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HomeMy WebLinkAbout3688 Garden Wall WayAB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF orAF.F. Above Finished Floor AHU or A.H.U. Air Handier 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 BIT. 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 CONN or CONN. 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 Cementitious 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 OV or D.V. Dryer Vent OVP 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. Fir, Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir 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 KWALL or KM/all Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. 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 MIN 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 Pkt. Pocket (Door) Pl. or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. 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 Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD 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 SO 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 or Thik'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 WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO 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 Proofing) WS Water Softener WAIF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE REV. 06.23.22 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE E]E] LIE] E-] El Ll E-1 I = 1M= INI INI Am 11,994 1525 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N c N av o C O m w ? W O ii pa, n O -o CO x N (O O Q O N d �. e- e C C-1 Cr)" •w u 0 N c .o P N rrr���Z ��`��111111 ~ �' • �NSE• '•r ,. �j , OQ: �: L r�AROFE SS1O� r To the best of the Engineer's knowledge, Inforrnatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E m8. �6 0)v co y0 '421ti •i m a w a�LLU' WLL a V 2 fl. Y 9 C � ��gm W op O1 wo C*4 ILaW N CJ Z W ❑❑ z � 8 z g J a Ln z N -1 'U O W 8 N W N E I z 2 U c • f0 a �° t o C-') �� E ty N zo ao �iY z4 E • a0 Z � E N� L a0�Z ap �O W�W T ro C m Z J t?ro �N W � o EE Qo �k MJ C'1 C 0 O 0 i OO, J L CU Ln C)C) = a.. (D m 3.- N N LO N -t7 O Ln ,� N CIO N Lo r 00 CD (D r 41 Ch N c LO r o Z Z E 0 o ,o M a 0 a Q JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. C S M -5r 0 9 i 60 4 ih 4 KITCHEN 1� O. BATH N VARIES, 2" LESS THAN CABINETS BELOW KITCHEN MIRROR t�,, 1,t O ■ t TU&SHOWER FINISH PER FLOOR PLAN Il_ 71 E iiF 1 1 9 9 co 111 i ii r` LA M BATHROOM 2 INTERIOR DETAILS VENEER KEY PLAN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR / SHWR. SHWR. CURTAIN HEAD VARIES ROD 0 24" TOWEL BAR TOWEL BAR w ON WALL ABOVE TUB OR SHM Ll TOILET TOWEL BAR -8�- ON BATHROOM WALL MEDICINE ?? SHWR. � CABINET 0o � - VALVES* TOILET '4 SOAP PAPER ° DISH r HOLDER Cr t? a TUB 9 a I DOUBLE RODS Ll In, I III 12" SINGLE ROD KITCHEN POWDER BATH 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT C 1'4"XV-4" "L" SHAPE CMU COLUMN - Y 11111141 ------------- ■!■ �- ■ ■ I LANAI 1 4 I 1 -8'-8" FLAT CLG. A.F.F. G.T. FACPAD 4 tD iio 12'-0" 13'-0" I 10'-0" v I I I O 1 HB O 1 6068 1 35 SH I i ' -I NOOK DINING -- 8'-8" GLG. 8'-8" FLAT CLG. 4 TILE I CARPET o0 e - - - 13'-2" I 1 O ----------- 'n F---i O O I D.W. i .... -- 2008 m ■ ' I- L' FAMILY ;0 t SINK IL -� j - i 8'-8" FLAT CLG. , wt DiS - J - - - - CARPET c N I - KITCHEN -- 1 S6 CV .. ( FLAT LG ( 8 8 F f '- TYP. @ S6 ILE `t T o l I 2 STORY ■ to { _. - - - -- I - - TYP. @ 2 STORY a I U? 3} N4- -SPF STUD I_ 'g-SPIHTT 6 I" XO ND R G1 RL1 S �J 11 210"10 T-11 N ALT I I AC PAD - _ _ - I -'- - -1 - 42" HIGH 1/2 ■ I Il ll WALL W/ 1x CAP Tim b L-----J o T-2" T-4 1 4'-8" T-1" 4'-1" �`� - LO PLUMBING LINE - .to 4" I I �Q �J N TO SECOND I_ 4 FLOOR ■ II D. ■ 60 TP _ 8'-8" FLAT CL r -r_-- -' - A 1 28 ¢FI I'I I _- 1�6. I 1101 0'1 _ I I I I I I I I I I I I I I I p Cl) = D I I I I I OPEN iv '- -__ 1_ I I I I I I 53 TO ABV. 3 2x4 #2 SPF '- I I I I I 1 t- O ! 2868 115 14 113 112 11 I 1 171 16 15 14 13 12 I 1 STUDS W/ USP i EDGE OF SLAB 28-1. - _ HTT16 @ BASE 2" BEYOND68 WALL - S W Cr ~ C S4 H2 C I j 8'-8 FLAT CLG. T� LE r S3 O p H 6' 4" 3'-10" 6'-2" 2'-8" -11" I U - BUILDER TO PROVIDE OD LU 0 APPLIANCE PROTECTