 8 UFPl"DS3 9 URFP Prodact Llwcrfetian Adjustable Post Base Adjustable Post Base Adjustable Post Base Poet Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3.1/4" to 9-1/2"and W2 ranging from 35/8" to 7-1/2" Screwed column caps with W1 ranging from 3.1 /4" to 9.112" and W2 ranging from 3-WO" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plato Glulem Bearing Plats Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12/7W2o20 For direct links toall SST approvals lead below, CLICK HERE For additional knkdmadon regarding Flonclas 8tdewlde Product Approval System and Mam-Dade Canty Notice of Acceptance (NDA). CLICK NERE. FLN10446-RB MW Product Model. NilmhK or Name Product Description 1 A21. A23, A33, AX A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APS44, APS44R, APYB86, AP668R, APB88, APB88R, AP81010. AP5101 OR. APVB44, Outdoor Accents Post Bases APVB44R,APVB68,APV868R,APV888,APV888R,APV61010,APVB1010R 4 APDJ724, APDJT2R-4, APDJT2.6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.8, Outdoor Accents Deck Joist Ties APVDMR-8 6 APHH48, APHH48R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 8 APL4, APL6, APT4, APTS, APVL4, APVLB, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R; APLH2e, APLH28R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 F-C4, FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 1­12A, H2.5T, H8, H10A-2, H1 DS, H14, HGA10 Hurricane Tles 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HHB Header Hangers 19 KBS1Z Knee -brace Stabilizer 20 1.30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS3O, LS50, LS70, LS90 Stowable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ2eLZ, LSSJ25RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Ske"ble Hanger 26 LTP4, LTPS Tie Plates 27 ML232, ML24Z, ML282, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Fece-Mount Hangers 31 RBC,RBCP Rod Boundary pips 32 RST-3 RootTiie-Down 33 RTC22Z, RTC42, RTC2Z, RT044 Rigid Tie Connectors 34 STC. STCT, OTC, HTC4 Truss Ckps 35 TJ037, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Pane( Stiffener Clips FLfM0447-RS Product Model. Number or Name f AHEP 2 DSC2R-SDS3. DSC21.SDS3, DSCSRSOW. DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.3713.12, HHRC68 8 HRC1,81, HRC22 7 LRU26. LRU28, LRU210, LRU212 8 LSU28, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24,TC26:TC28 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426.2 12 THAI1.81/22, THAI2.06122, THAl2.112Z THAI222, THAI322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26,LTHJA26,LTHMA 15 THJM2-44SDS3, THJM2-5SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12/JW2020 For drect Inks to &I1 SST approvds Rated below, CLICK HERE Foradditional information regtrdhg Florida's Statewide Product Approval System and Mami-Dade County NotPoe of Acceptance (NOA). a N Product Model. Number or Name Product Description 1 BT, BTS, BTH Brick Ties 2 CMST12, CMST14, CMSTC10 Coiled Straps 3 C814, CS16, CSIO, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 ComprosabnlTonsion Strap 8 DSP, SSP, TSP Stud to Plate be 7 H1, H10A, H2,6A, H3, He, H7Z, Hle. H16S, HIS-2, H16.2S HurrldanoTles 8 HOT-2, HGT-3, HGT-4 Heavy GirderTkxlown 9 HS24 HurrioanoTo 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twlat Strap 13 HTS018KTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTAR LSTA12: LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA38 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTS40 Bridging 18 LTS12, LTSie, LTS18, LTS20 LightTwietStrap 19 MOT Medium Girderiiedown 20 MST27, MST37, MST48, MSTW, MS72 Straight gaps 21 MSTA9, MSTA12, MSTA16: MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Strops 22 MSTC28, MSTC40, MSTC62, MSTC68, MSTC78 Straight Straps 23 MS'TC48B3, MSTCOOB3 Pre -Bent Straps 24 MSTI26, MSTI3e, MSTI48, MSTI90, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTSW, MT630C Medium Twist Strap 26 NCA200.12, NCA2x12.12, NCA2x8.1e, NCA200-18, NCA2xl2.18 Bridging 27 RCVJB12,RCW914 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plato Strap 29 RSP4 Sled to Plate Connector $0 SP1, SP2, SP4, Spit, SPe Stud Plats Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, S32.5, SS3, SS4.5 Stud Shoo 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, STe238 Straight Straps 34 TB20, TB27, TB30, TB38, TB42, T848 T864, TB68, TB80 Tension Bridging 35 TWS10, TWB12, TWB14 Wall Bracing 38 VGT, VGTR, VGTL Variable Pitch Girder Tledown 37 WB100, W8106C, WB126, WB12eC, WB143C Wag Bracing Product Dworlotion 1 CBH2.374.5, CBF12.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Comer Plate 3 HGU3.83-SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62SOS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7,OOSDS. HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2. HHUS46, HHUS48, HHUS410, HHUS5.60/10, Truss Clip HHUS7.2W1 O Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Woft Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU2e-2, HTU28.2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9-SDS, HUCQ1.81111SDS, HUCO210.2-SDS, HUCO210-3SDS, HUC0310- SOS, HU00410-SDS, HUC0412-SDS, HUCQ5.2519-SDS, HUC05.25/11SDS, HUC0810- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1260=0 For ck" Inks to all SST approvals Isted belay, CLICK HERE For additional Wormation regarding Florida's Statewide Product Approval System end Mami-Dads Canty Notice of Acceptance (NOA), CLICK HERE. FLOI14MRS Mal product Modal. Number or Name Product Desoriotlon 1 HHUS2103, HHUS210.4 Joist Hanger 2 HRSO, HRS8, HRS12 Strap Ties 3 H000210.2-SDS, HUCQ210.3-SDS, HUC0310-SDS Joist Hanger 4 THG82, THGB3, THGSH2; THGBH3, THGBH4 Joist Hanger 5 TH002SOS3, THG03SOS4:5, THGQH2SDS3, THOOH3-SOS4.5, THGOH4-SDSG Joist Hanger 6 THOW33, THGW3.4, THGW4-3, THOW44 Joist Hanger FLX11473-1115 JW Product Model. Num bar or Name Product Dweffotion 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H18S, H15-2, H18-23 Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETAL1e, HETAL20 Embedded Truss Anchor e HGAM10, HMO Masonry retrofit connectors 7 HHETAIB,HHETA20,HHETA24,HFIETA40 Heavy Ern bedded 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, MSTCMOO Strap Tie for Masonry 12 MTSM1e, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL 111498-R5 MW Product Model. Number or Name EM91=2usdpm 1 DTT1Z Deck Tension Tie 2 HD12, H019 Bolted Holdowns 3 HD36, HD613, H07R H098 Bolted Holdowns 4 HTT4, HTTS, HTTS314 Tension Ties 5 LTT19, LTT208, LTT131 Light Tension Ties F1. 13826-R8 Ing Product Model, Number or Name ProductDowriotion 1 S85/8x24, SB718x24, SB1x30 SB Anchor Bob; 2 SSTB16. SSTB20, SST824, SST828, SSTB34, SSTB36, SST816L, SST820L, SSTB24L, SSTS Anchor Bops SSTB26L FLAHXn-R4 .42 Product Model. Number or Name 1 CMST12, CMST14. CMSTCI6. CS14, CS18, CS18, CS20, CM 2 HRS6, HRSS, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24: FHA30, MSTI28, MST138, MSTI48, MSTISO, MSTI72, SIMST27, SIMST37, .SIMST48 3 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LST'149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTAO, LSTA12, LSTA16. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, 8UBH325, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, $TO, ST12. ST78, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST8238 11 MTS12, MTSI6, MTS16. MTS20, MTS30, MTS24C, MTS30C 12 SB1.56, S181.81, 9W.06, S1B2.37, S/B2.56, SB2.68, S183.12, S183:56, S1B3.62, S/84.06, S84,12, S1B428, W134.76, SW.50 13 SBA2.12/8, MA2.12/10, S)BA2.12112, SJBAZ12114, SBA4.1818, S/BA4.18/1% SfBACISM2, S/BA4.18M4 14 WH1A 15 S/HdBS, SMD88, SA4D10S, SHD108, S/HD158, smim 16 WHdU4, WHDU6, S1HDU9, S/HDU11 17 liUCT, SIHJCT Pruduot Owcrltltlon Coiled Straps Straps 97 mil (12 Us) Heavy Twist Straps Straps 43 mil (IS go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 64 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tter Holdowns Holdowns Joist Hangers Product Dewdotlon Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers avaiable in widths ranging from 1.9/16"to 3-9116" and heights ranging from 9-IM" to 23.15118". Foca-mount hangers Fscs-mount hangers available in widths ringing from 1.518" to 7- 3/8" and heights ranging from 6-6118" to 12.718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to6.118" and heights ranging from 4.3/4" to 16-314". 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 1-9/18" to 7- 1/2" and heights ranging from 2.7/8" to 19.1/4. Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116". Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 121342o20 For direct Inks to all SST approvals Isted below, CLICK HER F For additional information regarding Florida's Statewide Product Approval System and Marti -Dade Canty Nadu of Acceptance (NOA), a ICK ". 18 SLBV1.56, S1LBV1.81, &LSV2.0e, S/LBV2.37, WLBV2.56, S1LBV2.68, S/LBV3,12, Top Flange Joel Hangers SA.BV3.58, WLBV382, S/LBV4,08: S/LBV4.12, SILBV4.28, S/LBV4.76, SLBV5.60 19 S/LTT20, SDTT2Z, S/HTT14, HTT4, HTT5 Holdowns; 20 6IMSTOO, S(MS'T72 Straps 118 mil (10 ga) 21 SP4, SPB Stud Plate Ties 22 SSP, OSP, TSP Stud Plate Ties 23 STC, OTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL1N3904-R5 JIUA Product Model. Number or Name 1 CCOM3.82-SDSHOG, CCQM4.82-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, CCTQM4.82SOSG, OCTOM5.50-SDSG, CCCOM3.82.SDSG, COCQM4.62-SDSG, CCCQW'50-SDSG 2 ECCLQM3.62G4CT, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLOM05 boo-KT, ECCLRQMD3.92G-KT, ECCLROMD4.62G- KT,ECCLRQMD55OG-KT 3 HGUM625, HGUM550, HGUM7.00, HGUW,25, HGUM9,00 4 LGUM28.2, LGUM26.3, LGUM264, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM270-4, LOUM46, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA312111.25, MBHA3.5W 25, MBHA3.56/9.25, MBHA3,58M1.25, MSHA3.56/11.88, MSHA3.56/14, MBHA3.56/18, MSHA3.5B/18, MBHA5.6W 25, MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11.W. M13HA5.50/14, M8HA5.50/18, MBHA5.50118 6 MSHU3.58/9.25, MBHU3.68111.25, MSHU3.56/11.88, MBHU3.5e114, MBHU3.5e/1e, MBHU3.56118, MBHU5.5019.25, MBHU6.50111.25. MSHU5.60/11.68, MBHU5.50/14, MSHU5.60fi8, MSHU5.50/18 FLM13976-Re Aga Product Model. Numbgror Name 1 SDW223W. SDW22338, SOW22438, SDW22458, SDW22600, SDW22800, SOW22638, SDW22834 2 SDWC154W, SDWC15000 3 SDWHIP300DR SDWH19400DB, SDWH19600DB, SDWH19800DS, SDWHI91000D8 4 SDWH27400G. SOWH278000, SDWH278000, SD1M•1271000G, SOWH2712000 5 SDWS1621Z SDWS16300, SDW318312. SDWS16400 e SDW519800, SDWS19712, SOVv822400,SDWS22500,SOWS22512, SDWS22800, SDWS22800, SDWS22900, SDWS221000, SOVVS221100. SDWS221200, SDWS221S00 7 SOWS'12300DB, SDWS22400D8. SDWS225OOD8, SDWS22eO0DS, SOWS22WOD8, SDWS221000DB 8 SDWS22312OBB, SOWS22512OBB 9 SDWS27300SS, SDWS27400SS. SOWS2750OSS, SDWS278009S, SDWS278WSS. SDWS271000SS, SOWS2712006S 10 SDWV13400 11 STN22 FL#15363-1113 JW Product Model. Number or Name 1 AS 18. AS 1885, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP FLM16730-R4 hag Produdt Modal. Numtyeror Nama 1 ET -HP 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW-60, GW-76, GW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G MawnryPL9SlYsacdption Pier Caps Masonry Plea Caps Heavy Masonry Hangers Masonry Boom Hangers Masonry Top Flange Beam Hangers Masonry Boom Hangers ProductlOwd2 ion Strong -Drive SOW SNP -PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWFI TIMBER-HEXScrew Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Dike SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SDWS TIMBER Screw Exterior 0lade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Pr gaga TrPiJp9YgL ion ues. Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gwaetuated fasteners and assemblies Powder -actuated fasteners, threaded studs, and assemblies Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2o20 For direct Inks to all SST approvals lded below, CLICK HERE. For additional Information regarding Flande's Statewide Product Approval System end Maml-Dade Carry No" of Acceptance (NOA). 11 HUS, HUSC sorbs hangers Foos -mount hangers available In widths ranging from 1-5/8'to 3. 9116" and heights ranging from 4.5118"to I I" Concealed flange version (HUSC) available for models having width aquatic or greater than 3.9/16". 12 IUS series hangers Face -mount hangers available in Wdfhs ranging from 1.718" to 3. 518" and heights ranging from 9.1/4" to 18". 13 LOU3.26SDS, LGU3.63SDS, LOUS.25SOS Face -mount hangers 14 LU24,LU26,LU28,LU210 Fooe-mount hangers 15 LUC28Z, LUC2102 Face -mount hangers 18 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 5/8" and heights ranging from 3" to 10-15118" 17 MGU3.63-SDS, MGU6.26-SDS, MGU5,60-SDS, MGIJ6.82-SUS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Faca-mount hangers available in Widths ranging from 1.9116" to 5- 118" and heights ranging from e-16118" to 19.1/2'. 19 MUS28, MUS28 Faco•mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mourn hangers available in widths ranging from 1- 0/16" to 3-9/18" and heights ranging from 3-itl Win, 13.314". Concealed Mnge version (SURC, SULC) available for all double 2X and 4X model; on y adults flange Is donoealed. 21 U aeries hangers Face -mount hangers available in widths ranging from 1-9118" to Wand heights ranging from 2.5M"to 11.1/4". FLVIo867-R6 Aag Product Model. Number or Name Eroduct f3ascriptlon 1 BA series hangers Top flange hangers available in widths ranging from 1-W18" to 7- 1/8" and heights ranging from 7.1/8" to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 1/8" and heights ranging from 9-1/4" to 24", 3 DGF aeries hangers Top flange hangers available in widths ranging from 1.112" to 3- 5/8" and heights ranging from 7-1/4" to 24". 4 DGHF sodas hangers Top flange hangers available In widths ranging from 1.3/4" to 3- W8" and heights ranging from 9-1X'to 24", 5 EG5, EG7, EGO sense hangers Top flange hangers available in widths ranging from 5.1 /4" to S- 7/8" and heights ranging from 11"to 32-1r7'. 6 EGO series hangers Top flange hangers available m widths ranging from 3.6/8" to 7- 1/4" and heights ranging from 11.114" to 32", 7 GLS series hangers Saddle hangers available in widths ranging from 3.114" to 8-719' and heights ranging from 8.1/2" to 28". 8 GLTV series hangers Top flange hangers available In width$ ranging from 3-1/4" to 7- 118" and heights ranging from 11" to 32'. 9 HS series hangers Top flange hangers available In widths ranging from 14116" bD 7- 1/2" and heights ranging from 8" to 30". 10 HGLS sere& hangers Saddle hangers available in widths ranging from 5.1/4!'to 8-7/6' and heights ranging from 10-117'to 28". 11 HGLT series hangers Top flange hangers available in widthe ranging from 3-114" to 8- 718" and freights ranging from 7-117'to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 14'lo 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2.5118" to 3- 0/18" and heights ranging from 18" to 28". 14 HUSTF series hangers Top flange joist hangers available in Wd8ta ranging from 3.118" to 3.9/16"and heights ranging from 5.3/8" to 13-1/8" 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1.9118" to 5- 112" and heights ranging from 3-7/16' bo 15". Concealed flange version (H UCTF) available for all models having width equal to Of greater than 2-91,16". 18 HWP series hangers Top flange hongors available in widths ranging from 14i/19" to 7- 1/8" and heights ranging from 5.318" to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9/18" to 7- 1/2" and heights ranging from 5318" to 32'. 18 ITS series hangers Top flange hangers available In widths ranging from 1.9/18" to 3- 518" and heights ranging from 9.118" to 16'. 19 JB series hangers Top flange hangers available in width of 1.9/18" and heights ranging from 53J8" to7.114". 20 JBA series hangers Top flange hangers available in width of 1-W1i5' and heights ranging from 93118" to 13.1/8". ® Simpson Strong -Tie 2020 FBC Approved Products ® For drool Inks to all SST approvals listed below, CLICK HERE For additional information regarding Floridab Statewide Product Approval System and Maml-Dade Canty Updated 12/3W2020 Notice of Acceptance (NON, cI Ir:Ir uaEaE 5 SET-XP Adhesive Anchor for ooncrete 8 Strong -Bole 2 (ST8Z STS24SS, ST92-SSS) Strong -Soft 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-HBSS, THD-CS, THD-CS8SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk head n carbon steal and Type 316 stainless steel 8 T'Iten HO Rod Coupler (THD37834RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THOW7158RH, THD3721211H, Titan HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLN16230-R8 e Product Model. Nurn her or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STSZ 5 Titan 2 (TTN2) 6 Titan HD (rHD.H45S, TH061-IM, THD-CSOW 7 Titan Turbo (TNT) F1.816937-10 AW Produot Modal. NUM bar or Name 1 X346101e-SICX1SiO16,X1B1018.4K,XQ1S1018,XQlS101e-4K 2 XL0114T7224,XL0114B1224.2K 3 XMQI14SI224. XMQ114Bi224.2K 4 X0114S1224, XQ114B1224-2.5K, X114S1224, XQ112S1224, X0112B1224-2K 5 XU3481016, X J3481018-5K FLam8320-RO ,g Product Model. Number or Name 1 DSSCB43.5; DSSCS48, DSSCB48, OSHS 2 FCB43.5, FC845.5. FCB47.5. FC849.5, FCB411.5 3 FPHSD34S1018,FPHSD3481018,FPHSD34B1018-5K,FPHSD34S1214, FPHSD34B1214, FPHSD3481214.5K 4 L.SFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4,25, SFC6.25 6 LSSC4.25, LSSC6.25, SSC2,25, SWX25, SSC8.25, MSSC2.25, MSSC4.25, MSSC8.25, MSSC4.26KW, MSSC6.25KW 6 RCKW3, RCKW6S, RCKW7.5, RCKW3S, RCKW5.5S 7 SCS43.5, SCS45.5, 9CB47.5, 9CB49.5, SCS411.5, MSCB45,5, MSC947.5 8 SC532-5197, SCS62-SW, SCS02-&118, SCS82.61118 9 SCW3.25, SCW5.5 10 SJC8.25. SJC10.26, MSJC8.25, MSJC10.25 11 SS131518 12 XLSH34S1 414, XLSH7881414 13 XOtS1018. XQ181016.4K, X01S1214, X01812143 SK, XQ78S1224, X07881224.3K, X0114SI224, X0114B1224-2.51K, X0112S1224, XQ11261224.2K, X3481016.5K, X1$1010, X161018.4K, X1S1214, X181214.3.5K Product Deseriotion AT-XP High -Strength Acrylic Adhesive lot concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP Hgh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Tiben 2 Screw Anchor for Concrete Titers HD Heavy -Duty Screw Anchor for concrete available In 304 or 318 stainless s6ee1 with hex head, and 310 stainless steel with countersunk head, Then Turbo Screw Anchor for concrete or masonry Product Description #10.16 Strong -Drive X Metal Se8-Drilling, Tapping Screws with 03 Ddtl Point 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Straws with #6 Drill Point and Large Die motor Hex Washer Head #12.24 Strong -Drive XM Medium -Head Metal Self -Drilling, Topping Sorows with 95 Drill Point and Medium Diameter Hex #12.24 Strong -Drive X Metal Seel -Drilling, Tapping Screws with 06 Drill Point #10-10 Strong -Drive XU Metal Self -Drilling, Topping Sore" with #1 Drill Point Product Bypass Framing Drift Strut Connector Bypass Framing Ftxed-Clip Connector 410-16 and Al2-14 Strong-Drve FPHSD Froming4o-CFS Self - Drilling, Tapping Screws Stool Framing Corinwrior Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Solf-Drilling, Tapping Screws SiO.15, #12A4, and 012.24 Strong -Drive X Metal Self -Drilling, Topping Screws N N N O� � O O C .� CU U 4_5 a- aj 4-1 ICU O C O O O ."n E O U� O Q ICU �J M N `• t= N GQ _c: as -o a rya Q C � CI CL o 11 M CC N v x aL c d ro a ro N a :Ad a _c: m E � d ar cu u ar d c o -ro �. c � ro c r'y u C) 0 w W V / ICU CL CL U O VI ICU W d F- L_ ICU Lu Z J Z Q J d 1 SHEET N0. PA 1.3 MIAM 1EAia4MJWcotnM 11805 SW 26 SW* Rooaa 2W DH!'ART&aMTOF REG1ii.A'[OWVA2i ZCOXO§aC AISOV$CES.OM) Mum l 33175-24U 110ARD ANDCOiDE ADIWO[$D1VT5M ? (736) 315-2M F CM) 315-25ff NOTICE. OF ACCEPTANCE (NOA) W-W-WMbMw*&—MwM"nF PGTIulutiies, Inc. 1070 TechaeloU Drive, North Venire, FL 3427.5 Scan: TkisNOAn beingissaedunder the-applicablesulm andregulaboos rvaning the use of consatractioaataiftnals.lbe docmarentubm subinitbed has been revww ed and aoce W by Msa= -Dade CamtyRER ftcluct Cost Section ro be sated m hdta>m Dade Grimly and other armwliaere allvwed by tine Awhad ' llar+ u g luris he im (AIM. This NOA shall not be vatsd a8rr the eapirelion date. statedbelow. The Mami-ride County Pm dmt Ccuir t Secured (InKamiDade County)an*ortheAHJ(inaeasodwd=Mia=D&&County).reservethe right to have this product orb tesbedfcr qualityaa w=epugmm. Iftha produd ormateri,dfeih too petfamm the accepted unapt,thenumsfidwetwdmmtheexpmwofswtet ngandtheAS7mtryitmtud rbelynKr*ke, modify, or suspend 11e use of -such product oc materis within their juiisdictioa. RER reserves the light to revoke this acceptance, if it -is dete� byMransi-Dade County Product Coun d Section that this pit or jai faits to meet the nqukamenb of the applicable buildiM code - This product is approved as &=Aedhewin andhas ;been designed to tampliy with the Florida Building Code, kiduding the High. Velocity Humrane Zone DESCRIPTION: Series "557013770" rimy-1 Sliding Glass Door Mkiafarced)wlwo W & 1350 canners-LAL AP> OVAL DOCUMENT. Drawing No, ND-5. A RevX tamed "Mmeyl Sliding Glass Door NOA (iW, sheds I through 21 of 21, prepared by mam+factum, dated I0105115 and last revised on WA 121, sigw d and sealed by A. Lynn Mulct, P.E., beating the Miami Dade County-Pmbm* Contrd Re%issonst uv with theNotim of Acoeptaoce nuakwand eqgrationdatebyt4wMamiDadeCountyPt+oductControl.Section. :I+IrAmE IwAcT RATL TG: is ry > nil Sma111 fissile Impact Resistant Limrtatiems: 1. See table 1 {sheet 7D and table 2 (sheet D for applicable SM unit sins, design pew ieinfmccuentstypes, glass types, sill visa (see tables 13-1 do B-2; sheets 7-8) and anchorbayout sheets segaireme na in I I gnu 16_ 2. -Rigid V%ire P VC, Tun (Non -tom) Rigid PVC sn4l3rovin cooed (Pai ded or lacninated) whi to Rigid PVC to be labeledpeate:ire7aoettNOXtrequkemeuis. 3- Bgrmopembledoarsmust empiyvndtnun claarwuftorheWper.FBC requeementasappheable. 4. Pocket walls ender sepuvib--Vp cvai to be reviev edby Building otiicid LABELING: Each unit shaII bear a p enu mentlobel with the mamr&ctureex nine or logo, city, state and series sad foilowmg srnteanent %fiami-Dede Coate+ Product Comal Appiuved", noted herein. RENEWAL of ibis NOA %W be considered fWr a renewal applicatm has been filedand there has beenno dump intheapphc ieb4u ;codenephvelyafectMOie eofdusproduQ TERA ATIONofthis1VOAwiltocewadertweupitatimdateoriftherehasbetaar icnoar iathe oaniedsls,use, andrornunuhicfteoftheproduct orprocesta.Misuse ofthisNOA asan ofrtnyprodud, for sales, advertising or any otidr-pugKwxdudl autonabc ally to thn iVOA Failure to cmwiywdh nay sectionofihisNOA*Abecmwfor*u sndrearavvalofNOA. AD-*TRT 'T: Tice NOAsuzberprecededby the w ovis Xfiami4)ade County, Flow, and f6limwed bye the eapiratioado* maybe displuyedinadvertising literature- lfanypoxboaoftheNOAigdisplayed, then it. shall be dame k its entirely. INSPECMON: A apy,of this enti+eNOA smtll bepFrovided to th um by1he numfitclMser or its diskfttue and dial! be available fctr iagvechm at the job sine at the vxprest of dLe Buddiag Official. 'This NOA revises 8r rea em NOA d24-S429.05 sued ceosiists of ttuspage 1 and evi&ncepages & I, E-2, E-3, Fro, E-5 & E-6 as well ax approval doemoeent m nfi oned ab ow - 7he submitted docutaieo taticm vuas.reviewred by U%aq I Chaanala, P.E. NOA No._214205.03 t Expiratiou Datet Apri114, 2026 Approval Dar+ March 35, M1 Paz* 1 PGTJa+dnatries.Inc. NOTICE Of ACCEPTANCE: Eti'IDENCE SUBMITTED 2. Evidence Submitted under previous submittatl A. DRAWINGS 1. Drawing No. MD-5570.0 RerB, titled 'Vinyl Sliding Glass Door NOA (LM)", sheets 1 ibrougli 21 of 21; prepared by manufacturer; dated 10/05/15 and last revised on 041.y.2120, signed and sealed by A. Lynn Mlllex, P.E. B. TESTS 1. Test reports on: 1) AirInStMion.Test, per FBC, TAS 202-94 2) Uniform Static Air Preme Test, Loading pet; FBC. TAS 202-94 3) Warner Resistance Test, per FBC, TAS 202-94 4) LAW Missile Impact Test per FBC, TAS 201.94 5) Cyclic Wind Pressiirae Loadingper FBC, TAS 203-94 along with noted -up drawings and nistallation, diagram of PGT Induce, Inc_ s�epneseutatitte units listed below and tested to qualify Dowsil 791 and DowA 993 acones, peed by FenesUltion. Testing Laboratory, Inc., Test Reports No.: FIL-7W, PGT P'W5520 PVC Fixed Window (unit 6 in proposal), dated 09103114 FI L-20-2107.1, PGT SGD780 Alamism Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahtin OutsM% Ca onmt Window (un t 8 in p FTL-20- 2107.3, PGT PW7620A Aluminum. Fixed Window (unit 9 in proposal) and F L-20-2187.4, PGT PW7620A Alunotitrum Fixed Window (unit 10 a ymposai) dated 07/13/20, an signed and sealed by3dalmis Ortega, PE- C. CALCULATIONS. 1. A.wJ= Verification c lcrilaxtitoins and atuct=1 anew4mis, complying with FBC 76 Edita (2020� dated. 04122120. prep►ated by man>I bdu ser, sped and staled bar AntlooryLysm Mille, P-E- 2. G zing complies with ASTM E 1300-44, -W, -12 and -16. D. QUALITY ASSURANCE Miaiani-Dade. Dot of Regalatary and Fconomic Resources (RER). E. MATERIAL CERMCATIONS 1. Notice of Acceptance No.19-0305.02 issued toKurararAmmica,Inc. fortheir "Trwifolt Ukraclear, Clear, and Color PSB Glass Interlagert", expiring on 07/ $124- 2. Notice of Acceptance No.17-0808.02 issued to Kurara c Anw riea, Inc. fordiek "SentryGhlst (Clear and While) Glass lnter aiw-s", =ifin on 07104/23. 3. Notice of Acceptancee No. 19-1106.10 issued to Vision Extrusions Limited fee their "Brown Coated (Patdnl+ed or L>aminatted) iii'h O Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30124. d. Notice of Acceptatbee No.19-1106.11 issued to Vision Extrusions Limited fortheir series "VE 1000 Tan 202 and lgliter shades (Non-Wbite) Rigid Ctlulatr PVC Exterior Eztrusi w for Windows and Doors", ex *ing on 12129 I. 1 S I. . bhaq L Chauds, P.E.. Prodwtcoutrol Unit Sup"Visor NOA No.114219.93 Expiration Data: Apr 14, :026 Approval Deer. w6ftk I;, 2021 E -4 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted: under Previous NOA A. DRAWINGS 1 _ Mani fachnds die drawings atnd sections. (S'ubin tle+d under NOA Na,114107 04) 2. Drawing No. MD-5570.0, t3tied `"Vwyl Sliding Gass DooE NOA aW, rheas 1 through 21 of 21, prepared by manufacturer, dated 10/05/15 with revision A dated 04/05/17; sod and sealed by A. Lynn Muller, P.E. B. TESTS 1. Test report on 1)Unifonnn Static Air Preswe Test, per FBC, TAS M-94 2) Lame llfilssik Impact Test ver FBC, TAS 201-94 3) Cyclic Wind Pie Loading per FBC, TAS 203-94 along wftmt -W drawings and instalbti on diagram ofvmyl sbdmg glass door, preparedby Feinedmtibn Testing Lab, Inc, Test ReportNo. FTL 9717, dated 12/07115, signed and sealed by idal mis Ortega, R E: (Test rtpost revisled. on 02/15/16 and 0r2/M16)i 21. Tea report on 1) Air bdiftatiomTest, per FBC; TAS 202-94 2) Uniform Static Air Pressure Test, per BC, TAS 20244 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile ImpactTest ,per FBC, TAS 201-W 5) Cyclic Wind Pr min Loadwgper FBC, TAS 20344 6) Forced Entry Test, per FBC, TAS 202M almng with ed-op drawings and instaW ao. 4=$= of vmyl sly glue door, prepared byF %ou Testing Lab, Inc., Test Report No. FTL Mfi- dated 11AW15, signed and SealedbyIda)misOrtega, P E. (Pest report revised ors.01rt14116 and 02)iirA16) 3, Test relwrt on 1) Air Infiltration Test, Per FBC, TAS 202-94 2) Unifamnn Static Air Pressure Test, per FBC. TAS 20244 3) Water Rye Test, per FBC, TAS 20244 4) Large Missile Inlpaiet Test per FBC, TAS 201-4 5) Cyclic Wand Fassme Loading per FBC, TAS 203-94 6) Famed Entry Ihi, per FSC, TAS 202-94 along wft marlwd-etp drawings'and mite, diagram cf vtoyl sliding glass, door, 1 'ed by FenestrAian 7hsttng Lab, Inc., Tent Report No. FTL SSd7, dated 1264/15, signed rind sealed by Idahnis Ortega, P. E...(Test report .revised on /15116) 4. Test report an 1) Airldiltzvaion Test, per FBC, TAS 2.02-94 2) Unif(tam Static Air Ptecssuesee Test, per FBC, TAS 202-94 3) Water Rye Test, per FBC, TAS 202-94 4) Large turf .I p a Test pu FBC, TAS 201-94 5) Cyt lit Wind Prey Loadingper FBC, TAS 203-04 6) Fatted Entry Test, per FBC, TAS 202-94 along with marloed-lap drawings egad installation diagram of vinyl sliding glass door; paepaled by Fenestration Testing Lab, Inc., Test Report No. FTL 8SU- dated 12AX115, signed and sealed by ldahnis Qrtem P. E. (Test report waled oa101.1bm and 02nin6). Maq t Chnada, P.E. Product Control taift Supw isor NOA No. 2.14:06.03 EzpiradoaData: April 14, 2026 Approval Dates Mereh :6,I021 E -x GGI Windows and Door:, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quaff Part Stnacer Standard amplying with ASTM C518 Miesiml Conducti-0ty 0-891 BTU Jn/ hr.-fF-`F, AS"IM F 1249 WVIR Pass, ASTM D3995 Oxygm-Pass, ASTM E 2190I.G. Durability Into Fog -Pass. (SubmVed under presivus NO-4 .Vo.1S4409 05) 6. Q"M Part complying with ASTM C519.'Ihemmel Conductivity 222 BTU-W br_: ftz OF, ASTM F 1249 WVTK Pass, ASTM D 1434 Argon Pass, ASTM_E 2199 LG. Dw*iliity-No Fog. AS-IM E 546 Dew Pow Developarnt 20OF in 48 his. (Snbw**d under NO.4 No.15-140..DS). 7- Vision Erartzaoms, Ltd. Parts complying with PVC-AAMA 303-13, V'oluntary Specirwation for Rigid Folyyyl Chloride (PVC) Extaim Pruyf m fltr Vision Extrusiow Ltd. -VEX- I by AAMA Feacstratm Exterior Profile Cat liication Program. (Submared under NO4 ATa IS- 0409 05) 8_ Vision Eartrusims, Ltd. Pais complying with PVC-AAMA. 303-13_ (Sub&MW under NO 4 Not. 15- 409 05) 9- PVC-AAMA 303-13, Veituatanq S far Rigid Polyviiiyl Chlaridr (PVC) Exterior Profiles for Vision Ems;;, Ltd -VEX-1 by AAMA Fenestration n Exterior Profile Certi&2tion Per grAm. 10, Notice of Aavgaeace No. 18-1217.14 issued to Enrrgi Finaeshatim Sohltion, USA, Inc. for their `Tan 3040 & light shade (note -wile) White Rigid PVC Exterior Extrusions for 'Windomws and Doors`', epitimg on 02/04.121. IL Notice of Acceptance No.18-0122.02 issued to Energi Fenesuafim Solutoom USA, IDc, for their sexes "WWte Rigid PVC Eitnior EAmsierus for Windows and.Doeri%mitin on 0228123. 12. Notice_of Acceptance No. 2"203.03 ism to Enesgi Fenestration. Solution, USA, Inc. for their `Broim &tight shade cap coasted White Rigid PVC Exterior Extrusions for Whadows, and Doors", expiring an 04/160. F. STATEMENTS 1. Statement letter of came to FBC 7+ Edition (2020), dated 04,22120, issued by �, sagged and sealed by Anthmy Lynn Miller, P.E. 2. Statement letter of no financial n cial iulaW and of independent, issued by manufacturer, dated 04/18120, signed and sealed by AndwyLynn Miller, PY- 3. Private Labeling Agreement document between PGT, dated 03/30/15 and signed by all involved page G. OTHERS 1. This NOA remises NOA# 17.0420.06 (PVTw/CGI) and updates to FBC2020 (7&Edhima expiring 04(21a1- 2- RER'Teat proposals #19-1155 dated 01/1620 apptoved by Ishaq I. Chanda, PE, expiring 04114(21- !> E -5 hbaq L Ch"414 P.E. Product Coutrol Unit Supervisor YOA Ne..Ul-9SM.03 Espi€atioa Data: April 14,2016 Approval Da te: March 2.5, 2011 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (co dnuW) 5. Test repast on 1) Air IrsfftZioa Test, per FBC, TAS 202-94 2) Uniform Static Air Pry Test, per FBC, TAS 202-94 3) Water R.essatam Team, per FBC. TAS 202-94- 4) Lair Mus ile Impact Test per FBC, TAS 201.94 5) Cyclic Wind Pis SSWe IAWingper FBC, TAS 203-94 6) Foxtd Fa uy Ter, per FBC, TAS 202-94 along with marlmd-up drawings and installation durAm of vinyl diding glass dam', pepazM by Fenestration Testing Lab, Inc:, Test Report No. FTL M49, dated I IAW15, signed and seated by Idabms Ostega, P. E- (Test report revised on 12.104/15 and 02111116) 6. Test report on 1) Air Infiltration Tess, per FBC, TAS 202-94 2) Unifaan Static Air Ptesse nest, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Merle Impact Test per FBC, TAS 201-94 5) Cyclic Wind Presom Leading per FBC. TAS 203-94 along withmarW—up dawn and installation dogram ofvu yl shdirlg glass door, pvared by FenegiVion Testing Lab, Inc., Test Report No- FTL $552, dated 12/04/15, siped and sealed by Idalmis Ortega, P. E. (Test report revised on.02115)2016) 7. Test report on 1) Unifow Static Air Pressure Test, per FBC, TAS 202-�94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pmmtre Loadingper FBC, TAS 203-94 along with naked -tip riraw-ings ad installation diagram of vugl sliding glass dare, Pad by Feriestration. Testing Lab, Inc., Test Report No. FTL "38 (sangAes A-1 thru A-22), dated 11/19/10, sired and sealed by Jorge A. Canso. P. E- (Subwiwd tinder N0,4 Na 11- 0107 04) 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Prmm Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94. 4) Lange Nmn7e Ti,eQact Test perFBC, TAS 201-94 5) C Wind Pn%sure Loadingper FBC, TAS 203-94 6) Forced. Entry Test, pa FBC, TAS 202-94 along withmailmd--up drawings and insxatl ition diagram of vinyl sliding glass door, prepared by Fenesaixtim Testing Lab; Inc, Test Report No. FTL 6337 (sees A-1 tiles A=5), dated 120/10, signed and sealed by JoW A- Cam, P. E. (Subinkmd under NO-4Alb. 11- 010709) C. CALCULATIONS 1 _ Anch ar verification. calculations and structural aualysss; complying with FBC-2014, prepared by PGT, dated 12/09/152nd last revised on 01'15/16, signed and sealed by Audionyr- Mller, P.E. (Suf►ar &ed a m* r ?4'O 4 Ne.15-1210.OiI. 2. Glazing complies with ASTME-13W-09_ Isitq I. Chaada, PJE. Produt Control resh saprrsisor No:4 NO. 141.105..03`` Fspirtt%S 1)t ta::4pri114,.Y.1 Approval Date:* Marci 23, MI E -2 PGT Industries, Inc. 140TKE OF ACCEPTANCE: EVID12KE SUBMITTEI? 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B. titled "Vinyl Sliding Glass DoorNOiA (Elul)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10K?5115 and last revised on 020221, *ped and sealed by A. Lynn Millet, P.E. Note_ This revision consists replacement of same existing mstallatiion scww with flat head. B. TESTS 1. None- C. CALCULATIONS 1. Nand. D. QUALITY &SSEMANCE 1. Miami -Dade Depantmmt of Regulatory and Economic Resod rim (RER). E, MATERIAL CERTIFICATIONS I- Notice of Ac ce No.19-0305.02 issued toKuramy America, line. far their "Trrtsifolt Ultraclear, Clear, and Color PVB Glass Tnreriayers", agwmg on 0710824- 2- Notice ofAcceptance No.17-0808.02 issued toKwaray America, Inc. fix their *SeutiryGLst (Clear and White) Glass Iaterlav*rs", eq wing on 07/04123. 3. Notes of Acce;Aanm No.19-1106.10 issued to Vision Exttutsions limited for their `Brown Coated (Painted or Lumi hid d) %%We Rigid PVC Exterior Extrusions for Windows and Doors", egg on 09/30124. 4. Notice. of Acceptaom No.1&1106.11 issued to Vision Ems Limited for their series " hB 1000 Tun 202 and tighter shades (Non-Wt ) Rigid Cellular PVC Exterior Extrusions, for Windows and Doors" expiring. an 12129121. F. STATEMENTS L StSen aat letter of confixtimice to FBC 7- Edition (2Al20), dated 02i MI, issued by iomamlfacturr+er, signed and sealed by Anthony Lynn Miller,P-E. 2. Private Labeling Agreement dated 03-08121 betwem PGT bidusft c Inc. and CGI Wmdorws and Doors Inc., signed by Dean M. Ruladc, F.E., V.P. Engineering, on behalf of bothoonVanim. G. OTHERS 1_ This NOA roes & renews NOA# 21044?9.65 (PLAT w1CGI), expitisrg 04/14/26. 2. the cuirent associated PEA CGI file #21-020-4.01, expiring 04/14126. E -4. 151'.7 I- C4'rn,.L. bhaq L eland., Pat:. Product Comtrol bait Supenisor Nt3A No. 21-0265A3 Expiration Date: April 14, 202d Approval Datai March Ik 20:1 PGTlndustrie%11nc. NOTICE OF ACCEPTANCE: EVIDENCE SUB391 TED D. QUALITYASSURANCE 1_ Miami DatdeDepactmentofRegulatoryand Economic Resources (FLU). E. MATERIAL CERTIFICATIONS 1. Notice ofA=gptawe.No- 15-4328.14 issued to Vision Evmioo Limited fortheir White Rigid PVC Exterior Extrusions for Windows and Doors", dated OV13/15. expit- era 09130/19. 2. Notice of'AccaeptanceNo. 16-0920.08 issued to Vision Exi usionLimited fortheir -VE 100 Tam 202 and tighter Shades (Non -White) Rigid PVC Exterior Extrusions for Wkidows and Doors'; dated 12U/16, expiring on. 12129/21. 3. Notice of Acceptance No-1'5-0529.15 issued to Vision F-rtrus on Limited fortheir "Brown Coated (Painted or Lanamatedj White Reid PVC Eztwinr Extrusions for Windows and Doors". dated 0 113/15, exp l* an 09i30/19. 4. Notice of Acceptaam No_ 14-d712.02 rued toENERGI Fenestatitm Solutions USA, Inc. for their 'TAN3040 and Lighter Shades (Non -Whine) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, otpinag on. 02001. 5. Notice of Acceptance No-16-4712.04 issued to ENERGI Fenestration Sonata USA, Inca for their `Bronze and Lighter Shades of Carp Coated Rigid PVC Exterior Extrusions for Windows. And Doors" dated 09/13116: egg on 04/1620. 6. Notice ofAcceptatim No-1"712.03 isslred to ENERGI Fmcst ation Solutions USA, Inc. for their "White Rigid PVC Esteriw Ez&udons for R indows and Doors" dated 0&10117, expiring on 0212811g. 7. Test reports No(s): 10-002-792(A), 10-06-M0527, 535753-09. per ASTME-04, ASIMM1929 and ASTN Mi-635, issued by EXOVA to Vision Extrusion for cellulosic composite mzterial. (Sub3 hYed under NO-4-ro,11-0104#4) 8. Notice ofAcceptaslce No.1"916.0 issued toKuraray America.. Inc. for their "SeiLuTGlast (Clear and White) Interlayer", expiring on 07/(WI 8. 9. Notice of Acceptance No.16-1117.01 issued to Kmamy Aga, Inc. for dmir =Tresifelt Ultraclear, Clear and Color PCB Inwrlayers", expiring an 07/0149. F. STATEbSI NTS 1. Statement letter ofcadormanoe wi1hFBC-5*Edition (2014) andFSC-PEttibon (201.4 issued by maad2durrr, dated OW14117; signed & sealed by Lynn Mullet, P.E. 2. Statement letter ofno financial interest, dated -04118/17. issued by mamfachm, signed dt sealed by Lynn Milk, P.E.. 3. Letter of lab cempiiazim pact of the above test reports. 4. RER. Test Proposal No.17-0387, dated 05ADS47, signed by Ishaq G71anda. PE. G. OTHER 1. Notice of Acceptance No.15-1210:41, issued to PGT b dashies, forth& Series "5570/277'0" IvInyl Sliding G1= Door (Reinforced)-L:3T:T , expiring on 04/14/21- F -3 7 f ��" ' bhaq.L Ganda, PX. Product Com&ol [fait Supervisor NOA No. 214209.03 Etpirat1*&0am: Apr914, 20.6 Approval Data: hUrch I6, 2021 N a) U N 0 iZ C o 2 c .CD ca U -0 a - Cn ty O C O d O (D LL O .Cn '� O CLL cuu) 0 iZ Z W ti a a N •_ �w CP Z Q� o r-j r' Q im N U6 y C W nWCM s cc 3 °' w tic d W d i at` fO w a c c 2 a, 'a.c E 0 u C2 0 w CU CU O CL O dL Q L U O L Cn CU m o L CU w Q O z z Q J rl SHE T PA 1�4 August 10, Z I ILI ECO UVc- TILLIT TESTING • ENGINEERING COMPANY WATT RR A. TTLI.IT, JR, P.E. - ti10EDo®sD]. oTO YL P.N. LReM �a 44W7 7L CA Iine,.W,. am -,IV P$Q�UCT EVALUATION REPORT REPORT NO-- 20-D72e,01 DATE: July 28, 2WO PRODUCT CATEGORY: Shutters PRODUCT SU6•CAT1WRY: Stwm Panels PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER 4000 S.W. 51 Street Davie, Fbrida33314 1��SE������; This M a Product EvsWellon Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rub Chapter No. 61020-3, Method 1 D of the Florida Deportment of Business and Protonic" Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at knout equivsllenttothat 'required by the Code. This Product Evaluation Report *hall be subject to rovfew and revision In dose of a Building Code ohange that may afferA Its limitations and condf m 2- EVIDENCE SUBMITTED: 2.1. PRODUCT EY LUATION _DOCUTAENI(P.E.Q.L' Drawing No. 20-176. tldod "20 OAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tillsoo, Inc.; signed and seated by Walter A. Ttllit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part,01 +i�rua Evaluation Report. T A. rk No. 44167 i ii 6353 N.W. 36dL Street, Suite 303; Miami. Florida 34166 - Phlma (303) 811-1530 • ININHNUN p7(�ncr sLT,y4TrwaoEM H)r:Pasrr xrs. L+ ^-••_oT 2 23. Tsai UPORTS; Large missile Impact and fatigue load tests were performed under Protocols TAB 201, 203 as par section IM of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering 8 Testing, Inc., Reports # 96-Se9 dated D8/09/1996, 08-670 dated 09/1811906, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing LabombDry, Inc, reports # 2D32 dated 008H998 and # 2120 dated 10/06/19M witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hattem, P.E. Tonsil® test report No, 9CM-197 by CiC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E. 2ALMUGTURAL ENGINEERING CALCULATIONS, LATIONS, On 20 Gage Galvanized Steal Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and In accordance with section 161 a of the Florida Building Code. Colouiations prepared by mReco, Ina, dated 11RW9 and 03/12/15, Signed and sealed by Waiter A. Ttllit, Jr., P.E. 3- MISSILE IMPACT RESISTANCE* Large missile Impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. 4.,-VMD LOAD$_RESISTACE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on shoats $, 10, 14, 15, Ia.19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.170. Maximum Anchor Spacing shall be as indicated on sheets 8, 9; 10,11, 14,15,17, 18, 10.20 28 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.178. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing Me. 20-176. Minimum separation to glass shall be as Indcated on shoots S. 14, 16, 25 and 26 of 20. of Product Evaluation Document (P.E.D.), drawhg No, 20.178. ,1 � INilllrh) T rGEN,S�c J,p yB7 'L STATE OF 01% A101410.,•'6•. ' SSit7NA1.��,Ma ,r........N+1N 9_3) 91 CARE THATKIM BOARDS ME ��M MOD term tWMI ILL C-016 'SHALL K LOW C Ot> TO AEAW THE ww" S �CJCC no" PANELS. 1 STd1M INEl SOwI ail TNB PROOICT EMALWTIaI o000lIEHF UEA.) NO BEN Vows MR COMPllWA W ANCHOR/DE IRMU K AS MENTIONED IN e,1) NO M es). ACCOMAFICE W/M 1)1 202A O N UnION) OF M Ra1OA WYMOMG CODE. (C) i¢,1,7414rjPON iKAACT ,6200r M ABOVE MENTIONED DESIGN tNHD lAAoe SAML er onE111NNL0 M PER f WHERE FOP A WWD SPEED M IIm1AKe gqY M YRIOE M7[ gN�Rrgg WILL BE MWT AND XjCVORILAS M -. 14-,0 FANELMNTE PER 14, p AND PANO.MAT[ PLUS NICAHORe. AS MNINIfAGiVREO 81 ELCO CONEWIwTON PIt0011C1S 1/1'0 LAO SCREM3 PER NOS. fide A OMI[CTIOFIAlf1Y FTY,TOR RHI-O.tO. IASIIIW�E 7-10 Aw 9HR1 NOY E1uNFo 11E MrMIWM AbA.) DESIGN PRESSURE MTO M 04WATM ON STEMS 7 TWW 12. 4, 1% 10. 10 t 20. _ T/tWO . s/W WOOD IUSINIG. AS DISTRIBUTED BY W POM SCREW, SOLI t SPECKIY CO, IN ORDER TO VERIFY 1HE AwVE CONDITION. ULIMIAn Dr2NGN WOO LOAM OM'hW W 00 ASCE 7-10 SHALL KFilmFRLAICT'O 10 A.tD DESIGN WIND LOADS EP MULTIFLTNO THEN BY 0.0 M OR= TO C 9 MINIMUM NNE•1DED PENSTMU1ON KID WOOD Or WCON ANCHORS SILL OF 1 I/r AND 2• FOR ace PAAEuAAtE PLUS AM PAMELIIALE FEMME O C011PNIE TIESF W/ MAX. (AS.w 01" PRESSURE WINDS INDICATED ON SHEEIS 7 1111U 17. 14, 15, 1e, tO A 20. M OROEW 70 VONY TWD ANDWAS ON NIB PEA. AS TESIED WERE NOT O4E71 SIRESSm, A 331{ WCRFASL NJ ALLAFWBE C,2) MINIMUM IRAN O POEIRATON Or IAO SORW', PI,O ME ylppp 111AIIE IRUI SFWi K 1 1/7'. NO TIeIEOFD PENETRATION INTO STUCCO 0. EE C01GIDiliO Ae PART OF M REOUIIED Wg1EIDDD PEMETMMON. 4,TIESS FOR WORD LOADS WAS SM USED M TIIDR NIALYas. rAIWDIDIS BPACpc YO W000 INS KEN ormpm-tD M ACCORDANCE WITH MAS. JOtA CA) M4sAIM [DOE DISTANCE OF LAO SCREWS. INTO WOOD SIML BE AS INOCAIED M /Hit DAWAM SRIN PAEL'S ASEOUACT FOR RMACT AM WOO RCSSTANCE IS 11e1 VERIFIED 01 ACCORDANCE WWH SECTON 140 OF THE MOVE MID(TIONO CODE AS PER NIY00VHE EOOOM04 AI 7ESrM0 INC. REPORTS W-Mg. /a-S70 t s0-T30 AND IN CA) HAIAIRW4 PEIEIRHI110N OF WOOD BU90110 SILML K !/B'. 1/4' 0-20 SOEtlS USES SNMI 0E 1 1/2• LONG AIMIIIUM 0 FEFESnuDaN TESIMO W OMC,. RPORM #M32 Ar 0212e . AS PROTOCOLS TAS-201. TM-202 NO TAS-M. SNOUID STUCCO AND m1e" FOR eru,i W1rr 1H0 S0-20. AS WELL20 AS AMVK*DARDS. ZEST I,le OF SOUM FLORIDA WPOIFT #O21a.01-00, AS PER TAS 201, 1Aa 207 AND W 703 STMOMIOS. CS) IN CASE TWD PIECASI 51ONL OR PIECASI CONCRETE PANELS, STUCCO 0R WDOO BOARDS BE MIND ON THE OUTIIC 2 ALL ALUMINUM EXTRUSIONS TO K e0e34e ALLOT AND TDROL 0AIL f OTWERINSE NOTE01. SEE SHER 2. MALL. ANCHORS SIMLL BE LONG ENOUGH 10 REM1 THE MAIN S"WVK 40" SUCH PNDS ANCHORAGE SHALL BE AS MENTIONED M C.1). C.2) t C4) 3 ALL A M INIAI SNIT METAL USED AT CLOSURES SIWL NAVE 310E-014 ALLOY. (0) ANCHORS StMLL K RIVALLED FOLLOWING ALL OF THE UEOOM INDM10MS AMD SPEC/'CATONS OF M ANCHOR'S MAWJFACn^MI 4 ALL STEEL 9WiT METAL PANELS SHALL HAVE STRUCTURAL QUALM STESL. AM A-033 DMDE 50 MORMI)M. C-40 GALVANIZED STEEL RESONATION W/"- 5e.3 M (AFTER ROLM). a. PANELS MAY ALSO BE METALLED IORRORRA LY FOLLOWING NRALLA1gN SHOW SIOON SECTION 3 THROUGH 10 !BEETS 4 IMNDUCH e) OCEPT TNN WADERS CD A O SHALL MQ? BE USED. S ALL SCREWS 70 DE STAINLESS VM 304 OR 316 ABM SERIES 0R CORROSION RESISTANT COOED CARBON S1EEL AS PER OM 50012 r/ SO IN YIFiD SIIKl10T,1 Mq SO I -I TENSILE STIENOTM k SIMI COYP1.1' w/ PL010DA MULDRX: CODE 0 n SwU K THE RESPONS LPY OF THE CONTRACTOR 10 VVWV THE SOUNDNESS OF M STNUCMK WAM SAITIM B To BE Afro M4EK PROPER NIOHORAM TIOS SN1TIM S441 ONLY R' ATTACHED To CONCRETE, BOCK OR WOOD FMME SECTION 211f.3.3.4. 6. 01OLIS TO SE ASTM A -JOT DALtMIQID tTSTEEL. OR AIXI 004 tE71Et STAUAESS STEEL. W"" 30 Eel HIM1111RM VELA E"GTN FAEII to. EAC" REGULAR STORM PANEL WITH LINOtHS 04Dt a-0 TIHNOUON 12'-4% AS PER SECTIONS 4, S. 0 A 10 AND ALTID00 Is DIV. 7 ANCAORK TO WALL SILL K AS FOLLOWS 0W t ION ON SMKIS 3. 0 At 12 RESPECTIVELY`. 91VA INK A LMW AND RFAMY VISIBLE IWWGNC MRR1K.TM OWNER OR TOW m SECURE PANELS WRH APPLICABLE ROXIINCEMCNI DURING PERIODS OF HURRICANE WMRINO W TO iffi It THE 01STALAITON CONTRACTOR B TO SM/CUM ALL SNUThW COMPONEM EDGES WHICH REMAIN M COMINUCUS CONTACT Intl" - 114.0 IAPCON A 04M AS MAIRRACRINEO sY I.I.W. MLDEM. INC. (Min. ra-3102 OaA.) THE WINDING TO PREVENT 000/11444 MiR MN, - 1/4' • , 0ALK-M NPC/IOI AS WVA1rAI.IfEDfl BY INC. (MIN. Its -A L POINWILYT S CIALI - i/0Y . 3/0' IOLO-sET MNtr1oRs. AS RNMIRIWu1m e1• ALL PDRrt wEw. WB.T r S.EcuLn CO, /4' 12. STORM PANEL MR"LATON 1RWL COMPLY WRH SPECS INDICATED M INS OIMWWO PLUS ANY WURDIIO NO ZONING REGULATIONS (Min. re 1000 PJA) PIOVO[D BY iNE ,1L01g01000M VRIDK PERMR B APPLRD /0 - #14-10 PAEE7lNTE FEMME 0 t IINELMATE PLUS ANCHORK. AS MANUFACTURED BY [Leo CONSTRUCTION PRODUCR (KN 1'C-41350 Pat:) 13 („) THIS PROOR.T EVALUATION DOCIUNM (P E.DR R is PREPARED TM EICeEECOOK AND OM NOT PROADE MrONAWN I= A PRWECF, - 1/4.0 a TIP-pMP AMC40 S. AS "WACTUKD Wt TRN-FAST CONPORATION V.-UM $III SPECNC IF. WHERE TK SITE COMWII NS DEVNTE FROM M P.E.D (►) CANIRACTM TO WE RESPONSIBLE FOR INC 91ECIION, PURCeIAB' AND WWALLAr" MICLUOMfi LIM SAFETY Or THM PRODUCT rot) IAwIMw D4EWrM a TAPCON A11pIOls cite PORLm CO-CRET'E 41ML {X , 3/a-: Y Fell PAIrtLAIA1F fELPILE M POW IEP COMO SATED ON IM PEA. PROVIDED HE/SIE DOLE FOT OOANK FROM THE CONDITIONS DMAIED ON TMS DOCM4rt O AND PUIB M7E PLUS AND 1 1/4- CT ANCHORS. FORCONSTRUCTION SNEIY AT SIZE It THE CONFIWOR'S RESPONSOLnY A2) CALK -IN t SOLID -SET N4CMM SHALL ME e1K ODEO 7,4r MTD M POURED CONCRER NO BISEmon INTO (4 INNS PRomw NALWIOH DOOUMFM MWL K Camp 1m m" K MODIFIED. SIUOCO SALL BE PERS077 B. 1/a' 0-20 SUEIMS USED SHALL WE 1 1/2- LOW MINIMUM 20AD SIUDCO EIOSI, NO 1' MINIMUM MR SMUS VNTM NO SIUOCO. MID WAY SE IEMED SPEWS OR ALL TWIRADED SMICW6 W/O WAD. III) SITE SPECIFIC PROJECTS, 90" SE PRPIKD BY A FLORIDA REGISTERED ENCMIEA OR MOWICT WHOCH WILL BECOME THE BUT ITIM Whir NUIS. E110MIEfR Or RECORD (LDUE) FOL OE PROELT llNp WIO WILL K RE9OMU FOR FIE PROM UY of THE P2.0. EtDOQ11 ar aCCdID. A,CTMIC AS A yQOiATO O W W TO THE AA M CASE TINT PW&M STONE. Fftr" CONOE7E AMELS. PAVEW3, STUCCO OR WOOD DOARDS BE FOND ON TIE P.E.o- ENGINEER. 94A L SUSLWI TO INS LATTER THE STE SKCIFC OWAVM FOR RENEW. ETGSW WALL OR FLOOR. ANIMORS 04AU K LO10 DIOLON TO REAM THE MIN SIRUCTUWL BEHIND SUON LANDS AND ONQ MOLL K AS MD MO UI M A I) AND M A2). (0) THIS P.E D $MIL WEAR M SATE AND OtlOINAL SM AND SRRAME OF M PW n OML EAIOWMRER OP IECOT10 TW PNOVNED R. (e) TG r� - mx1,E arm r"1 �1ETL1 c-SO: TAPCON AMICHORS AS MNMRFACIYRD in I. T W sam Me. 14 SMRIER WSHMK M/FACIIAM LAM l LOCATED ON A READILY VISIBLE LOCATION AT STOIIM PANEL SHUT" W ACCORDANCE WITH SECTION 1700.9.3 Or FLORIDA BUSOMIO ODDE. ONE LAM - 1/4• P Y 7/e• CA11t-W ANaHORa. AS AM/ANACIUM Pr KBAL1 11NC (Wes t1 -IWO P.al.) SILL K PLACM FOR EVERY OPENING. LA:SOPA TO COMPLY WTM SonON 1700M.2 0r INC - 1/4 0 M V. SOU ;: ANCHORS. AS OISIRKURD BY ALL POW SCREW. BOLT t SPECIALTY CO. FLORIDA BUILDMW COW (Wes. H'HY, M P•WJ.) - #t1-info PAMD.WIE FE1W.E O AND PANCLMATE PLUS ANCHORS. AS WMURACRDI� BY DCO Cams"Woo" SNIHn TINS N PM SPAAL E SI BE USED RI OWgM T+IRMRS M M SFAT[ a ROg1A PROOLCTE (Min, rc-2O71 P,r,I,) - 1/4. 0 Cr TAP-ONP AM00011E, AS MANUFACTURFO BY TI II -FAST IARPOMIMH Ett ',...•....'' r FLORIDA BUILDING CODE 10 h Vebel ty 0.1) MMT4LI4 EMBEDMENT a' tA►COM ANCHORS, ELCo RVINeAAtEs AND NX TAP -DRIP ANCHOR. ono TM VC Baps Warr BALL at 1 1/4 . ~1°0p Me 20 WGE eLLMMBtla STEEL EiORM PAIaL ° N0. 4 187 • •L A 8.30 UALK 00 t sa0-err ANCHORS SMALL 0E u6EDOM 7/r Mro THE CONCRETE BACK uwr, RD INTO STUCCO SMALL K ►iAWTRD. 1/4' 0-20 SISKWs USED SI,Ati K , t/2- LONG MINIMUM EXIST. AND t' WMAN FOR WALLS W11H NO STUCCO. •4.i CIA IL PROTECTION i'ROWCT34 LLC. 3 IiI. MATERIAL CHARACTERISTICS IGAIP CNS• l $ha' li be strictly In accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 28. of Product Evaluation Document (P.E.D.), drawing No.26••176. Anchor specifications shall be as Indlested on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E,D.). drawling No. 20.176, 7. 7.1. Shag be strictly In compliance with General Notes No. 1, 8 Vn 14, indicated on shoat 1 of 26, as well as General. Notes # 1 thru 4 and 11 thru 18, indicated on sheet 21 of 20 of Product Evauation Document (P.E, D.), drawing No. 20P176 prepared by Ti tern, Inc, and signed and sealed by Water A. Tilft, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as dentedon section 1020.2 of the Fbrkls Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. TIiM, Jr., P.E. (Florida License No. 44107). President of 7illsco, Inc. (FlorWs CA-0006719), Io. 44167 -Z>* STATE DF VVATU D:1 TILTECO ADMON RECORDS L P.1. REPORT-20 L GLOBAL, PROTEC'TIO14 PRODUCT'S, LLC 12013AOR G,Li/NE12ED 6TT�L STORM PN,aLI DRNCT W 20.T 7B 1 REPORT B $dir72ad'H 1 L I ECiO iNc_ TILLfT TESTING al ENGINEERING COMPANY WAMMILA.1'ILL)T, nL, P.E. ti)ttloo®wi.Cow PRODUCT EVALUATION REPORT >" �� 7.APA-IFP 44M t LCA. LW. -He. WOrl1V REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storrs Panels PRODUCT NAME'; 14 GAGE GALVANIZED STEEL STORM PANII! L. MANUFACTURER: Global Protection Produaft. LLC 4SW S.W. 51 Street Davis, Florida 33314 1PURP�O��ALUATII This is a Product Evaluation Report Issued by Walter A. T1111% Jr„ P.E. (System ID # 1900) to the Global Protection Products, LLC, Ruls Chapter No. 01820-3, Method 10 of the Florida Department of Business and Prohsslonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified far compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product to for the purpose intended Sit least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code charge that may affect its limitations and Conditions 2.1. PRODUCTEVALUA'TION DOCUMENTIP"J;, Drawing No. 20.175, titled 424 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteea, Inc,; signed and sealed by Walter A. Ttllit, Jr., P.E.; dated 0712712020. This drawing is an into �lp�lftSli 'aa Evaluation Report. lib. � ��OE1B7��, 6355 N.W. 361h Street, Baize 395, Miami. Florida 33166-1'bone (305) 8714f c p(3b4�On-1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCREE 1/2.1' -tacos• !TOTAL rlollO--.. ._ ._...---_-_--... _----_ i ,e.+sr (rO»L WIOTH)._ .._ _-...-� _...� 12J,NIO• pF77ECnME+won1 --- -- ----� ` - I- • +/a - -----1 gip• I'—`"_`_ ..,.—__ I .�,Spp' I.,` ._- _ , �, ( 1 •---- I ✓�,y--1.310 RMaot 1.300•- I 1i SO �I/,�, 1 21E07• WALWvam EI '• E• / /! 1 -"�' t,es`• I O-w 2 • -'S'� --1 , TYP. 01IMMDMr1aM1M SETAIL & ' 2. .Y.�'," •7 -1 i ivP. i OVAL A,J 0-410 eMV, ` ZLarTA1L A �' M.e grAu .e. ,�.__,___._.___..-s.230•.-____-__.___-... Tom' © Smbd PAWL C13 END STORK PAI IEL. •---2.TeY-.- Sr --' - .. f 11WDs P5 LA' TA I ,RIO• � _',2'' -. .7So•- mk i6iioila ^o^ W/ mmav eOOC' I I .100' .. •+ yy SS SM 1WIn= a.a SOo WN1tiN -` 730'� i NONE E 10 Aw E •.. *O.W .1 ( OSX 1/E• ae. a 1/7' aC. I ].375• •0�. •0u. 21 2.00IY I.SCO• alit — t.300• -0141 r M. A 7e� i ) i- onAa + fl,:a'J L.1 1. ECMIL 1 .._._..1 .-3'1L5 I.SOO' -i 1.E00• ISOMETRIC VIEW DETAIL A 2.0. ROLMDCO CORNER E D" or PI NEL's M to us, ER W/ "�ueo mu. O �hr HEADO3 "U- HEADER O4 � ® AM= WITH STUD JUIQLE WITH REVERSE STUD --1 SIX aT tea• f_A 1/14 A 2/14 I I I 1.407ti.003' D�ni _ ! iWAYFL MuNIXNMRW � M I - . 7 O KEEY) NOLE WASHER ~� : i OMWItlEEO SItEL -" . Ya. IV INS Y __.., I � mti JIFs•e _J ` NICKEL LF A7F0 WING NUM .125 .`1T'iW` DETAIL 1 ,fir-ys.�o�ao�•t—��' 2"ri"xl 4A"/9 ALmMAnLnV�UK WIND MR W/aR t • F WWaHniae�"M sNEL a Ptx(saISTmO _j�10' ,=5• I .�24 3« SONG 1 s77' U lixr 7b' • l a.r IlAer COY. 1 L_ TARO• L.._ l.._ ___1 ABC © or TRACK ANGLE ® AX "F" TRH( O jLW1MRSTlSSE��p e�T�t1tMhFQS -..ANIN4Mr... .RYaLAaAaaaL l- r°ot arClon EY HOLE ® AT 2 L L TEST REPORTS. Large missile Impact food tests wars performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E•330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03/11/02 witnessed by WMlfam R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattpm, P.E. and Report No. 0219-01-69, dated February 25, 2009, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 6N 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of :South Florida, Report NO. 1123.01-10, dated November 23, 2010. signed and sallied by Julio E. Gonzalez, P.E. Tonsils test report No. BCM-198 by OC Metallurgical, Ina, dated March 13. 2000, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. iOKM-1318,•dated December 1, 2010.signed and sealed by Jerry Jaclofeno. P.E, as per ASTM E-8. 2.3.STRUCtMALE'NGINEE YPArrrr_ru ATION . On 24 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design wind load, as well an maximum anchor Spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code. Calculations prepared by Tlheoo, Inc•, dated 12MStl0 and 007113 (for this revision), signed and Sealed by Walter A T11I1t, Jr., P.E. I MISSILE IMPACT RESIST',WE: Large misaite Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Slam Panel has been verified to sustain wind pressures, Maximum panel length shall be as Indicatedon shoots 3, 9, 10, 11, 12 and 17 of 18 of Product Evelustlon Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as Indicated on sheets 6, 9,ICI, 11,13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawling No. 20-175. 24 Gage Galvanized Steel Storm Panel has bean verfied for code compliance to work as a non -porous storm shutter assembly, as per SSTD 1249 Standard. Installation shall be performed strictly in accordance with details indicated on Shoals, 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum *operation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, IS and 18 of 18, of Product Evaluation Document (P.E.D.), dltaMng No. 20.175. 8,MAT(ERIAL CHARACTERM1110 AND SPECIFICATIONS: Shall be Strictly in accordance with. General Notes end Components Indicated on sheet 1 and 2 of IS. of Product Evaluation Document (P,E.D.), drawing No, 20.175. Anchor specificatfons shall be as Indicated on sheet 1 of 18, of Product EvelueHan Document (P.E.D.), drawing No. 20-175. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1'af 18 of Product Evaluation Document (P.E.D.). drawing No. 20.175 prepared by Tptaco, Inc. and signed and sealed by Walter A THIN, Jr., P.E. 7.2. Product shelf 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 structuraa, Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. "fen President of Tifteco, Inc. (Florida CA-OW8719). WATIL► D-'t 71LT PCD ADMON REOOR091P, E. aAWANIM MFL STORM PANEL k DRW 1/4, Z/4. 3/4. 4/4. 5/5. 7/5. 1W/10, 2W/10. 3W/10. 4W/10, e/s SW/10. eW/lit R 7w/11 r Wml. '--_.__.. ... ANCHIM: FOR CONCRETE S13 SCHI ULE 0-'On I* W„___ ... _.. _..{I, �- FOR ,W000 SEE SECnots ON stain 10 t 11 4 3,4 6 I / AR i__flJTFF`41r PR UNBOI11 D PANELS 1:4 - - EOLIED PMELS W/ 1%M-2At•- - - (SEE SECIIUNS M I M.s, BeOIE / 7/r . 3/32• (SEE SECTIONS ASW MCABU) 10 4 ISr r wit tsw/lo. t/4, 2/1, 3 4, 4/4, S/S. 7/S. , MM. 1• L- tw/t0, 2w 10. 3w/t0, 4w/,o,6 sw/11 a 7W/11 L•"-'-_----- 7'7C" •FOOR VOCID SEE lfLTgN4 O- 3MeEns 1006 REGULAR STORM PANELS (1) ELEVATION N.T.S. 2e7• 1/•• M«. DAP aeL OVSs,IP .1 YA,OL VttLE7) nasal MAX.cAP } �yEp AEN . l !t' U �. 44167 % .am WOOL. I XI. A4 SECTION A— 20 "Of WARM STEEL MRM PAM ,!ORAL PROTECTION PRODUCTS, U. mm SIR. III AM P, M W"-u rm 0111,110M-an FP. ONM" IN, aA VU" mE 20-17e ORO" ow N N Cu N U CU 0 O 0 Q Ca .CM V CD Cn CU N -p p CD 0 0 0 U CC LL p CU > . _ -0 C 0 L Ccnu 0 46 Q F--0.-toQ a Z Z W J M ' 91441 1 '• CV C 0 m O O Q n O a M 20 m X W N C Q N O H:V 3 Y a) W a7 0- c ail ox Cr c3 _ 3 m m 3 y a7 a u w eo Ca >, W CL c E NQ G a � L O INSTALLATION DETAILS FOR REGULAR PAN 11.5.1, 12. GEV 164AIWIL11011111a LK.,INSTALLATION DETAILS FOR REGULAR EMELVIA-6A r4.Ri IIVERAAWMI/e m f•-•- MIWWM,LW4 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCKB1Df3C OR wom ., D 1,, awm ,IX" W VAUD FDR RF76LLAR UFE SAIcET1f ACID E Z HANG STORY PANEL SYS'iEM INM EXISTING POURED CONCRETE OR CONCIR BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRi_TE BLOCK STRUCTURES DpNDEa AIR1gW{ --i a` A,E PING a o vol.w ON : Mown FOR CONCRETE SEE swm1AE ON sacr W_. �(�gg awaE HR so®lu oil ow a t a) mom a T1poK, , •' +• � I _ wmumwCOtRCRQE -. [OUIED OONCNER 1 �q�REy COFICIEIE �— no WDOO SE SECTIONS ON on, 12 � ♦� SEE �(BSEAu MONS, \ iaTs a,14a1« 0) 11R,. 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EN '••t.7 rLOODA BUUM CODE v NurrlDone zone c r7t, L \1y , :\� :� 1 ��('!'tif� FLORIDA aUILWIW CODE Veloo NMMDEnB Z. _ 00p - 1OILL �stw u�eW a r. 3 ' nAVDA BUILDING CODE h 1► NurrloaW zone 3':' y+ rLR a L•O E�"��-+i/•?.. = -_ oB r! 1 1 • W COMWr ROCK & OR asA,a A f t Rim Ik"M "C rM. HA7M TAW RC. w ..._EA, * • ante ILMM NC Fs. «rDe W • XI !E • „rP 2D GAGE GALVAIM SIM 170p1 PNKI ORION Wr. MOTr FOR CdIBNATIOM GF SSSr1OL4 NO 44167 ?,D GAGE GALVANIZED SiEEI. 9TOAY PANEL DAWM an Z ;* 20 GAOL GAWAN07D S/EEl STORY PANEL WAN sN � 3 14s. IEOIIMED, � SECTION x•-tf A,; DIO �416i � w/+A/asl4 ED. EDOE DISTANDE IA';• * -- erpa/4Oa PROTECTION PRODUCTS. LLC. oANIMM VALE 3/a.,- i _� PROTECTION i olocuCTSF LLC. Doe ( oil S TE :� PROTECTION PRODUCIE, oNc ' ;•. Og10 IL C O Ells. 4H slue DI rT QjjAll FOR SPACERS 11[OIRRED AT TOP OR '• A E IMMIL �1� , SEE sCHEowE 90TTDM MDUNrIHOS rw aF ��. R R1DO . 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Y� �r� /�. �IAPIa�.IW, '�••lIY,PYM_Y•.11Y.[_1�1M116IIM Y�,1 N1��a MVI'•A/�°Nlo I•j t�+wt - IN I _-.. •r _ _' e�a` 11 Mill willial NSAN":M•ww• sIs•• IS A Am P♦ 1r MuxN .. t 1 1 \+ sGLLt / 4-t .•.,Ar ,a 64l[ t/4•«1� 'pMwMINO IOYL 1 -�• •/ p�� �I -fgq aYMai.Al Y1n 2 2tf61 ICHEM t son Ale mum (PL) • IsImploED NO, 1UK mum • -Wm 4 V-r r. 3-. I/r > 4•-{• TO V-r r. 4*. 1/11' • r-41 to r-tr • 4' P « MNa MYa 1�WLX M'INa ��yy '' MN4MaLELanO rime �6l�flA0Mp1� 1gt[a (MI[ IANa aNPWmq M/ 1WE �/� BpN�p00R •EMT ; lfasraEl.tw6t - TEMIM lw aowE Ip• - t' +A�m ypLNr.Wn 6CME 1/r . I, PlQIBi1 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS LIP TO +55.5, -72.0 p.S.f, AND PANEL'S LJiNCM UP TO B'-B'. 2. FOR NEW WOOD MAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPEC:BTC DENSITY OF 0.55 OR EQUAL TOP a BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY E mLm t nipm YDtIMtow waLL ! D= UQYIlTM 0STALLAIM - ALTED&TM AW - �LidMa71VE sw (SECTION AT TOP Ts LB{FED 10 +W--Q,O W1a, SPOIL& 1/4' - 1' 4". on" PORE IUONG) 'Ayr BONE i/4' � 1' r/ M 40 e,. ter• I.M MIA n4�SI��a AA44'IIl`1�.IIAAllssee.fA�1A I���PO MY i BIWAUA IDN - 2rafm YW safLE 1/4' . 1' _ _ ORION 111111111111111 llul lmmilill'. . I I I I IIII, - I ILi A 2/4, W4, a/4 a 4/4 , a,! �w/15 LpPl. a TW/15 _j ON In SPOT" Impla AKA;nwEi6Yw/ -Iw10 0Mcn I°FwB>�- Noll 1BLTaw) ._-_.-..--.___-• .- _-_ _�, W/D I�E4AAR TRACME (Ea Not[ 1 jam) /, ; BFR S RIM l MJ&" NW1 Im WHOM a W, /o/; /1 r . L f.. .•.• g�y PPwwa0YMM0Ec00 4N[R ,o .11IAW 1170NOIIIOIQ m'E'Mal'OfD �` a••11� •11fJa "''�' % ELEVATION a K bTMIID a {EMarm rR6M Mw1pt INS: #1 FOR WEE 56EETY *W Or ,4) -1,. LY,�TI �n nT4ON ICRtY WALL MOUNT= WALL SOU 3/32'-1' =-SECINNU WAM 3/8• - 1-SECIM 2 WALE: ya' - 1' 1h r. wP ®®a b1T� dl L,R' SAFrTr •yg�Ljl�j �NI.*6(ie,)�� r. OR KAN �INTFNODR VON PANEL (AA' PMIE AICAM BE LOOKIM) )• AN 00 PANEL (nAST gN BETWEEN END PANELS) µNELELSj� PANELS 1 Mf M+wea rN10s. W,m1MNE taaalal LIFE VIM PANELS MW OR MAY NOT BE NSTALM AOYICENT TO RE PANELS •Q NslE +) a0 ww PaltLi (IT/ OR w/0 Rto" TRAC l WNW 1) Z. LIFE EAPEn PML C OMSISM OF 0.06r DALwTMafD SIm S101M PINE. As SECTION B-B PER COMPONENT . slow 2 o/ DRAWING. SORE 3/32*-1• ITSW m K RDIAW OR METALLED FROM THE OWK DP 51MICT1 J. Ln WFFY PAIC�REMMTOP �a eorrOM TBICR To YTM�ac�TO F:CO W tie NSTAt12O wwu OR PLOOR MOUNTED FOLU)w1No SECTIONS 1 a .L�,PA y,• • 2 oN TINS .POW WELL AS .% 1 a 2 ON SHEET 14. E �'•. 3: �C "`lC FLORIDA M)ILDW CODE lbA 4. MIL LDwtm FOR COMPONENTS 6 IS•. ND' yet. c"m mwm FOR COMPONENT ®CN ANONAOE AT BOROM IS OMEN ON e10°014110°' MP' 20 UK DALYANRED $)EEL Sim PANEL SdtDULIS a L OW 14. COMPONENT MAY BE PVN NW 09 IMMO ALL FOR q •' 'Y'•• /� eprW YrT! MTECTICII FIND ar W 3. SEE MAU OWAU/U6N1 INTO WOOD FRANC outoom ON SIW 15. 0{(' --- 1 11WP O.Ne. { SEE OW 4 FOR MIA APPLICABLE TO THE MEMSITY IN THE OWWATION OF `` ,S 11 �` ra 1 LIMB N•411M`31 Rai OI)Ne-wN l (_ SPACL116 AT 1RACKf IN37Al1EO ADJACENT AND BEYOND 70 s11E1CD/W000 11ANDt. A-.. 1�i lr . al L i-wN _ MAXIMUM A-L Q, DESIGN PRESSURE RATING ■ f) AND CORRESPONDINQ MAXIMUM PANEL TERM 00 SCHEDULE IN• �� All � a°N o A ! �a , DO�IW .44A -12A r-r on um a 1h• 1AmVw I nwU 6 A T OSU -7tO 27'-6• TO r-e Va. E 3/4• LA mug I Mel S a 7 .Ina -1Ls .r-r m tr-r w. 2 I/r ' WONNOI S •434 -41/ Ir-e ON urn 3 1/2• �SOA *a is • a11® r/ I/00-IA7• al as a TONS u Dow • M.ONIM Or MAL AWn der we PO4witn. 4l •urr unelw m POPS RMCIfNw , AN,aAN AEA, tM am RMNO .,G• ) WAMN mom wm at,a mA to. - a I/r • r"ZOmEF! 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W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY NSTALLA11011. SNIOS�/OWERIAP 2 M Tot2M0(D .0MC) `w�BRB�■.tri�atrBri�wr��,.�■■ri�►��t�� , 131 WNW ltqvlll,� -1 , YAaAM A3A PNW2tWAB WCOII OF aMRP 1 wa-M PMa1MW MW! a Paa1At no I APIPLICIPAt IF AES wN wwMAI null LDWK 1. (AL) m DINNER DAMA 10 ,O CON t1[ ro am SSA, -7LO {' N/A N/A WA 6• N/A r N/A S' N/A 16 2 (TOP) W-0' OR LLTIs {• T {' s' r r 6' s' {• r 1 (BOTTOM) * -72.0 s' N/A r N/A 6• N/A I a 2 (TOP) .-0• TO Y-6' {' r r s' s' 7 1/2' S' 6• 1' a• 1 mmov) +66.0 -72:tl N/A N/A N/A r N/A r M/A IV N/A 1 a 2 (TOP) 7'-r TD r-e' r 4. r e' r r s• s' r1 1. (riOTTOM) MTIIrIIN Asa RIOIIIIW tsAa • 4/r wA na1 for w Map ew{ 4 Tab s r r mw wI w imme APPI� tD AL a yAW�y LENOIN •Lo 1 - OF 1110M +49.2 -611 p 4 1 • 4 , 2' 2 wmw) 7'-r OR LESS +523 -06.0 J• 3' a 4' 2 (BOTTOM) r-r OR LESS 65.0 -72A 2 1/2' 2 I/2' 4• 3 1/2" 2 00111 M) r-6- OR LESS +SS2 -110 2 1/2' 2 1/2' N/A N/A 2 (0DT10LQ r-6• TO a...w 4.66.0 -72.0 N/A N/A 3• r' 2 ( r-r TO r-s' OC�ATIO Al 00 PANM a t/4• ` O ! sFi I I {Ct I I `-INTGOW PA14 �--[M IWRL 1'-S wL DETAIL 2 FLOOR MOUNTING] INSTALLATION (A=ARLE TO SCHEDULE 2) somm 3/Ir - I• �WUY�S.DRNRATI�����ND�R��INN MAXIMUM PANEL LFKWH •La SCHEDULE - I6PJ!LCdWE aNLr m fEO7wws 1 • a,MDIG1IIaro^ J�FE EAItT•l Amato PMIrI y1P�t-t- WNP1NpM1PO"a11 mm WI.1 MN. WWI SIIiO Elm Nei -no r-r 3 a/Y Out am a Pa mom TOIL a w mw m owmi ww Nta am IRNw {Wams. mmm now IM[M■ m• mom tw {sawot AN I WOOD ON DO SCIICIML /a tO. Im W" Sl "= ON 911001111" 011014001 a*" mom By "ALT1604 SPAWN/ WwwO a Sb[WE NN TIC rouaww /ACfW. 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TO ODNOKW m m 110CM m aMCI m ONS"11% SL.00M m COMMOF T7pp o011tl m sum To ¢elbow Oslatmmm am m oomoom cairt Gaol ro aD1wRR COMGtt1 ■ewI 6• N/A N/A N/A 6• N/A {' N/A r N/A N/A N/A 1 (TOP) 6' 4' WA N/A 6' a' 6• r r r N/A N/A I (BOITOM) 6' N/A N/A N/A r N/A 6' N/A a' N/A N/A N/A 2 (TOP) 6• N/A N/A N/A a• N/A 6• N/A 6• N/A N/A N/A 2 (BOTTOM) 66A, -72.0 6' WA WA N/A 6• N/A e' N/A e" N/A N/A N/A 3 a 4 (101P) >r-r 10 r-r ON 'EW {" 4' N/A N/A {• r 6' s• 6" 6' N/A N/A 7 (6aTTOM) or N/A N/A N/A r N/A r N/A r N/A N/A N/A 7 (TOP) or 4' N/A N/A s• 6' 6" r 6• 6• N/A N/A 4 a 7 (BOTTOM) N/A N/A 112 1/2' 6 1/r 12 1/2- a 1/4' a 1/4• 6 1/4• 6 1/4, 6 1/4• N/A N/A 5 (TOP/ooTr1M) 60.0. -53A N/A N/A 12 1/2' 1 12 1/2' 6 1/4' 6 1/r 6 )/4- 6 1/4' 6 1/4' N/A N/A 6 (FOP/BDTTCM) •-r TO 11'-r 65.0. -72.0 N/A N/A 6 1/4•6 1/4' N/A 6 1/r 5 1/4' 6 t/4' 6 1/4' N/A N/A 6 (IO►/901TOM) •-r TO W-2' N/A N/A N/A N/A N/A N/A N/A 0 1/4' a1/4• 6 1/4' 6 1/4•a, s. 10 (TOP) 43JL -40.0 e e N/A JN/A N/A N/A N/A N/A a' 6' 6 )/4•OR LESS r 4" N/A N/A N/A N/A N/A 6 6 0 T/4 6 1/4 B (1OROM)N/A 12'-4. 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W TAPCOH a r O.G. 1lACIOtA • I 111I013I AT Rom % r 1/2 ),N• ' �� /, •/r 1Ile I 0 ` i f 1 iA♦, G Maw m •m• PANEL LDON SFLDw) 1AWL f�l, ow to -Dow 1••1W19 HAWS - o vim ' I /,, _ M_ nE- ( Not IAIW: lormlAO w Alm m I ; tN 'II f 17RI OylIIR •�--;-�_ r G - I I { �� H 4 I 5 • CONT. M 3/sr WINO NUT GMAIFR 0 I2 I/r ourWKIBR IXONT. 3pr WNO 1 f 1 4Y /MOON a r oe. ` j pEAOIa) 114-0 TMOpI a r at. y (�DMmlm w/ ana) '(' ! L � .. _.- IWAOWM W/ snlW L3 1 n.rAem R tOCO,ptN t w 1 , MOIL aO1Dam a 1 a AUDIT .IUI. OF PUDI N Ho9DwI mAtt L. __... LIE' wOm MATE �1Olb SCALE W.I. SCALE 3A%I' � A. TA rI�ENI I. ITO +11ITg16 AR[ ONLY D FOR 1LOOOIWi a1H A.S.G. m UP -72.0 PbF AND PAIIRS ADGtH UP ro W-r. DESIGN LOW 2. IN NEW NO FRAME GOMIRICTO& WOOD ilDA M 70 BE SOUTHDIN POB NG. L w/ SPEC/IC DDEMY OF 0.0 ON MLW_ a r O.C. rlXtGO TNGm 1 I E PPANELL MORupm i (fa + ALIRO f I I �r R1i.1H■ti:' A q� j 9 12 I/r O.C. WON • r D.C. 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PANEL LOOM (SEE NOTE I BELOW) r, ' 2'0Alfe " Val vm MIT (NFBNay _'��-I ii11 ! • (BEYOIO) 9, O 1-10/4WDR&L MWTt ' O.C. /1 7A" • I,11 i,�I C IT 11 I✓, i46" % r, �r II"11 i Vll illllil �i II`i i li )i III" i i ili V � ii lii Ili Ili Ili�illi 0 � ' r MDINai IIAKLLI 1•WwOOw MARL) (OH,O'OWW ►ANUS) Iffint: >..saw m f= A . OfIOP IIIJ1411 t 2 HOE[ 4 SOLOw_..t.- Nor mNaOKPt%�MIoaI1R >A[ Do - no �PI � (09) PANIUMeTa MAt���%1' ANTwpD.Ilp�pRM%I,6S) +• WINOM I�IRTN 1' ALP9 1 ,/r INIPIOR-.--tr • 7FWIN �N . AAST MRL ®Tp BE IlISfytm AT LMI OP�DAa LDAy�} p mK 9vTLL9 Ms1ll pwp� 11/ FNIATON - RFM KLKUKO[ NSTALLAnOM odw or ( /K[ ILfTw o F110Y IOI�OstROK11MlGn%Ei E. - r IMIo[ ai ST'MN1otIM1CRYiRMAiOKR - t +/e M. ow IItN w IN' M. W 1/4' to SECTION R-B (1L� S Mr W. I- (t). DDYSIlOeI Or fHwwa TOGS L-T NANO STOWN Pftft SYSTEM 4 bTlEi.. TRAMS ATTOP PAANLWi[ PLUSCONDOM 18 pq (1). WINTION DF MIAM 2011& E - 2 !LAND STORM PANEL V M A:C OSSI 0 OF PAPAL . VAT wrmm w/ rANftAMI[1 C41M. TRkGRS TOP ! B0TMK (2). LARD PANELS sNMLL K CWMLCfl To SLL WALL n MEANS OF (2) (rPARQS S►MLL ALWAYS K CONKEC RED TO BOTTOM TRACK ODIOWM A STOP BM BRILL K PROVIDED M TOP OF SUCH PANELS. ALWAAYS Y A7D A'MI[lS jAIw:K7[2 0R, E M TI Et/4'W 20�i.G TILMCK 711, �� 20.7 a ro wNG NAR O'IW 1 4• Wsm in. iHcam= of INTO BOTTOM nON OF f167EH1DlS Y WAYERMER OF TWIG ( onemm W 1/4Y-2GA3 1�NUA410� WINO TAPPED As (s). FOR C/ASL3 HhlplNDl[END W)PANELS AN LqE ,IDIMLr w/ te' LaBo 1 AT TO BDT1d1 7A Sic► BN E%TEIIgN MT FLANGES OF END MALL. ,® �MNMLgLµL�A A�IOP � WCM (4), N CAVE TAT ENDTpPAP)NDZ ME NOT.0011=M ro 107TOM TRICK Da. A STOP NOT t6MO SPECS AIIIDICAlEO AT StTRACKMOWR.D RDI[ (3 ABOVE N SUCH OASL CONNECTION Of WPMEIS (4). LL DUSTING BILL D FAMOUS AIFANSD SOME WMM}TAMNLatt� M67Qy, NE MSRLOB%UNTO. ro BOTTOM 7RACK WY OCCUR AT NET• NAMED. LOCATIdI. (�. stE eEDnON t', 3' ! 4' W SHALT &. S¢ ANIOIO9 2CHEDutt W SHEET 2a, WY K NKO .IOIMLY M/ TRACK A7 BOTOOM ATTKYBNO BOt TNCX 70 MARL AOMN ;EraNG wJ/ 7 1 MwWJ� lNwEOEp►MQANiEs FV1DNtlI�Bp�A FOR rBIAUUM -mm „ lift (gyp} OM ' Mws tm. OM OTMATWO710 AMV (� IR[ RIGHT WE OF AOW NOW COIICIILi[ 40eXj IILOISINT4"..., INSTALLATION DETAILS INTO EXISTING POURED ONPCON ANOOLR FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM CONCRETE OR CONCRETE BLOCK STRUCTURES J/ 4' upcom A VNM mmumC CfIOW('• I �. REpUYED 1 LL4* i twjw W Ts 1 I / 1 { 2.0.• y { I i I i • 6 Ile LLB ._._ i �wNa¢COxrc�euoeK WALL ..II SCALE 3/9•-1 S� fa SMQT 19 • fe Hq UNDOES ttR r InI'm 'FI) SNWa I= NWWINLOMIB WIO WOOD m r NYa AIYIM > 3 UMW: NUUM � VAM NmpaMm o Timis~ *8= PJ 3 2 1 to WN MX rat SD: MOSTnm sea= ON lemou muck ANC1011 fPAMWIE or MILTIl1N4 B At2I10 saw OK apypAt of RmuD MINOR. FOw nM 0►B " A OR "a" RB011OND IIa SEMI IHIINr1Y w.J to Ml RRIS �._.. _ .. O 1ERG ►ACTOR SAL Htlr Ts IOC 11wM IwY SIAIOIO 0100001TD BE = TWA F" VICH mom rot ON an ==Mt I r OMIAWM p it � ' .41 �• / i i 14-10-0 Amnam PLUS W/ ( REQUIREDUIRBlOdt 1dAll.hic MAIM - I. )2ix�Al AIDTEEe MM.n E�2 MAAID sEDR11 PalEl sysll3l I. E-2 HAM STOITM PANEL SIIDwN ON TARS PROMIcT EVALTNt10N OOCINIE rr (P.E.O.) INS TEEN Vvwm nm Cow mm IN 61) MNUM DOMMCM Or TAKEN ANCORS AND 1MN[UYIE FEMME O ON PANELIM►TE PLUS NOTE) CONCRETE OGCORONICE WITH THE 2020 (7U, EDITION) OF TIE FLORIDA BUILDING COOS. TWCT OWL LE 1 Ile DESIGN WOO LLADS 04A L K DETERMINED AS PER SECTION I620 OF THE ABOVE IFARIDAIM COOL 8.2) WO" MONUMENT K 1/010 X 7/r CALK-111 ANCIgI6 BULL K 6 7/r AM CWCRIYL MR A wMD SPEED AS N1[OLONIED NY THE p,� w1ERE THESE BHLITTEIES TALL BE IMLTALtED MID NO LMKDMEW WM AW FINISH MOV44L SIWL K PERMITTED. FOR A DR[CTDRAUM 1129E ION.6*5. TRAING ASCE. 7-19 M SCOW. NOT EOC[EO TIRE WWMiN1 (1LSA.) 1/4• 0-20 SS sormAux BOLTS UBID TNALL BE LOW ENOU 0"Ou D ton FINISH MATERIAL COST) To DESIGN PRESSURE RATINGS OSXOATED ON SMELTS 25 ON 21L LNOAW Ve IRS ANCHORS, N ORDER 70 YO«lI THE ATONE CONDITION, ULTIMKIE DESIGN WOO LOADS OETUNNNW PER A= 7-19 SHALL BE 01197 REDUCED TO A6.D. OEDON1 WSO (DADS BY MLVftSRO THEM SIT 0.$ N COW TO 01.3) IN CASE THAT PRECAST SPORE. W PwEGVT CGW=W AIMS WE FIRM ON THE DOSYNG WALL, ro COMPARE THESE W/ MAX. (A.SD) DESIGN PRESSURE RATMGi BI IMM ON SMIXTS 25 it 26. ARGORS slNl K LONG DDUCH 70 REACH THE MIw STRICTURE KTOND SUCH PANELS. ANCHDA OE 04ML EIS. AT M IT1014D IN W) AND IN 1,2)� N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TNIS P.E.O. AS TESTED SERE NOT OVER STRESSED, A 33B INCREASE N &WOMBLE SIRFST MR WM LOAN WAS WX U6m N tIMKI ANALYSIS. FASTDIM SPACNG TO WOW HAS KEW OETERMO ED IN ACCORDANCE WON 1LO.S. 2015, (C) ANCHORS S W"AcnLL K PI LSITALLM FOLLOWING ALL OF THE RMMOCIDATIOHIS AM VEOFOW04 OF nIE MCNIGN1•s ADVOU TK W PANEL'S HONED ,v FOR NPR 1 AND MTMKE RESISTANCE LA NNV BEEN VETIWICD T ACCORDANCE AS O SIS TA 1201 OF It R WALL K INS CRY OE THE DOITIRACTOR TO VOTRY THE SOUNDNESS OF nlE S"KCr AE WHERE SHAKIER 11E ABOVE IEJ1110HED CODE AS PER FEIHCSIRA7ION TESTING NASORATORY. TIC REPORT / 2032, AS PIOT000L5 7A5-201. TAS-202 AM TAX-203. Is TO K ARACHED 10 MSUIIE PIAOP[R MiCIt011A0L MD SMELTER SNOCL ONLY BE ArTA04 0 TO CD CWL OR= 2. INS SYSTEM INS BEEN DESIGNED ro K INSTALLED ON THE OUTSIDE OF THE OP " ACCESSING THE CROAK FROM THE W •OCO FNIAME BU1lDNO.S. NSDE w/0 TIRE IRE OF A LADDER OR I" TNB APPLICATION 6M ID WHEN NTTALIATON 6 SHAKOES TO K PERFORMED It 1M INSTALLATION CONTRACTOR 6 11 TO SEK/CMAK ALL 94VM COIWOHAM WHICHE 00111 WMM" N CONTINUOUS FROM ni MagE OF STRLc7LRE. CONTACT WITH TK TUTDNG 10 MEVIM WIO/RNN WISDOM CMAN *0 SEAL WIT ER TRACKS ALL MOUND FULL L SERIES TOMIIKTAILA710N 6 APPLICABLEAPPLICABLETOa9DlE AND DOUBIF WINO STYLE wNDows WHIST NSTALLAt10N IS RE1TtIAED RD KIDNOtl1. PERF011NEO FROM THE MM OF MOW. 13. S70RM PANEL MIALUTIM AYILL COMPLY 1NH SPECS BOKATM N TWO ORAwRNG PLUS ANY TAKLGNO ARID 201014 gIZAAl10NS FROMM BY THE AM�CYON WHEN PEEWEE IS APPLIED To. A. SERIES tom 9K7AT1ATION 6 APPLICABLE TV SINGLE AND OOtIBLE HUIO too HORaDNIu SLIDERS >RTtF 1HINOOW6 WHEN 06TALIAMN 6 RFAUIRM TO K PERF UM fMM THE URGE OF STMK.TURL 14. A11ONUM CONDORS NID DOORS, IBC. E - 2 HAND 11100111111 PANEL SYSTEM- 6 POW Pam& 5. ALL ALUMINUM "")WOWS TO BE 9063-16 ALLOY AND 1ENIAW. (UNLESS OTNEAWISE MCIM) 1EL (4) IN19 PIWOUCT NALWTON 00CUMENI ((PPtD.3 PREPARED BY THIS WOIEER 6 GENERIC AND DOES NOT PROPME UYORWTW FOR A SRE 4KCIIC P.M. 1.4. WNW TIE SITE CONDITIONS OMTE Foom n[ P.LD S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SNMLL WK 3105-H14 MUDY. (b) CONTRACTOR TO K RESPONSIBLE FOR /NE aR MM, PUMjOAST AND NSEA11A110N WO.LNOG LRE SAFETY OF 7. ALL SIM PER METAL PAN" SHALL WIVE STRUCTURAL QUALITY STEEL, ASiM A-663 ORADE W MAR., OALWAIM SIM THIS PRODUCT INISM W THIS P.E.O. FROMM HE/SHE. DOES MOt OtMTE FROM 111E COIDITIM MWED ON DOSIDNAlIW RAN- SLIT NM (MITER ROlLEO). THIS DOCUMENT. CONSTRUCTION SAPEIY AT SIZE 6 THE CONTRACTOR'S RESPOMSIBSIFY. B. ALL SCREWS ro BE SRAMLae S1FEL 304 W 316 AID SERIES OR COMMON 01CPSTANi COAL® CARBON STEEL AS PER ON (e) THIS PRODUCT EVMWiOM DOCUMENT WILL K CONSIDERED IMMUD E MOO ' M SCOI W/ SO NM YIELD STIIF)NDTM AND 90 NM TEW" SIRDOGN a SWIL COMPLY W/ PLORIOA SUIICNG CODE SECTION 2411.3.3.4 (4) WE AWL• F'ACUVM SNAIL K PREPARED BY A FLORIDA RMORICI1FD Doom on MICVrmt Mt1CH MILL 9. BOUTS TO K ASIM A-307 O"AA170 STEEL. OR AS 304 SERIFS STAILESS STEEL. WITH 31 Not MNNlAIUN YIELD STRENGTH, KCOUE TIC V4*W" OF RNECORO (E.0.R.) PONT iNE PRQI[iCF AND WHO WILL K RbPOM91BLE Fdl TITS MOWER UK OF NNE P.E.O. EN011MIR OF RECOR0. ACT= AS A OEIEWIM DM4U R TO THE P.E0. 011MME 1. IMML 10. ANCHORS TO WALL SMALL K AS FOLLOWS: SUBMIT to T"S LATTER THE Iff SPECIOX DRAW&= MR NEW. W am (4) TOO PEP, CALL BEAR THE GATE AND ORIGINAL SEAL AND SI INTIKK DF THE PROFnS10I0L ENGIN2R OF - 1/4.0 TAPCON ANCHORS AS MAWU XnM BY 13,111, BULDOL AMC. (MAIL re-3112 P6a1J RECOIHD TKAT PREPARED B - t/r A X 7/4' CAUK-N ANCHORS AS MANUFACTURED BY OLWLT NC (MN, fc-3000 Ral,) 16. SroRM fVNEt YAMtNFACT1AElY4 UMBEL SHALL K IDCNLD W A READILY VISIBLE lOCA710N AT SSOIW R'MifL w - (rG.3 P.N.I.IAR fSLWE D ! PAIMLANTE MUA ANIOIIOR4, AS MMMACTMCO 1tF G.CO C01411MIG1GN PRODUCTS. ADCORDANIM WIT" SECTION 1?01.9.3 OF FLORINS OIXLONO COW. CW LABEL SIy41 K PLACM PAR EMERY OPENNO. (re-.7350 PO.I.) LWL04 TO COMPLY WON SECTION 1700.9.2 OF THE O ORXLA FLLpNG O=. ALI) MMUM OMnUDR OF TIAPCION ANCHM HMO POURED CONCRETE SIMU. K 1 3/4- AND 2• FOR PAEWAW FINALE 10 ! MNELMATE PLUS. At MINIMUM DIBEUMM OF 1/410 X 7/9' CALX-N AMCIIOIES WALL K K 7/9' INTO CONC M NO DAKDMWt IMtO NNW FM6YI MATERIAL SHALL WE PERMITTED 1/e 0-20 U aWWa BOL TS USED SMALL K LOUD DOJCII(SIOIAD ANY nWW MATERIAL 01111) TO DIWGE 31e Arm ANCHORS. Ep A. TIC A3) N CASE THAT IRlYJ6T STONE, PRECAST CONCRETE PANELS, OR POWERS K FpUIO ON iTE EXISTING WALL A7R � %• FLOOR. ANC/IOas swu BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE MOM SUCH PANELS. ANCHORAGE SHALL•vCEN�••,� K AS MENINM IN A1) AND DO A2). t NOI. -4067 - I/e • TAPCON A1100005 AS MAFAUFACTURW Bf I.T.w, BUSDER. NC. 1 FLOWA 9UKDW COOK h Vaicaft NurrlooTMI - 114-1 APNIELI ATEE IDOOK MNEIMTE ANCM011s, As LWAA9 URM BY ELCA CONSTRUCTION �/. ( Y7IE 1A10oI. Pw. 20 )'ATE OALVAMM STEEL SIM PAECL � �•., ;: PROD" (r-wl "A) •• INSTALLATION JD L3 FOR SERIES 2M AND 1009 E-Z HMO STORM PANIELMINTO POURED CONCRETE OR CONCRETE BLOCK MMLONOW .K w m 4 e. _ ad m W4a OR -' ( O.~OO v m •ZL I" won a) � \ � . Pm� OWHWWM� I\\4.- \l\\\U \\.�\1\ . 1 a I INSTALLATION JD L3 FOR SERIES 2M AND 1009 E-Z HMO STORM PANIELMINTO POURED CONCRETE OR CONCRETE BLOCK MMLONOW .K w m 4 e. _ ad m W4a OR -' ( O.~OO v m •ZL I" won a) � \ � . Pm� OWHWWM� I\\4.- \l\\\U \\.�\1\ . 1 a I I ! • t1 1 >o aAMI. 1 IT motes n i ; o,9iw ly �■ M H' /// i Be i• 8___ N2%E 3/Mt- 11wi.4 wmYEaAP- SON UH 0_-WM 11 Wetlv «OwyNn . (w ��.�t�A� EWPIPC1g1 fO OlO� OI E�NW C. iE9MiMWw�iT i tYs10d� MmN.mN A.r.nOtl tr mt�I. Tor r ttT1w NIeIAHr4IA OM, R DaAwim w WNr ww m aIn MN FAL - on DOMINION ( uwmm m Ow m IM4 + m OF au go OW61IWII sop NR B M aC. IN,M SCALE I 2CALt S/9./ N N O Z N d O Cu O CO O o Q> 3 cu ca UL cu ."n -v � � 0 IL F- .o 1*02 c ._ cn Q / c O tiI AI•� o Q C API A 7 N m N CL N N CM Q N � ]C y 01 cuCz N .Ix 3 Tv t3A tJ Op � C G CD V i Q� IL cu O CL 0_ (D U c V CIO O L_ cu LU Q Z Z Q J d SHEET NO. SH 1,2 3•. >M I 1 • Iw0w 11-114 l.. r. q4 � Me. "'Ri� 7oAMT1N c=b. TO #Sa0. -753 70. OR LEST 3 9/1d BOII>b • I'. Y. ]'. ,1N, 2v a rW ♦N.O. -76.6 far oR LEST 2 7/r aD1.Tw • .• t .1Y IMg91Nm 6m1aN OFaa R.x . ,PNuur RT aa1{Ar W .w OP Pwn LiNarH •, A.. 1• •l { .1{• 41 4P WIYeI INSIST! 1RA0P0 PONE 0. . 3 1/3'PI ^ APRKJa[ TO codoomm a TE- tpIINM 1' D00OaIOR[R sf. "Pamcmow OAM-IN IMHILN/E 11B1AL O RANi1WE w TOAIN 1D EOACINI4 10 OOHIOIRa 10 cGIn= SAM e0.0. -TS.J 12• N/A 12' N/A Tr N/A le N/A 1' a r (TOP) 70 OR LE85 11' 3'* IQ, J' S• 4• 6• O 1 12' J' 1r T d e' r d 1 OM N/A N/A N/A N/A N/A N/A IQ 1/2• tl• r (OorroM) 7• N/A 6 1/2` N/A 11/r N/A 4 1/r N/A }• (PIED) 12' N/A 12' N/A 111/r WA 9 1/2• N/A 3 (MOTION) 12' N/A /2. N/A I N/A I N/A rr Ir lr 9 ,/:' 1 12- IT- u• 1,• • (90TfOM) • LAMED To OLD pat. A.SA. OEM PRESSURE MTINO. •ER NOT 2S Pal ABC"" THIS If IYA:IIII AIN 4atLLftm IITO om MINIMUM AMaOI VANS AND MEMO UK OWWAU ON SaM M ON TOM TIMLA4 PON en LASS EDAM MASTED ON WOW" ft^= APO= *AM SO MIAaLMISS >►ACWLO f101N at mmm IN WN POLLOI rAcwm No ?to opow M ro t IDaN LL Ron= VAIN 091"0 LOW FACTOR SNAU MDT SE lASS 11W1 MO AAr frAraa *MOM Fat ONION ANCI1011 Mt itAUOIOIa 1(4S , 00 1 1/ 41 N, URNS 1MOpH Do" M► •pal WNW w 3 ] 3 3 1A SommeOr,IM IM3 a ] 4 Ra MIA) 4AAW4• w 41A) 3 3 to 1 a In 4 ONK BY IaSWN 11 s - - • 2. IM - IAN .p 7 , t40 1/6 + ROAn Ms, DISTANCE BETWEEN BOT10M OF PANEL I 1 Jf. Am (ID it K T/r ,w 9c1a- ++ ENDURE• 1APA. OISIAHCE 9ETIl[EN SOrT011 or PNOL Am � TO w 3/ur COMPONENTS FOR REGULAR, LIFE SAFETY th E-Z HANG STORK PANEL SYSTEMS (SIJIIF 1/2^ty (TOR• RUN— ---t2.700' fFJFECIAR Worn)_ --- - - - .--. _ __--...) i ••-.TE2) 1 4Y•lIM3/P J7 ' 128' �'LIIq�'It Ni [a11mn• a it r CA . � - 1.Jb0' r-.1 ..1.J10• % 1 ; Tow t0• 01w BE A mmw IT I .� � ._, I 1 •� ,ixg' 4 rL� CANNO,Iowa 2'MAm TW[a�•---"'•AKM 40 3 TYP. , ,„D.2. •099••_-•A IRETAIL A 0-0 *%IV. � [DEC'�Z'�•�* s�a1t ..._...-_.-..-----------.370• .300• GAPE PAWL A I-1.780• SETAE A- L_ __.2aw-+' ..-, PNmS SHALL K NARAMm A1III" _ __2.]D7 FREN OM r Lm70 �SIDE '�MEL �j -N• NEAOEB O3 •F` TRACK O4 ANGLE WRN STUD OF ^ a.. 0424' MAP.) Np.y.�4,710-STEn IV lllm miPE •0.05• , - I•)'A'd' -T e-1 133'l_- P.27d i I-- f i�` (. -. -�O0' !P,ete , � osfa• oaBo'a .SS9• 1.40r 0.625 A = ). ,1Ia7a• (" -'T ._...2.?W.EW mQm DETAIL. A m VI ROUROED CORNER • EOS OF PANEL'S t . Aw.006• 5�.... ~ LL. 2.JH• - END UP W/ Kwm EWL JL ,.iJbn �. N A w I T1R. BaYw AUARa �.... H 1 -,DOE 0! MIEL 3,7E0• Im, (wr) ISO• O aloa- IF w AALLIar" ©KEY ROLE AT PANT - •>SS' - ' LI24• eaa RED I roe ADmlm4 Air LWMMN7 1I I• O SLEEVE 2 1 /R- 125' OILY wO roll sa cLaos WOONAi 1••5•• I-.. a7S• YAY 1 la1/2TI3) R .la• R0"OTUNf. VAIL. R i _._._-.-- J epo• - 2apD 1..118 mD,P (TYP.y > Q7 REV. -N- HEADER O -U- HEADER _ } �-- ; (TY►, -,• NIL to a• Mp.------I , ® SIB I MAXIL ®AN=11 -,j,• 7RACK Q PAdELHA(Edt i .p.• .Je4 Ep A: TI(t/r �L. 114-.b11QEi :f-_. ��_ -..J973' •• •• ('.E�Ip�'9.� NK ONLY MR E-2 F AG MU -TO STORM PANEL r31 ' � 3t t' "�^' '�r• V •Y � 9tM) N-T9 ALLOW. AHOY 2' '..SrpIi ,t.• 1 � 123• *,a t,,� .1m - MIN, i�t-1,0 _ 000 • - 4S0• 1a1. ® B�UUI•�L//.DAI1P-PO•�U.ANNT//3NI•�F' JANGLE F �SS4• © BUILD -OUT Or TRACK ® t ®(� J - • I tn' ac FJ r r�r1/%'/!` 1 --� "''', I /A'„ •' SEPARATION i EN Amu LENGTH (SEE 9OEOLAr ON 94W 0 TO GLASS, ON SINELTS (•oE atl[DU t } ' 94 ' ` E WHOM Ax OWN 04 3) ; r N •A -r q•9 j 'RANG! y., SHEET, 3), , , .. '}f _.. 1! W'IW' 70AWt o PANEL IEIGM I--_ _ ::- �^ • .. 1alA1 OYa 7T) 10) .._f-- -----_.� (ON SNWK['f Eal Ow i OF V 1 N MA, I O I [p 1 BON LONDON , 1 i I MAX 1 ( I _�. • 11/,r P.a CONCRETE ANLTIORt SIIQrS 9 THIIOLIGN To)- i-{ 9 , 2 I/S' LINO MAX AllU1OlUY $•, iTILTE Oe SIMCEIB � • , i• O.C. vAO FOR EXISTING CONIC LENGTHS� 1 PANEL PE�T 3 an CONCRETE 1OO Ads0AM SPACERS •TAm,REORm. 12 T/r O.C. in TABLE it ON SHEETS S k'01 Solt 3/M1 4)IOq 1A.00. we 24 OAK OALVANM STEEL SIM PANEL a1TREilwi •A IL BC011la. m PROTyE{Cgm PRODUCTS. LAC. aProtAW/w. WLWa'W N AAOt a y rL , 20-175 ANIaVAL .R ti. P1A'AK pN)1.•-7w FNh pNMp-OAST .•ANTI i:wr. s @now No. - ,MIL A r PRL !TIT b a n INSTALLATION I 1A4 • r O.0 W/ DETAILS FOR SERIES 2000 do 1000 INTO EXISTING WOOD STRUCTURES 1/4-0 L40 I MR 0 1. O.F W// 0110 HK 1111 ffon -TO OIDrMo WOIO ,9AaERH E-Z HANG rlr/ STORM PANEL C17 i]7 WET. i01A I 1/2' I•. TINVA PDNERATIDN IV fut IN ON 'fDOf 1 WOOD NEA W QNTeNO MDOO IWi10tR. i TA aD or i tl • /h, Q ! II , ti LAG $own • r O.C. R/ ! DETAIL I 4 a 4'P-20r3�4• Y--1. - MI. / 7 I/j• 16". 116WMMa P°MOMICH I0 Exsnw ROOD HIAwl. _MCA IA- , 16 PET RMET RR»wl)oRlorM Or EVEN ® 4 CPPL ///N1• SM.9 9 u Tf0 O 1 R 10ER 1 T . u = W a f �;MI;� , .1H-EfOw�•','y ;;/]1• � 0 6/Ir YR 10 tl1AB. 4Y-.TOPE 4• ;WYw90 "MCIEf 1 �• CR MILG�M�]: �IS( LVONI' OMOpA► 13 1S I$DWI" INK 41 /461/ 7 o/ tQua. if •} if It r4K- g TW OR R0T1DIl 1111111 7BACNS. ® ON(h Of MAXIMUM PANEL LENGTH OEN'A•8•D• PRCBSM emG co.xRa (4 comm E a WOOD OtlRALATON$ t EAD Ir-0• F21-0• sao /2•-0' rr4• Jae rr;•a' ro•-e• aso W-101 I*,-o• 43.0 91-0' r-0. Sao r-r r-4• Sao � r-r r-r Sao a-r ISO a'-0' Y-�• no _ sae r a• e_r ale ro' I'-9• Sao r-I' 01-4, Old 1'-e• 1=0' HWa Il. e•-n• rAlA I'-3• Y-a• r1A0 - I'-7• rrRs r a• n"0P0A 1/4.0 Um Seim • 4. ox S/ W THOWDE0 msrm%lm N vwm "m WAOIR «G, • 12 oc. 4 Offt /140- SRN. Q •EADie a An Tom L 6 I'm IOW= GDUIYD t f 7/6' Mh - 10 SAW 1/f4'V•,-O/�7'J4• MLITFJ-f OMOILAP 6 If : 1 C.9 iit MR L NITER.M1r/.. ' M01E IA 114LNp (e Ms. W/ 7/1'W/32' +,r4y ;W- Mr 1r Rc. G,", y • 1/, 0; A9 Sam • 91 °ME1M7iIN1 i I%ra HL N a � RE INSTALLA ALTERNATIVE SEAAE I/e-t' 4'W CMEDULE ONLY FOR REDULAR STORM 2/1 iW/632W/!/3W%Si t pv� REIN. CONCRETE BLOCK ! W000 (T) 3• MIX _�- SHNLIS t0� !j °N--- --__ __._ _ _._._ D Mw S1W1NlE ►1MELNQ�lYm AT EACH �I• INN.•^- 1' IML. gpECt wOMNuAT EACH ENd• DnnM.. 20, 03 . 4 MAXIMUM PANEL LENGTH -L-" (ft.) a YAWW As e. PK9pim f*Tw OUNpN1E a WOOD OaMLJAT10la t Eno rr-4• Nr-o• IO.O is' -to, 111-r J0.0 r1•-r w_r .e10 Po' -NO• O'-V 4AO V.,. 01--21 4a0 r-r Sao _r-R• V-71 *`Jr, a" ra• r-e- eao 01-01 r.9' 9LO 7=4' r-r Pao 7'-e• I1-13• ISO 7'-I• e•-a• Sao r-o• #'-a' a"a 7-0• e=a• sam S-1. S'-r- no r-r 0•-10' two r-J' a'-r was,1'-J s 4• rrao s'-r• IrnO 1'-10' if 4'-C MAXIMUM PANEL L wmm Soom7OM ro GLASS SIC EDUE SILO a-= 4 170 .0.1, WINO 5P4D > 170 mN1 UA) wNESMA)a RE51WWm UNRESTRAINED RESTRVPND 30 OR LESS ,• I. d 6 Ile .3310 00 7• 1' 7 1/r 1 1/2' >00 To 145 1• 1• 7 1/2• 7 1/2• >t40701 7 1/2- TOP �,R, DOW MOUNT `W 11YJ10EA 'll HfMOI 1'SXp • AMU Y 11NICR 1, -r IMAGE W19t - oOEN:r HLoINT 4r �• Sp• >b• w a0• 8d• 4 1S'T.6• am AMAE 36• 3r 32' 3r 42' 3r 2r "rTRACK w m• 3r 42' w w w' /MILEao' 32' 32• 3a w• SS' 6e 1 sd 112• 32• 3d 1 W W SS• PLATE SEPARATION a ATION ON SHEET 3) LATION DETAILS FOR REGULA INTO WOOD �00D ANCIIOIIS (SEE ON STRUCTURES Tow 115aK0U.E WOOD ANCHOR$ 1/4' a SCHEDULEMAIL K 11 111000 HIM I REQUIRED I ' MAIL a ' PA LENGTH SONEOULF P 1n1►kWt' ON 3) I 1 L�MnW0 i ' I or v J • 12 1/2. O.0 i... ._,.TrActom III STUD II + (am K"MLE ON SLEET 11) A4T�A D.M.,O. ® or u f I ___v T-11 ARNIOLim PANELS AP�W]TQYBLAS ,�rlr ...rKLEMffCPNES AW/ l 4t -E1 L O KNSDTONB S I� 41 )• - -r' - - - - - - 2/4 T /4, 3/4, 4/5, 5[6 k 6/5 1 • MIN' 1 W/6, 2W/6, 3W/7 t 4w/7 ---.-----ANCH10R3 (SEE so"MAE ON SAEEA 9, t0 ally- REGULAR STORM PANEL C1� ELEVATION imr N.T.B. 1/1' Y,(s•. GIP Of D.EIAP 1 WHINE WILL" ;1 1/1• LA DAP 0 SECTION A -A IV,& LOOM (1) L{: LNNIaN ALLOWALE ►AIIEL tN1a1N Pat A LAVA F4MNI,a AAA OmW LAID. L-: YAX ALLD�MM[ INN LOOM NOR A aVE1 NmNNt ADD, OSaHaI LORD. (2) MLOCm1AR To KTEMNS wmm PANEL unforM °HEN A POMM A,SA DMVN LDS. DENTINE WMMM NNEL UDRTH `0' FROM 11CNmML GIVEN A NOWK A.S.D. Op ' L110. WOMW WMMeM FNNL LVA M 'L FROM 204 AL FNM WOMAN AUNOW POW LEWISfN IS COW TO TW (SASSY MOM= PROWL LnpM w $EE soicw wOR roe MN. PANEL TENON me PORN" aYMICOMAL INKAWLTON3 NOD ROOD ARE twm To A a0 P.W. MAA AS.O. Or, Pf4tiS E RATING * . �. � 441g7 * _ TATf� * c ORIDN ,�E{E� / -w •.�.....•6P' clap T4=k WC. �IL ECOIRBeECOIEEB. 4P 0:01M1'D,• Ar �l-rfw�IM�. WR-ar fM•IOrIM A I,0 24 DIME "VANIZED STEEL STORY PANEL WAN 0: 4.• Nm If Slat4cS,s AGO, aN1W-7w"DN)Ip-m p� 20-T73 ORIIRa MET r lISSI 2 I r ON SHEET HN�i6l'fI � ILL v MIA. yAKll all I v�-S , = =-== 1 I .fit• MAILUMKI 12 1/2• T»ISLESflb1+F Me.SEE FOMOR LIMITATIONS; NOR NOTE It MAX. PANEL. i _ t 1 1 1/2• LINO sumv,'S SHEETSCHIE3)I I t Y 4 _PANEL MAX "Al" ID OR WNEL MATE PLu3 (SEE same ON star 11) _. SEPARAVION ro O/S5. 1 2•04' W000 - J � PLATE REDLARED �oiN SHEET 1PJ DIRECT MOUNT W/ SPACER �v 1k LLTERNATIVE NMI' .414 BaALE J/e.r f I • 12 I/2` D.C.: SEE TAILS /1 ON MAN,. .0 SHEET 1, FOR WNE IT. PAL LENGTHS k DESIGN LOOS FOR THUS INSTALLATION. WOOD AMC"= sm 1 ISO 9C1EDtAE ON SHEET n) ,4: Ik {.._ i , • ._. Puff OWRIND WALLQ�i� of it I MOUNT SCALE 3/S-13/xDw-1•N NYIwIY�Y. id YYIs �W n (C) 1gSiIST�ii W000 IMIK lfntr ORM61„4 _ Ou CON,, 1. S10eM PANEL SHOWN a4 THef P11000CT EVA.UA710N OOCUYENT (PLO,) INS BEEN v[RYHFD ro11 COMPLIANCE M ACCORDANCE _ 1/4•T TAlfe'O ANCHOR.9, K W1NIlFIGiUIIED 91 Lf.YI. NUU, INC aTN THE Mol (7N EDITION) Or THE FLDIOQA NUAONO COOS nos S10NL PANEL SHALL NOT K IN3 4LM A7 ,sal - /11-10 041C1M1E F1AKE O AND PANELW7E PLMRS AFOHORS. K MIAAIiIICfIlRIa fM ELDD GOIaIRUCLION PR001KIS. VEACT'I HMIMIOAHLE 201CG tINIAY-D,WC / NROWAM C01R/11ES)). - 1/{Y LAD SCiNTTb PER NAS DESIGN WsID LM06 916111. SE OL'1EIYs4E1 K PEp SECTONN 1/0I TH[ LIENI COOS FOR A BASS WIND - 7/ICY " S/e' WOW 9U9NSLG, AS OtSTMBtlTEO Nr ALL POOR SU7RW, DOIi !SPECIALTY CO, FOR AU SPED AS REDUIEO BY THE wR1ISpICiON SIM Slow PANEL IRAA K NR9TALI.EO, 4Ant A DLIaC1,OWNIR' FALTER FO KO-O..W{SS,, lAeNf ASCE 7-16 AND SHALL NO EMCEED THE MAXMM (ASD.) DESIGN PRESSURE RUSH= 9OOATL'D ON SHEENS C 1) MINIMUM T161FAOED PENEIMTIOM INTO WOOD OF TAPCON A/NCHIMIS SHALL K 1 1/2' AlQ r FOR RCO PANELMOVE PLUS 3. 9 MITI 12 ! 17, 1a. AND FANUMMLE RYYE 0. N OROFR TO THE ADM CONDITION, LATMWE OEM WOO LOADS DETERMINED PER ASCC 7-10 SHALL K FIRST REDUCED m AS.O. DESIGN PRESSURE RATIO ErrMULTWILYNG THEM /Y OIL IN ORDER T9 COMPARE THESE R/ VAX. (A.S.D.) u) MINIMUM t1MEA0Eo PEMTM110N of twG SCREW. INTO THE WOW IRALE LOW SOMA SE , 1/2'. NO THREADED DESIGN PRESSURE RUM NDI6TED ON MEETS A 1Q ! 17, IS. PENETRATION RM STUCCO SHALL K CONSIDERED AS PART Of rot ROMOM THIREAOOD PENETRATION. Al1HMIU N ORDER TO VERIFY THAT ANCHORS am THIS PAD. 7E9IL ROE NOT OVER WiAQSED, A Alt NCHW/SE O AUOMWt SIR= FOR MHO LOWS 03 NRE USED N THEIR AN LYSa FASTENERS SPACING to WOOD HAS BEEN DETERMINED IN C.!) MNRNIM EDOC VIVANCE Or LAC 9CRICVS. INTO WOOD SHALL K K 1600KISD N THIS ORAWIIC ACC4400CE WITH H.D.S. 2018, STOW PANEL'S ADEQUACY NOR IMPACT NO WIND RESISTANCE HMS KEN VWIED O ACCORDANCE RIM SECTION 16061.2 Or C.4) MIwwM PE E7RATION OF 0000 BUST O G SHALL K 5/0•. 1/4' 0-tD SCREWS USED SMALL It I I/r Low MINIM THE ANDK MENTIONED CON AS PER AME ICAN TEST LAB Or SOUTH F01110A REPORTS /0614.01-01 AND 00219.02-06, K SHOULD STUCCO EUSf, AM I• MIIMNW FOR WALLS wr" No s;CCM PER SSTD 12-0 k AM E 330-02 STANDARDS. AND AMERICAN iSSiNO LAB SOUTH /LONG• REPORT Itt23.01-10 K PER TK-IOt 4N0 YK-203 PIIOT000.S, AND K PER CALC(ItATONS PERFORMED N ACCORDANCE W/ SECTION RIM Or 111E CS) IN H'X[ THAT PRECAST ,1roN[ qt PRECAST CONCRETE PAIDA ST0000 00 WOW WARDS K FOUND ON THE COMM WALL, ANCt1oRs TALL K tO)C ENOUaL ro WACH THE MAIN STRUCTURE BENNO SUCH PANELS. FLORIDA SUILONG COOS ANCHORAGE SHALL K K MENTIONED N C.1). C2) k C.4) Q. ALL ALUMINUM IX INIUSIONS 10 R SOU-16 ALLOY 010 TEMPER. (UNLESS MHEWSE NOTED) SEC SIM 2 (0) IwCNORS SHALL K INSTALLED fOLLONNkI ALL OF 111E RECOMW 0 n OS AND SPECWKWITION9 OF THE AVCHORY LWW/AChRUA. 3, ALL ALUYNUY 24M METAL USE° AT CLOSURES SHALL HAMS 3100-M14 ALLOY. 0 PAHOA MAY OM K NSTNIFD HORGONTAW,Y FOLLOWING NRALUTION MA S 1010" ON SECTION I IMMUDN 6 ("E S 4. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL QUALM SIVCL AM MO53 CRAM 00 ~M, 0-00 OAVAHI?to THROUGH 0) EXCEPT THAT rHE 10CR9®!a SHALL HOT K USED. STEEL DE3GNATION W/FY- 922 Ya WER ROLLM). 9. IT SAUL K THE M9PONSSL Y Of THE CONTRACTOR To VEINY THE SOUNDNESS OF THE STRUCTURE WHORE SHSRFCR IS TO K a. ALL SCw" TO BE STAINLESS STEEL 304 OR Ile NS SERIES OR CORROSION RESISTANT BOATED CARBON SIM AS PER ON A It 9NSARR[ PROPER ANCIIORACE. TINS LHL/T1ER lOWL ONLY S[ ATTACHED TO CONCRETE SIM OR W000 FRAM[ 300,E W/ SO kid SPIENG N Alp 90 lei TENSILE STROHM AND SHALL COMPLY W/ FLORIDA SRrDIND CODE SECTION 241t_I 3.4. 10. EACH REGENT STaN PMANE�LL WRH LENGTHS. OVER W. K PER 5[CI,OFI/ 1, 2, •. a. • AND ALIE7WIAfiES lw, ]w ! 4W ON SHEETS 1, S, 6 ! 7 REiKCIR IIAK A URING AND NAME gFAF WARNING INSTRUCTING OWNEt OII 151L4NI ro ARNNN° 0. BOLTS TO K ASTAR A-,07 GALVAs2ED SITE- OR AIN 304 SERIES STAINLESS STEEL IMTN 36 ►M MOAWM YOU STRENGTH SOCCUOIS TITRES YAT11 APPLKAp( RaHALL R NEON DURING PERIODS 40 HILJRNCAIIE W W WA 7. ANCHORS TO WALL SHALL K AS POLL010. 11. THE INSTALLATION CONTRACTOR IS To SEW/CNRR ALL SHUTTER COMPONENT EDGES WHICH RDAA04 N CONTINUOUS CONTACT WORM THE IRIIIONG M NIDW WIW/RAN KPIUSION. (A) - 1/4.0 TAPCON ANCIOIL9 K MANUFACII/RE) SY V.111. 91ALKX NC (WA, r.-3192 P.".) 12. SIM PANEL INSTAILATON SHALL COMPLY WTH SPECS INDICATED IN NG RIMS WAWPLUS ANY NNG ALDAO 2ONV4 REGIAARONS - 1/4' / A 7/d CAUL -IN ANCHORS, K M~AC1VRW By DEYALI INC PROVIDED NY THE JLOW ONVION WHERE PERMIT 13 APPLIED TO. - 1/YI . 3/4' SOLID -SET AIHCH°R'+, K 01SiRIBIl1ED BY ALL POW SCREW, Bd.T a SPECIALTY CO. r4.3000 au.) 1a. (0) TIRO PRODUCT CWLUARCUM ON DOCUMENT (PLO,) PIEPARFD Br THIS ENGINEER IS COUtIC AND OM NOT PRWmE INFORMATION - 5(MIA. 14-10 MNELLATE FEMALE 0 A PANELMITTC PURE ANCHORS. K MOWWACNRVD BV CUM CONSTRUCTION PRODUCT& FOR A SITE SPECIFIC PROJECT. Us. WHERE THE $M CONOIRWNS DEVIATE FROM THE P.EM - 1/470 LMAC HA LIN A'MJIDIM AS MANUFACTURED BY DENA.T, TIC. (b) CONTRACTOR TO K RES-MMBIE FOR HNC SELECTION. PUK14ASE AND INSTALLATION •HCMOING LYE sAR7Y OF THIS PRODUCT A 1) WNNY EMSFDYE r OF IAPCON ANCHORS INTO POU ED CONCRETE S ALL It 1 3/4% 2• fOR R.CO PANELMATE AW SAM ON THIS PSD• PRWIDEO HE/SHE DOES MOT OEVATE FROM THE COMMON$ DETAILED ON MS DOCUMENT CONSTRUCTION yRty A7 311E IS THE OONRR4Cf01TS AESPONSIBL.JM1., 1 3/4' FOR 7ALAC MA1L.IN *CHORr. W THIS PRODUCT EVALUATION DOCUMENT WILL K CONSIDERED wouo Y Motown. A2) CALM-tN a SOLID -SET AfVHM SHALL SE EMI EODED 7/d INTO THE POURED CONCIIf7F. NO EMBEDMENT KID SMOCO SMALL K PERMITTED. 1/C 0-ILO IlMWO USED Swu. K 1 1/2' LONG MINIMUM SHWW STUCCO EXIST, (4) SITE VWFIO PROUECM SHALL K PREPARED BY A FLORIDA RESSfv= ENGINEER OR NWMTW WHICH WILL BECOME THC AND I • MINIMUM FOR WALLS WITH NO STUCCO, AND MAY K HEADED SCAEW6 OR ALL TWO= SCREWS 110/0 "SAD. DINNER OF RECORD (E-AR) FOR 04E PROJECT AND WHO WILL K RESPONSIBLE FOR THE BUT WITH "C NUTS PROPER USE OF TO* P.E.D. ENGNE2R OF RECORD, ACTND AS A OELEQATED 09NNEM TO NNE P.E.D ENOMJEW, SHALL SMSIM TO THIS UTTER THE SITE SPTNIO oMWINOS FOR RlVIEW. A.!) N CASE THAT PRECAST STONOL PRECAST CONCRETE PANELS. PRAM. STUCCO OR WOOD BOARDS K FOUND ON THE "I" NC WALL OR FLOOR. ANCHORS SHALL K LONG DONOM TO RETCH THE MAIN STRUCTURE K1010 SUCH PANELS. (4) THIS PLO SHALL i 1t NO ORIGINAL SEAL NO &WI%M OF THE PROFESSIONAL ANCHORAGE SHALL I E K NEN A MENTIONED I) AND IN 42). T� IT (B) Ip_j },yg (BLDIX WML ►W N C-M OCCL M SHUTTER LWWACrUEWS IQ& S/W1 K LOCATED ON A READILY VSIBLA LOCATION AT STORM PANEL SHUTTER N ACCORDANCE WITH SECTION 170111.2 OF PLDROA BLODNO CODE, ONE LAM - Hsu • T-ONG ANCHORS K 414NlIFlICIUREO NY 1 T. W. SIRDE%. INC. STALL SE ryOING MR EVERY EN OPN46. IA9E1AN0 TO COMPLY WITH SLCFION 17099..5 OF THE - 1/4' • ■ 7/9' CA4R-IN ANCHORS, K MAANACTXNO SY D6WKT. INC FLOMA SlNUO•Nf BODE. - 1/4'• X 3/4' SOLD -SET AMCHOR5, K DWRaUlE'D SY ALL POINT SCREW. DOLT k SPECIALTY CO. - /14-TO ►ARELAATE FEMALE 0 AND ANIMMMML PLUS ANCHOR L AS MANMACRMEO N ELCO paISTAIICif0P1 R • Ile a LIAW AAUM ANCHORS. K MAMIFACTURED Ff DONALT, INC 11.1) MINIMUM EMSFONE4T OF YAPCON ARMORS. nCC PA MMATU AND SAMAC NAALNI ANCHOR. Nt0 THE 'vCEN S FLORIDA oUBDIND @'IEEE EB N YeIOC NIRrReefl6 %M KOCU LIMN SHALL K I I/1•. •• �t144 9.2) MX-IN k 3ouD-SET A cmm s,Au K EMBEDDED 7/e' INTO THE CONCRETE ROM UNIT. NO 7 are a/eoa Rae 24 BADE GALVANIZED STRi stow PANEL iMMOI In 9T STUCCO SHALL K PERMITTED. 1/4' W-20 SCREWS USED SHALL K 1 1/2' LONG MMHAM SHOULD EXIST. # - NnfW, AND 1' MIMNUM POP, WALA WITH NO STUCCO. .qy STATE /► NIL EC O INN.GLOM PROTECTION PRODUCTS, LAC. B.J) W EASE 71A1 PRECAST ROVE. OR PRECAST CONCRETE PANELS. STUCCO OR WLTop SONGS K "NOR) 01MT' a• 20-NISI EOSTNO WALL ANCHORS SAW. K LOO ENOUO/I TO REACH THE MAIN SIRUCIUK BEHIND SUCH •' �• Fl0R4 rAR Pw11•-sm fH•'•.. AHKJHORAOE aHV.I K K MENIIONFD W &,) AND N B.2) s/OPAL „�,. -•.R - -1w O-Wr-Tw 9�00191';;PE .s Ny,�OpE '-• a WIQ o�I 12 CONCRETE ANC OR6 (SEE SCHER" ON - SNEF.ra 6 THNOUGII 10) 1fr- Ep ,bNp1E,E ANCI)IS .. ...,E. __.---.L_ (tWisilN B RMOUONON 11 I( I L . �.�-�P-�-Eii• ,• ISO -_ISL�1EDo L'�orwTlar ALTERNATE ANOHaRs- DS H 1 s wSCHEDULE s 9 TISONWl1010) TIIyWE a 1.1N1JI�e PRIOR TO S4RTmR ! N Mln. IpNPARLTroN I y � I ON SHEET ] 1 1 1 1 1 q)-- 40 FINIS" Iva E ' 1 I � ' I 9 ... r/ AX I LOU ILIn SEPARATIONI To WZL r 1 will a LMII -... , PANEL L1H SICHEDULE (OON ') � � I PANEL ITN ° .---Jt,_.,-., .. :..... 1 ON SOW 3) Srk W l• If EIIaT"4 Ex -E j 1 J'il k MAX, ECs w Oar R of, IV MAX ERtISTINo i • 11 1/r OG 1al.0"iDIe1 0 OR CONCRETE SLOLW L... 1 ILL 141M Rff oc KOUIREM � CONCRETE 4VCt*M XV 0M W/ it (SEC somee" gem 9 THROUG HOM 10) WAA mmHg INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD / J /�. ,. Al'FIOAT[ EEG ��00D AHLMpIIS AL7ENATt WOW AR�+� �, . ' , u• -. r (SEE SCHmUE ION (SEE EGEOtN,E ON / SHEET 11) @ANENT ,I) -1 CONS. WOOD WAN WOW meow" (110! SCHEDULE Law 11) 'fAON o,1R 1 v wx PANEL LENGTH (GREEN STEM J) l✓ o< fix. a 12 ,/2' O.C. i I f__ii (W(�00ED 4N r Smw0 1Lillbllttffi SOat 3^0'• NOTE FOR 1:011BNAt10N OF SUMO IFS• lO1Fi( -- 1. INSTALLATION ARE ONLY VAWD FOR MAX. A.S.D. TOP k BOTTOM MOUNTNOS cANN BE DESIGN PRESSURE RATING ID.W.IjAND PANEL LENGTHS COMSNED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON S INSTALLATION. t FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SWTHEMI PINE No 2. 1(/ SPECIFIC DENSITY OF 0.36 OR EOUAL iAIlY Aw BONE 3/9-1• .__.' CONCRETE OR�'O'aoNCRETEEaaDa REOUNfO. 1/41i1• Id W�kA} Rp0 Olt NtAo Ann r • • ,n' eA N �I POI SS0T/4'"as AMNOIORa SHEET ,tsNGHmpIE ON i ^W ^W^ V^^'' _ cu Al 6-0 T VA L O Q cCL O V O C .c" cu U -v .- a- Cn U O O C O 0 OCL ^^11 W .- cu O O Lcn N CZ .p W as ti fl. tom. O �i C RVN � c - ee o N N N 0 4U O lO Q fV Y m a1 �w DU a'A C2 �_ Q Lr 3 m 3 H- M d ILA � r � c NIL •1Q.'G N c E Lp CD V c` c cn cu U V cu O W D' cl) cu LLI m a Z Z Q J a SHEET NO. S H 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURESt VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL(j) SYSTEMS 1 VAINSy i 19 ID a OR !'-� Mm a• . r ..a{1• to 11-,a.J9(1 ��Jf �{j 60q-,6 NW t A APA ANNi ION ,NY r t AW \ J IAPOON • , O.C. 1 :`-2� VW m Li00D nWC? ROOK Dr ANOCIR to iY OC.' INp1AtKM 1 ' ---'® OR(3 PMAK l�l Aml�afine00• AmEr AM 1/4• Imp UM LOW= •: a s 19 OA�NOFge h 1 Y sr' r A'l s* A VANO ALIu . AMU 04 �j �• A r at# -HIM 91FE1 PWAM CONO L CONVERT I •• a� ( •�� 1_. TAtIw uNtAL At/K ear NICE �, '. ar106-ini OIF RRLOWM Y.4' 6a00 fMNI' YML M_- 1 a 1/r OONT, gas---- ------ ----'2 IMn. OAP r 1 `jam wlRef=7-n .uo. j1aJ1EW Mwl CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•.1• SCALE 1/4•-1• SCALE 1/4'.0 SCALE 1/4•-l• cm an CAIA-114 1 yp�eq if OR m r /{0 `a !lM iONCY ORII I. OII _to & it) aAEPIWIE rNa, VV i1 2j'"=0 �& YAM v `•t�NEMPIMIOIi s•1� 1 p)t0 X - S.O. ORIAPCE - ,--- LA[ - -'y CASE G (PSCALE i 1/4' •'SAat '�CEN Mw • r uii•i �"-; • '•. VA(A FOR DOW MOUNT N67N1AT10N ONLY a 'Y CINTIM PANEL. INSTALLATION AT HALLS W/ No. 44167 1 SU ACE LEM WMMW wITwN 3/e * * * FLORIDA 1UKWq CODE *1ocity Nu on zone CASE E (PLAN) CASE (P blAtt OF 1� man % = P'o 24 GM6E oAIVANQEO SREL SroRY PANEL I.P. sata 1/4'-1' it SCALE 1/4�lJ Q�(y.• fIORI0 . ;j."• wanfrn `p'Y/ •' On/nae 1[E C O I416. OLCBAL PROTE•�W PRODUCTS, LLC• MIND 4M1j 4eb sa el MI'i�D 4i,•1ss N a°' 20-175 . w : 44 E. M, waR, Ra+)�7NIL4 MGM, (N+)IN•dNA tM/asWUSN3R ffilIMMON N. ►; cb4mm., alnpPL ffW e d ■ (VAuo ONLY FOR PANEL 1QINSTAuA7mNs AS PER ALTERNATIVES 1W THRu 4w, ON SHEETS 6 k 7) A.S.O.MAX DESIGN RA7rC (P•••l•) MAXaRM ANCHORS S►ACM IN EA - AS 7110NN ON 11EYt5 6 k 7 APPIACAa1L ANY MANNIKIN! PAWL 1I1t10•TN (KJ TAPCON LAO SCREW PANELNTE FEW" D PAMELMMTE PUTS N000 WMN6 13• ,r or tr ,7• N 13' Ir 13' tr tr IN 0tm,ol) a I/r a lIr B I • a I { 1/B' OoPI e , •• ,z I/r _ a• ,/ (eon.•) s`-r � . r r e• r - c1o7 LESS 446i O LE= or Ir �. 1 • or 1r or ,r 1r 13' B ,/2 N 13,Ir 1s• ,r r ,N OollWl i tn' 6 I/r to I/r a 1/1• 6 t/r (TOP) ae'-o• O4• 4 1/4' 111 • ,p• ((eOTiL•) 4 1/2' 4' a I/ra 1n' - (TOP) 1j • In • tn` r r - 30 DanOtU 10 tn• 4 9r (COP) IrIr I it u• r , • SEE TALE /1 FOR WX. A.S.D. DESIGN LOADS k MAX PANEL LENGTHS WHEN PAW 0 I USER CORRESPONDING ONLY TO ALTERNAE 2W' ON %MEET 6 WX- A.SA PIm7 (P•••1•) MAW" ANCHORS /PACINf1 FOR LIX - AS SM1NN ON 11eT:TS 6 k 7 NW CABLE. k ANY OF Ttimo MAO" It cRa LAO AT610 "AREL"As' 6DMSWPILLIS 13• or 13* 1r ,3• lot Ir ,r or t3' r lot p0T,a0 • tn• to 1/a' • lIr a In' 6 lIr 10 D9ry rI4• / BI /z' st < (r0nr r-e• r 71//2.— -"a- a 6.— _ (Wool lEet T n' r .• r M ^7 13' Tr Ir it Ir R9 (lOPJ 444 -•s •74 -7s Ir ,r Ir Ir Ir IY Ir 13, or Ir off WIT 6 1/2- 6 yr a tn• a I/z• r in• (Ivry - - 1 6 1/4' 12 1/r t t/4• 3,w-w To • 1 r 7 ,/Y 7 ,n' - (Tory r-r s• 0 /r a• {• - ]M (••LION) itr l]• Ir 11n• (on tr ,r ,r Ir m• • SCE TABLE /1 FOR WX IISA. DESIGN LOADS R MAX. PANEL WWHS YREN SPACER a USED. COMM900M ONLY TO ALTERNATE 2K ON SHEET 6 7dLE11 A A.S.D. OEIRON LOW �N• 40 PSF OR LESS 6'-O` > 40 PSF TO 30 PSF 6'-2• > 30 PSF TO 60 PSF 3•-10• A MAX. PANEL LEMDTNS ARE ONLY VAUD FOR M1STAUA706 W/ PANEL MATE IO OR PANEL MATE PLUS A oom a W/ pt�okkL1/2. O.C. iL�oIMNi" . Ieia/i11 le�Ne� - .___ 1 •L• Nil. PANEL UNM NIN OWN s/l¢7EI 12) •% Lei �i N1,• ou "M 16 a to roR AICHOW 6*ADM no NrWAAM M ARo tam FRMR a NAM MMMM ANCHOR IFANas 40 NMIM- ON o11MICE ARE ,mom ON H16 ragoL%L no Lo. on TWA folu m ON 1oF31MIT INDIIOt ANolOR WAMO sY was NN.I9LYN6 sw}IIIe smdau F w PO WWO MCOA6 FOR *0 OPIMI101/ It K "M Room "me IIWO WID11 Blow tat as LM TAW IMMNIN W$410 RVOTCD MR EAOI NORM 110E ON is $CARNAL ,off,m, -. vw*o t PM 4•f WWA AMM WNW 00 3 3 •NeMNrw eN.w 01) 3 3 3 sin 3■PnNaY 9enw,I NIM OA1 4M[LMtIMAt■ Now vi - r oa`o ide _. 31jr- - V AAI R, atN)Y 1 I 'L• WMx 4' PANEL LLNOIN 004 som 12) ' f ;c a r9 V U- i 3y1J�. FOR EouuR stoBILeAN 1 (1MUD ONLY FOR PANELO WAUAT04 AS PER SECTIONS 1 TWW 6. ON SHEETS 4 k 3) MAL A.B.D. PRESS E MAXMMI ANCHORS SPACING FOR TIN 40. PER raEDIILE BELOW � OINL IC MAXIMUM LLROM ASA FIX C 1(Pbfb.Nf:O) IIMAN MCNMB wwm FOR MN E.D. Fat 9CIIm" RETAIN APPLICABLEcam 10 IMIeN{M mom �N (M) WIXOM SOLID -SET PNIVAOTE 7AIMc-WWII G1X-of a L. MOOR 10MI -aE7 vmw-NNLN GILIt-IN 6t 7tN1' b To b calm Im(N,) of THEM 4.0. -4e LM it or Is- Ir tr 1r or lr or IF Ir tr , 6.�. OR LM .4k--16 .66, -ie or or or Ir tr ,r Ir ID• 1 or or 1 I 1 mn r-r OR on ,r tr 1r tr or is, or 1r ,r Ir is, Ir I (r0T1W) tr ,r 1r or ,Y tr tr IY Ir or W 11 1/2 , ommo 1r 13' or Ir 13• or Ir or i]' 1S /r Ir (ToM 1r tr 13• or W 1r or Ir 1r Ir r , ,n : lTah Ir 1r Ir ,r or ,r 13• Ir Ir Ir it tr 2 (mmo IF tr Ir 17• ,r Ir ,r or Ir Ir- or It 1 2 (BOTTOM) ,r or ,r Tr ,r or +s ,r is, u• IF ,r (+�1 +r ,3 ,r ,r s• Ir ,a tr ,r ,r,r , In 3 OAP) - - s 1 it 1/2 6 I/4• a 1/•• : 1 ,2 In - { 1/<• e t Y a (S0flam) - - 7 1p /a i { T/1 { ,/•• 2 1 2 t/! - - { //a• 6 1/• 3 MM60 a• r r r r r r' r r r o• 7 1/9- 4 (MM s' a 1/3• r r• r 6 1 r 7 t/ r 6' r r 4 (LOP) e• - r - a• - r - r• - w - 0bn0M0 r 6• r -_ a• - r - e• - (BOT10N0 Tr Ir Ir tr ,r Ir I I or Ir 13• 1r ,r / m it --13, 13• IV ,r TV or tr ,r Ir -,r . Ir - , t/a (TOP) Ir Ir 1r Ir tr or Ir Ir or Ir Ir Ir r Dlonmo Ir ,r Ir Ir 1r tr ' or Ir or or It 1r ts� 13• or IF ,r Ir 1r 1r u• Ir u• (lOP) it 1r or or u• or ,r W 1r or Ir n III 6 mn _ _ _ To 7 i' a 1 •' a 14• • 1/4• - - - - a 1 4' a Ile a - _ 6 1 4• s / s' { , •• • 1 a• _ - - - 6 t 4' e 1/4• e Ir a• ,r t0 In it r ,r r 7 1 i 1/2 jr • t W-e m l•'-4• tr a' 1 or tr l 1 Ir r , 1 11r 6 t or S 1 t M,_• 10 r-r Ir r ,r /r or a [n 1r 9 1/9 to ,/3 7 1/1 ,r r t (601T011) lr 7 1/r or ,r ,r or 1r Ir III r 1r 6 In• I (BOTTGN) Ir r 13 to I1r tr r it r 7 1/2 S 1n Ir 4 I/r 1 MPI Ir 4' Ir or or Is wr 1r a T/r 9 t/a' a 1/r Tr a 1/r a (TOP) Ir r or I or or 0 1/1 or 9 //a t0 0 ) In ,r a 1/r a PvTIW) IY 7 i/rI Tr I or 1Y or I or to, I fl' I r Ir a 1/1- 2 ) ,r 7• or I TV tr A I/9 ,r 9 WE 10 in 7 in A• 6 1/2' 3 Mn Ir 1 1/2' Ir I is, Ir lr tr Id" II' W ,r 6 I/r 3 (POP) - - 1a 1/2 1! / { 1/•• { 1/4 4 1n• 4 1/4" - - { 1/+• { 1/4' faanOM) - - 13 I/vl 12 1/s it 1 • a 1 4 is 1 121 - - 6 i/4. 6 1/4' 7- r W a 1/2• r 3 Ile r 4• 4 I/r 3' 6 1/2"J' 4 (TOP) 7 ilr r r 6• r •' r 4' 4 In' 3 t/r 6 1/2' r 4 ) r r r• r 1 7 I/A' r r r r a I/r 1 in' em"m ,r r lr Ir lr e f or s yr Ict liE 7 I/r Ir r Ir 4 lIr is, Ir Ir to' Ir tr It' r I]• • 1n• e Ir r Ir Ir Ir / I/r Ir a I ' O , 7 t/r Ir a Nn• pttmaM) Ir 9 I/r or 13• Ir Ir ,r Ir IT' r I3' a In• S OalnoM) Ir r Ir to ,/9 or r is- 1. 1 1/2' 1 t/a• ,r 4 , (TOP) tr r Ir IF 7r ,s• • 1/r f 1 T 6 In• 1Y s tn• (IO•) al<•6,4.41 4t/4• at4••14•• Wff.-) 614•rl4•ii 1611• - 6,4'•, ••• ,M OW 11 tNA Nt' ' 1t79 6 WMM I= WP UAMS INTO 11000 PINK *ROM • IMMRM ANNIOR WOO = AND iS"W WOOL USN U ALL "NNW ON 11I11 11010" FOR EO. LM n,AN mma an so=" NONCE APO" wPOSH NT "IIPLI{s woMOws %am ON SOCIAL N II[ NaMIMIS 0OI06L FOR ta{ OPOMON TO ea POORIL RE3tOm 310 . rON OaM 4 ae FAVOI, OVAL MW N LTHAN MMN WMIMR WOMB TOR DAM MOOR TIR MIN■ IYPC ,MMw Oro 7A� 6MC�I6N Olu-w wmu now 3Pwx 3 i 3 3 1 IN 3 to McNAMUW TIN 3 a ,/L' r a six P own= W am a a 1/3• a In' a /n 3 I/r + ACRML a■IOL I voroan — - r If0 —.FAO �_ ,•e _. _. Ida 1de •• SPACINGS ONLY HALL IRQI Sw,CER a usm SEE T 1 FOR ADS MAX. A.S.D. "ON LOk MALL PNEL WHENSPACER N D.M..©... o«o is &ft A A f 0 D/i0N LARD PANEL umm 40 low 0R LESS a-61 > 40 PSF 70 50 PSF W-21 > 50 PW W 60 PSF W-10• A MAX. PANEL LFNIFM ARE VALID FOR ]INSTALLATIONS W/ SOUD SET ANCHORS k W//" SPACER AT 12 1/2• D.C. R-fA/13, 11-2A/13, R-Sq/(4, R-u/11. R-!R/13. R-!R/1t, 3• wx' R-1Aw/M 0-2Aw/16. R-3AW/16. R-19N/15• R-2RM1/1q R-3161/16. ,• 11"I O O O O O �;� zl� <Y-Bost•sa GalswQ(ff "m ►AMtI LAC1H I I i WTI•most T- -) I 1 wPla 9nWMRWAAR PANEL!w/ OYIIMM 41EI Pw10PNp-4.0tnWt,BOLD ------------------ Y-a • • +boa -MY sA - _`__. co~ Mo PANEL UpsN M'OX77 UK 1'-4' IM. PMIQ LENGTH, r- . 1 At W tAIAONOS as. aoLTs w AT I . ll t 1 V � . I ;_j_. _ __4 ._.r-__i-._-- 1101�JM:..,L_._..—.f _i---f- --- ! �t'I I ' � :ftI SA '- f ail van eorlor caw+Ols ' O I CIA- A . we10 Will AT - i�EXTERIOR IIM4' MIT A7 I�, LEFT PANEL — Ilw PAPS., r Ii3) t eAfALLATONS ONLY VALIDFOR MRC I I• MIN. R-1A/13, R-2A/13. R-3A/14, R-1B/13. R-�/tS. R-S6/t4, r MN.( SPEED UP TO 170 m.P.N. I R-TAW/16. R-2Aw/1a R-31Aw/1s. R-Tsw/1i1, R-2aw/ts. R-JRw/is ON 11RE1S IA 14, Is W11) LIFE SAFETY STORM PANEL - ELEVATION "Amor SCALE 1/4' 1' Kum / 9101111 PANEL hK �_-+ w+M AAA. I 0C 4 '•ti f9 " ls"i PANEL * :>♦ FLORIDA SULDING COOS Non Mah Veloofffty Nu rA Zone EXUPAORFSS OW. RIOA OWNImam24 am camuED STEEL STORY PA(I[L Nlea � M SECTION A -A G - TIL ETCO PROTECTION PRODUCTS. UY-1 07 �� L � � � 4fb 1Le. 6t SLOT se" 1/4'-1' 't/I �"�"'� r.".., a.I Am -_ . w.. v slate te4)tar'16a nIu eM.leb-fw+ 20-173 ��PANEL 1. INSTALLATION ARE DNLY VAW fOR A.S.D. DESIGN PRESSURE RATNDS (P.a. AND PANEL UENOMS As PER ELEVMTgN ON SWEET IL L FOR NEW WOOD nWX CONSTRUCTION: WOOD MEMBERS TO BE SOUTiM PINE No 2. W/ SPECFIC OENSrrf OF 0,56 OR ECLML, TAPCON 2•.4• NO R s r O-C. KATE 7:iit;li!',iJ.15iE: ti��,��yai/J.1`i•i ti I1 , (VAUO ONLY FOR PAWL01 NSfALLATIONS AS PER SECTIONS 1 THRU 6. ON SIff M 4 k 3) MAIL A.S.D. PI (P•4f.) MAXIMUM ANCHORS 'WAM FOR MIN E.O. PER 1100111314111 lldM 41 0%k"ANA LEMm Low MAN. A.S.D. ontmi 1[ (p►1J WONNN ANCH M6 SAACW MR MN EA PER aCILD1AE AAM AIPIrANL II PANEL 1dOM TAP001f BOLA-wir DMNO-N/a,N GWt-M A 1. TMCON S017D••SIT PONUMTE moota-mm CNR-N a �11, TRW1 1.6 10 b adLm 11QN b b >4aa. -{s «7s1° >e Ir i] t I., 1 , lr L ,r IV 1 _ 6._B. l�■ W-76 .Ito-+u4 or r tr 0 ,or B I Ir { 1 7 , a t ,r a , tIr W_r OR 1N Ir or tr ,r 1r 1r Is'tr I mom) Ir a 7/2• ,r Ir tr r tr r ,r 71n• ,r r II 1r I1• tr ,r 1r Ir Ts• ,r Ir it (90P) Ir rtr oI 1r a n• 13' • 1 7 In 6 Ir ,t• 1r 1r I Ir ,r or Ir tr Ir a (B mml or r ,r Ir ,r a 1/2• Ir s 1/1• ,o I 7 ,/r is, It 1n' a QgnOM) Ir ll' 1r Ir Ir Ir or tr or tY ,r f0• Ir Y Is• Ir IY 9 , Ir • ,n' to I22 7 to tr r 6 (fop) 1 1 ,: 1/2 s t/.• 6 , a• Y , Is I/ - - e 1/4' f , ee mango - - a ,n ,a ,/a a ,/i• e , Y a ,n a va• - - a 1/3• a I/V s (BOTTOM) r 6• r r 6• r r s, a r eT W 4 1/r r_ r r o 1/1' r 3 1/Y' r .• ♦ ,/a• r 6 ,/r a t/r • (mn a• - a' - 4' - r_.:.__ B' r - - e• - (gTfOM) r - e 11 - r - r - •"r a 1 - 7' - (4011OM) Ir 1t• 13• fi' -Ir 17• 13' ,r 17� 17• 13' Ir 6 (TOP) Ir 6 1/2, Ir Ir ;r r ,r ,r 7 13' r 13• ;r „• t3• Tr ,Y t3• Ir ,Y U• ,:• 1)' lr ) 1r Y 1T ,r ,r a ,/1• Ir 9 IN o 1 7 yr Ir r apy" „• Ir p• t3' ,J' or IT ,r ,r- ,r 10• (Ivry q' r Ir 0 1 or 6 t IS 6 , 7 ln' a tn' Ir • In' LTOh _ _ 6, P 61p' e, <• • Ile - - - - a, <• •T <• a ») - - 6,/C a / 4. 6, 4' • 1 4. 6, <• a t <• - - a, 4• •, •• a ({OTL-) +r r ,/B ,r ,r ,r 1r ,r +r Ir r Ir 1/B W-C TO r'-0' ,r r ,r o , 1 , 1 , 7 , a 7? ,r • 1 , (•P) _•. 10 r-e• 13, 7 1/s• ,r Ir ,r ,o , ,r Ito I/: t 1 r Ir T , or a 1/r Ir tr ,r 1• or r +r 7 lIr jr- r I (am" 7 t/r ,r 13' Ir lo" Is' or W a' 13' a tn• 9 (TOP) Ir 1• Ir 10 , 13' 9 1/1• Ir 6 l/r 7 l/r 1 1n' IV 4 IN (LOP) 1 I IS Tr Ir to III Ir to to I , a• tr 7• a (W W) or r Ir Ir IV a 1 Ir { In' 0 112' I/2' Ir 1 1/r 2 (e01W 7 In' 13• Ir Ir 10 T/ ,s• 10 1/1 ,1 fn a• Ir 7• a or r or tr or 9 1 Ir 9 1/2• D 1/3 7 , Ir a• 3 Y 1 1a 1 { 1/4' 6 W a t/ 6 t 4• - - t 4' a 1/< 3 ) - - a In 42 , e 1/4• a t/4' a t a 1/4• - - 6 1/4• 6 1 4 ] 1 r r 7 1 •' r 4 1/1• i' 3 1/2• Y S' • Rt» Y r r e l T 3 1/r r <• 4 /n' J. a 1/s• a t (taP) E", a• r ls0ta,) r 61 r r a tIr fIr Ir Ir tr l0 1/a Is- 101/2 1 , r tr T a (LOP) ,r a 1/2' Ir tr Ir r lY r /r 7 1.t,a77 ,/r u' ,r 13• ,0 , ,r o In I In rI] r 6 (soTTw) Ir r ,r 13• or { 1/2' Ir 9 1/r IO In' 7 I/1• ,r r a (BORON)7 ,/r 1r Ir tr 10 1/s tY 101/2 , 1 r Is. 7• t (T0ry IY s' ,Y Ir a 1n• IY • 1 7 tn• ! ,n' 1Y < +n' OOP) B 1/P 6, •• f, 1' { 1 < - - - 6 T e e 1/4' 6 - - e , a• 6 t/I' r, P { 1 a• - - a, 4. 41 ♦ e OR BHT I I MR MO RIS "M 6 wsOM POI db%VAA la On 900/ PMAS O LOM • INMrA1 MOOR VANii moo 1eMAA1 mot osa10E AN owumam as I" 001ARL $0 LP LM t16M Orl an am somu RON AM" 1l m BY IMLINL1fa BMOW WMN11 ON NORR AE N M FOUAWW ROM /OIL llb OPONM TO BE POeaGLL I== VO M a1MED wm ►IOIOR SMALL Nor t Lai low IMIMM /DOOM TOOTH) POI I CA mamall Im ON M sOONAL mom I" _-�1 Tmo9M tN� ■.•w 1 P 1 4N �tpY ou" IIfMM /MOOT 2nlaa 3 3 3 a 2 In• a 1/2 6111tMI6Me„N 0y 3 3 ,/r Jr 3 3 lIr 3 eMrANaltr.l amI 6, a a ,n• 3 l/r s +n a t/r 2Lr — - Id0 - — - -_ _ — it an 0.111 - W ••SPACHN ONLY WLO WHEN IS USED. SEE 1 FOR MAX AM &IMP OEM LOAM a MAIL PANEL WHEN SPACER N t/4'i TAPC ANCI10R • -) l/4.0 TAPE ANCHOR 6 Im"L t A A.S.O. Dow LOW �NRAM 40 PSF OR LESS r-6• > 40 PW TO 30 PW 6•-2- > 50 PSF 70 60 PSF W-10• A MAX. PANEL UMM5 ARE 00a VAUD FOR NSTALIA710N5 W/ SOUO SET ANCHORS k W/ Qq SPACER AT 12 1/2. O.C. •T1 yr, y y% kam."1011,11 t� � �mi ' ' ... 1 R a oAAAP� ...... ,... .:_,++:�:� yye* .f: �_ •. AT G alOiiil 'j i �' ,• yN, 1 PANEL lDIOIH cm Imm" oN ON BIEFT I2) -Y 11 1 1 •I1RL LENOTN (4[E ILE1Mt4N W SEE7 12) 1 I � --7 _...f --- t I To GLASS, 1 I I �• LD.'Ile• I 1 .10� ` Ed.• 11 1 Y t�� t7 1 L. • _,))/ANOMyORNt� r i w aC. as IMORM GLI ptANPCtm I�`019CRETE NOCI(o alm. CONORM OR m olcm is a /e FOR ##OWN A MIM vm TOE a 2MON0 MR OWAUJMM INTO NPOMI IsMNtW lll`IMNIpI moo Wm" t *#A MOOS WNM 0.) 3 •/e1MNrer m.w PtJ �Owy ,Oa~--tN3 0y 3 WK OWIANK ARE 01010M M YM aolm,AL tM EA. LM INN 04"Tm ON 2014P141 MMM ANOINT OVAMN 3 9MIL go III■soIRINM W NULIeLYea WOOD OWN ON 2l>EOIAE BY W ro40A M FICIVIS FOR TM OFOLV M A n Palo" AmRBD wom oromm IESO n1010R sou MIT? m Ins MAN _ am __- • ,/t• _._.__. IMAM sACM owam FM EAnt ANC"m "m ON "ts 6olmtLL r.- 1 - i i INSTALLATION DETAILS INTO WOOD FOR LIFE SAEM EANEL STRUCTURES 1 '�. 1 4Y TA►t0N 1 0 9' ac. , t I ' � i 4"61MCON 9 V 0.c. 1 / yr i Urn. ? ! I e 1 A 1 '-1� a• GLAtffi BB M'--:, i--•... At f�-_. w�iA-at(M,,F" -- --'-e. rAl m LLE l M =----" • WAN. /r _, ,._. LINOTrI (M�M�R nEIwT1aN ON SWEET Is) 1' Mn. 9 to VIA", `O AMIION.�_ 9LA3S. e• -1 INKED �- 1 EJ1�' ( •4VL'tle P 1 J PLATE PGA; •EWE '\ I _� 11 ! 1 4'f PAfM.W1L RLle NEQ16RE0 - �-' 1 !! I 1/•'P PANONAt11nRU5 • a ' ae. AL aLAT SCALE 3/11p, ft : nAWA BUILDING CODE Nan NI h WWw NMrrtoona zone ..�1f44167 �Yf�MI * • * temaa t11m0, Pc. 7J. 1. NSTA"TION ARE ONLY VALID FOR MAX. A.S.O.SO q STAiE OF 9 21 GMff OALYANQiD fTEEL SMOKY PANEL tARM eA O/ DESIGN PRESSURE RATINGS (P-e.}) AND PANEL "(OR � ILE C O CLOUL iuc. PROTECT" PRODUCTS, � lmm e� LENGMS AS PER ELEVATION oN $HEFT 1L 2. FOR NEW WOOD FRAME CONSIRUMON: WOOD � "—'` TONAL i� / y-1 +zr� 6 M00MA� a i 20-173 MEMBERS TO BE SOUTIERN PINE No 2. W/ SPECIFIC //Np/watlV / IN-• ti, Howe 0,4)■P-n m. I.owfe••a9e/ DE1BnY OF OMOR EGWI. Ch-~A, MO M N. Pc w9Jaa1MIMIr/aw P3', a1GLf» or H N CA (a N U N 0O O Q C Cc •0 11 (D 0 O ZD c 3- a 3 n3 p > .cn ( --ca 7,A P 44 m r• 'n� W Q u c— o a 7 � m t\1 X • � L.L. a h to 0 tV L OTo •a ry � y m > m c a io a/ a � c o y � T 0 u cn I.., W CIO CL CL U c O ■ V''w/^ J cu T � a Z ■BBR�� Z Q J a. SHEET NO. SH 1A I rZI/16, EZIW/18 MCHM (W stc. at a ALID....", al., ON jew =7 I)(= NOTE 8) nt9 LJNrnE 2) (ENO PANEL) SEE NOTES 2. 3. 4 Ar iWTiR6R'P;NE6 INTERIOR _l_L-LJ. �..i. AT 2 PEI� PAM _.L_ ._l_l-. l- l.11. .-��1��_ 'ANEL) or (INTERIOR PANEL) (EWD PINE() I VAX SEE NOTES 2. 3, 4 U>161H Ai 4 4/- AGA p.0, 0 EA APft&AM s OF FTI 7 NOTE - 31 Mee 4 3 Me, AMC$4M (M ILECTION IEZI A, ALTCRNATK [?IW ON SKIT ENGINEERING SECTION A -A SCALE: 3/32'-1' Allto�57TRZ�.,- PRODUCT EVALUATION RieroRT SOPUffAw 1$. 2020 = fir. 2IYDB-3B1G5. 4I - R2 Pro" Monuhicturer: AN Arreeician Shufts NW Ghups Maw1MANerAAdns' ISO Dorms Road West foalffi Beach, FL 33400 PmducgNwm&DamMpgm- Line mmail Impact Raporebrit Scope of Ewuaftn: The Product Evidistion Re port INS11off; be W Wartor with bw"qukenwft of1he FW" ftnWM,� 49=o Doper"Irwift of SuNrAn (Florida Buidiro Connotes") Ruk Chapter 010=,005. FAC.. for $WsWWO woopknoo par Ustod I(I The product noted above has been MdW NWW mokOod a sumprobood herein to show coffOlMM with the 1`10" &Mft Codis Severeph Edition a" and is, tor the purpose Inponded, at Ing equivalent Is NO required by Ow Code Ripoisladpapplort of Oft product OW be required folowing parrippont FWAs OWUM Code mdk*om of rqvwb". submnafting Dam. EXibinvith 01"L166108 Y6W Gailiforind SIW S%wm Pansis (HVW III Nort-hIVHI Omb 1-6. by Erepriestrini; Express. Wilived 4, seated by Frank Bentrenda. P.E. Is an IAWN pad of this &okwlw Report . 7= REPOM Unificern dmbc strud" pork"nonce has been tasted In aR001danCe with TAB 202 Miss standards per test roW(s) WASe-17-001 by OWdwsw Testing, Inc, LaW YnWhk Imped rosistanclat fand Dick kadnip pallormance hos been WOod In accordanclo, With TAB 201 wW TAB 203 test standards par past report(Is) #BT-AWI 7-0111 by Bhdmdw TWft. Inc. ftudwW onginpiparil calcuiatione to" been prepared whbh ovsksift the product bow on ownpoupplive poldtor rallorsif aftelink to quo* go Ophotift design odleft: 1. Minfirl AlbwOk Oppon 2, Wforrunn Alowabio Spotap 3. minimum Gives esponsion 4. Anchor Specinif 140 SW 12" AVENUE SUITE $06, DEERFIELD BIACW, FLORIDA 334*2 (954) 354-06601 (066) 396-9999 TIAMBlEmatwillfRINGEXPRISS.Com eacupilivaluGgYPRISS.Com LAST PANELCD TO K INSTALLED AT EACH OPENING SHALL ALWAYS BE PRIM FACIWATE INSTALLATION IF INTENDED 10 Kw0rxiI STRUCTURE. I NOTES ; 0). ZE 20= E-Z HANG STORM PANEL SYSTEIV CohW ,,C%:W I. - Cont. TRACKS TOP AT BOTTOM. (2). END PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (ID SMALL BE PROVIDED AT TOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONl OF 1/4-0-204/4- M.S. W1 7/115'90/37* WIND NUT OR I APPE LOCATION Mi.. TMUMOSMW INTO T 0 BOTTOM TRACK 14 FASTENERS MAY K AT EITHER OF TWO EXTERIOR FLAT FIANCES OF END PANEL (4). JIM CM THAT END PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TOO PANELS SMALL K CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONWCrOON OF Il PANELS To 90rrom TRACK MAY OCCUR AT ANY PAWL Lowm t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h. I tENGINEERING Page 2of2 All American Shuuvm and Glass - 24gs Galvanize!) Sted Storm Pands No 33% increase in olmvMb strops has been used In the design of III product. It ii-aftIrveng"ni; IS not required for Wabbftw opublide *[WNW zone 4 end swmWbcftas. Impact Resistance: Large, Impact Resistance has been domenWAod se wAdonved in previousill, Isted NM roport(s). OW Is accountaii for In the onghletering deep of ft product. WWII Load ft0sance This product has been designed to caster *W bads as hidicated in the span schodukil on the Irseppoltnt Pro" Evaluation Docurreard Ox. onginestring drinving). Insaft0on This We" she! be Installed In SW complippites, Will ft respocIpte ft" Evaluation DoCiarstrill (is onifinsering driviving), a" with at components noted #wW. Product componempe 9W beat the nWwW specified In that; Document (I.*- orainesettv driparing). UmftMns III Condfflon of Use. Us@ of the ~ shag be in OW eeaordelw wO the roppoolve product Evolustfiffn Docurnment O.e ong1roefring "*4) as noted hopref All suppoiling host structuras MM be designed to road of suparrimposted W46 and MIAMI be of a PWAMW klad In this produars respselve Anchor achoduls. Host structure awKM" which we not pectounted for in this product's teepee*@ anchor schoduls shish be dooWned for an a ofto-INKtaft book by a registered prof $do" W~ AN alimporfel ~ are pormanor" Instabod shut be protested ag" colmistion, OW*ff**Mon. and COW such damps at &I Offes. This product has been doolood for use Wift and m*Wo fed PW Velocity Hurricane Zone 04VHP. Respectffilly. Frank Bernardo. PE Eumnsupin Eviewl" OPE0046549 I Can Audi. MS 160 SW 12" AVENUE SUITE 106, WINFIELD StACH, FLGKIDA 33442 (954) 354-0660 1 (866) 396-9999 INSTALLATION INTO DETAILS FOR POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK HANG AND WOOD STORM PANEL STRUCTURES v .-EFSTM F-9= AIICHIDR ISPaRtEo 'r of- 1/4lO WON #1441* Wx HEAD TEX eel nm NEK: Ift licm 064• FROM EDGE or ,_ x ,�, It ,4V I* Min. TO Via GLASS ALUMINUM POP POP amtaw I RIVIT 1• 6F fr- �w Ir 0' 111013L LENOTM At M.-M :I- v IS a - --- -- - -- - --I PANEL LDIM il� If TO GLASS. I' 10Mi 11TEPOM 0 I=. FT"IZZ, not --V4"P--r or L-q) 7 'OTWOON ANCHOR 441rOle. t/4*0 TAPM -- ANCHOR a 12 0. r- POURILD ORPINE 21041 wm Weep eowciim DLM RUAN". REMAND SCALE 3/8- 1 ALTFAMTM JI SCALE 3/8-1' FLORIDAnrrrMM BUILDING CODE Mon I Wivatty Nu no Zone) am MIN' 1 I'M. PANEL LENGTH SNAIL BE 2 -6 f o.44 111,30,11, M 14 GAAE "VMRUD STEEL STORM PANEL TO. olreM 1, INSTALLATION ARE ONLY VAUQ MR 'MAX. A.&O. OEWA PRESSURE MT*C +/- 40.0 P.0 1. A PANEL LENGTH. j SUM 1101KC 0 one OINX PROTECTION PRODUCTS. 2. FOR NEW WOOD FIVAIE CONSTRUCTION: WOOD .LORI, .0611 a* 1, stRrT MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC ,fpL .......... . Gen. ft 133" WIZA M-0, *OM 1111011116-ma Fee, 064)M"M 20-17S DENSITY OF "5 OR EGUAL /rN41a N0 ri&L-um ti, I.- r ALL AMERICAN SHUTTERS AND GLASS ,."ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVnHZ) MOUNT main MAY ONATTO TOP MOUNT Wool MT=1.L-x , t9PAN ANATE eoTTDM (CONN TYPI AS R111711) log LOCALYTOY 11 ICgNN TYPE LMu'Apr PEyD) sa,rvom AoUW fmml ,Ag-'UW I "'flL lope AS RvQ-M oosTpjjcrloNl PANELS PANEMY BEN =WCMEOASROWIRD, THAT C Of ONNeCTUM AND a "`RL 2=11 WINGINUTS FAST04ED 6 1 RM AWH W WRO WHICH 19TIffy SPARS SOVIPIRRILDWOMTRUCTION A TABLE) VERTICAL MOUNT ELEVATION (NOTCHED PANELSI - WAS. EUSNALTION IT VARY) MAXIMUM ALLOWABLE DESIGN PRESSURES: AS PLOTS IN DESIGN DESIGN NOTES: L Sal ;AffON URN to ,V,AND ... at I NOI TM I OF MWIN D v M 9 ARV VALUES W LU AS 9 GENERAL NOTES: ;RMWiQcWAAp`PxXL NuNsfin VINT WAMION1543 eeT FeYISM AsinSAILSKIDINTMO wolf h(TOR MIN= of , 0= am 0 nee Mo*6 W"W"TIVIOM limp" OR pappolar"20 IsION "um ONNNIaNUM TESTED Qftl) 011 % teNr 0 , com, A. i-,� �=- 4, A to HISOTEIDOW TO AM 0 OR P =ALL Mi. I ALL c061 A "wg 161. 04kTHAT , 0111TIONAL a TO THU 00CUMS1,17' I Ift-of-Mmet -1 11.01 iiek 230 DOW• am 0,094" Pe 1 13 ll A- P AW Der 21-062- - Do. I- L aw IY9AID* M■ Y-MAL 13OMW MAX. i. JI 0'3 0.11651 C0O0"RWM 0479 S, 0.19P. SP PAPZLLENOTJ I-- f-.0,140 1+ C.W, SO. T_ var .7 3nir TZ215- 4ts t �, ft 110 IT AW 0, =m O.W* M.U�,- TRAM el 0.1'r �4 LI-1 y71 --7. r e%- •-mm-, W.- lip JAMOI bCQfnr 4" MAK millffimmumm MAK. X Q=AW A 42" 165; So .04 0_ 1,0�4 - MA11 14375 sT p �.P DIMNS'..... 1.00D. IAA' 0Viiw "opted ^eNM. MAX MN W I. Z11 BEIYsere Ai. V'Yt{qt 0 TeYlIWMCIaWMOerAE ." K Ft, 1 IT. iigg -Cu a) (D 2 2 It 0 -0 CL b.., 0 a) -.0Z CD a) CU a 0 2 al. -2 a llll 2 C: a .0 U- CD 0 > -0 E -2 0- 0140- CU F- -0 I cs- C= Zmac = 44 q ou ou •ou Cut (A CL r= Na c C), ., �-Vfz� @MINIMUM ALLOWABLE SPAN SCHEDULE kALL FAr4t:Lb) ANCHOR SPACING SCHEDULE: 24 GAUGE PAWILS, PAU!LFAWMItW& L2,5V O.C. 9111"M 1.4 TOPMOUNT S i" BDOEb*tAFACE 111=11 '0 aarr eves AVCM Oil& ALLOWABLE PANEL SPAN & GLASS AMOCO, v* I v I v a r. IM ar I art C1 C1 Co CA' al C2 Cil CA C' C2 Ca 44 ("PI CL CA a cz I C4 t2 C1 'C4-. 01 •j SEPARATION SCHEDULE: BOdPAW"OWW 0' 7r W Zr 2r I W 0" W 27`19rl Iz1r 0 1 31"r 10.1. 1. 1 Tips 24 GAUGE PAN" W 4 2r j 21r G' W Zr 2W I A) 12-11 L 1310' 3r Sw ir lRa-sall LIN II.Irl RIP Sol•44 i!Z'r 12--s' LQT- -%-I- _&L it,$" 140' OX' K4", 32.1" Ill.0- 44- 5.41' I'll' 40" 14-1,41.7^ W TRI-4 I t I 111 MINIMUM STORM PAWWARATION FROM GLASS 3111.. -5 WIND Met 4 a ESWKM fAMITIE4 I 1Z.111 JA* W, 41 iA 1AT* lz-!r IS -ffi." - -1. 41 - I MIT T Fir Sir .11. 1 ur at= 31 ILT. a o"Mok ALLDWASUI MITAILIATIONSLM INSTALLAWN5401FAtER WOOD $4:41W 41 Or, 5 Iz I "'MA �SPANIImMI ]FIF1111 T 0, wo, 2150 wall IN' 0 71 A!P' 44VI Ole, IlL!". 1110 1e p; Ii.s. cu 3r \0900C PftUSLEQRj flA01 > 42 11911 U F, All IT 9 ALP t4I 40" A&& Mr, Ell lzr 161W a .Mm� All Ll Vim291 IL 2.31, isle, 0 -T 130.0 44 6 , 96M 246 1" ALtAn"', "a." IN ow 4191011400, UPWOMON mom w4".4L, It M or" 2.1 24,13 as 'TW ITT ---Aj?km -III In 10 W. J24. a Ml Om- 00"'ZI 1"Lal .1T,, �All 110"11111-1 41 co" AW /-SS W-6-6. Aaol1l&�� 4.1 -J-W 44 .145. WMNQ (M QrAk VI, 11111POS � POlW4W �IQN SlKleel IN ThM DRAeILVA .471 .4r 5, MNMS %kv VAN W Nlftt� MV& Qft LIT OF TV DenDlIA& 10P M 00"014 CL~ft l Ilr* "Per 131 - z , I no 1. Cn Q9 "J~ 1 1 1 3il 11" M W, 2711m 11 231 In -=c -1297, 11 M: I a M�Olw •MT.— 11 ;v-- 4-11 1 4M &2r, < .,,:77,nz 48 6-W II.:;.L. ANCHOR NOTIES: DA,,,,= Yf= WALL M5lJN?MX7ft �Z 5"LN,.lovr=P" 0 . I, 2Z M. No Rgova • U! ANCHOR SWA3 s, INDZWED Aft 0 gin Im AAMD 'W" SPAN SCHEDULE NOTES: 1'811% .21A.01SI'VILLAPPLY 1. ENTER SPON SOMMOULES WITH NEGATIVE LAST it 11 S317111 1 /Iftr tlllwxdj AA OeSlIGN LOW it PAX% PASTbW SPACING TO 1 48 Al. 645110004 PAt*IfASTMERWOIMMB, THE EXTM7=STRU 0M "r ROAD OR SATER THAN OR r$6APL TPO Dr, DETERMINE RMIWM ALLOWABLE STORM PAM 6 vi, -0, SPAN. SCM1DU1U1 ADJAGEm .1. TWO OR EQUALTO 54 .5 A:ff= DMWN low) 15 ACCEPTABLE PON USE *ITN IL =2T-TT loollillln_CLY JUN OONDITION t$FF MOUNTING 01 ON 1W 1-00 T,ev- Is U.N. 41a. r.0 Ira- la.011 14NI'lr 25: CON POSITIVE LOADS LESS THAN OR OQUAL TO NEGATIVE DESIGN LOADS. UW TAPQDAI 1 'PAWL PMENEW ARE STUDS USED TI4 00041.114CTION WITH ALL MOUNT11K EXTRUSIONS 0 AOX glW, iff W, Lai'- SO&' _4 6-IV 4.3" v0"I'll 5 W 01. -W L *94LZS'OIC PANEL FA5MNER-S^C[Ak; TABLE VAUNTS MR w�r�=MNOUI .4. -P-- AND -U LIS' ll 4.1" 4K EMS N=NQ1A.U=1.(=W. v I'LL r M 2. *PAM FASTENEW Alta STUDS USED IN COfthWnDN WITH ALL MOUNTING EKTRUSNM IP ('P-TRACK, StUDDED ANGILL II USE 625' 2W EM W O.C.PA PASMEKSPACINr.TAKIYOUASMR 1j4. �1� R ICU f _4 ALL W-AND'Lr•HE4DEMilKLMtNGNWLDOUY 1 20.0'. co"orrion). 11r il"I-41,11gF7 MINIMUM SMIMOMENT AND EDGE MVr AND orleR WALL I UNEM INTIRPOLAY]ION BETWEEN LOADS 15 44 11,5.: l`-r ISINAS WALL PINISHES 1114ALL ME W" vp 6z 11v �F -ev 12A,• lex, I It Ili M70 #11 " 4.2 0 log,; AMOTABLL OTHERWISE USE NEXT HIGHER LAM. 12,1rJ160- 7.Tj GLJ-, IfL%" 24 4" 'J" Awrl Is V S4 P c2!4 WWA191-YTRANSPERLOADS •To kZr F-L 4.1 4.1- &Ir Got H =6REEtMOSDOM TO UN,0L4CEEJD CONCRETE ONLY. 0 40 NHEEWilli ■ BBIi Cl) GLASS SEPARATION NOTES: 105-11 T ZiRlIll T=U=I . ATIp*OOD="M= r=' 143-05,10 CIO IK 'PSM 2, To PLYWOOD 15 LACC&TAMLE ONUr M 0104301001 AU.MAM SIMAMATIO" PRO" THE OPM ;TooepRoyecTID. X601" MOL.0 st 51 10. a Vol, n-as ONLY CtNTEROFMNtZ 4"(W1,L)"OODEFTUD AWWT 2. SCHEOULIIISUQUIKWFWuwwff"msmve low PRAIMING). UOK BE Vou If. M!= % FTRIA WOW 41 INTERPOLATION UTWM LOADS IS ACCWAKE OTHERWISE USE MOT "LL T'S W M� MNS FOR WOOD WAD SHALL HAVE MLLIPS I -AN HOD OkwIW MAD, ML Af j4f%4j IA jarFOR INSTALLATIONS OUMOIE OF THE N%HZ AND OUTSIDE OF ESSENTIAL tt REMOVANUFANCKMARE. rj�JMPANWkWeM,ALL-PQvfT3 5:21.13"IYAL Sum WE04WO 14 12- SMALL HAI Mill n"GL-MEW Or -moons INMTft Ase FACILITIES 1114 ISM WIND ZDNM I THROUGH J. THE GLASS SEPARATION "I OR LIJ SCHEDULE IS NOT RRWPAP AND NO MINIMUM SOAAATION FROM THE ANCHOR V= W49F A PAN HIMIO TRIUSS HEAD WKIIAOTOOMili 'V.0,0. I*tmmm IS 04 W '14t PAQTK -31543 0. 20 VXT 20,31543 14,1 9WO& 1"2:C=MTVJ1CWOSS r 06TES ANCH ONE WAR PA NOT AMPTABLE USIRS, 0 ViRtcl Mouir"Na porivirTuDIO� ME PMTAL ib "M INTEK oi.Arrim is Nor Psatarroo me use wm THE A"alf s,,MKeiLea Liven *N THIS StEET. Fal z EGRESS PANEL DETAIL ? Kim? LINEAR z OFTMALINTERIOR FASTENING DETAIL FASTENING -v tiNywop molm you lam < SHEET NO. SH 1.5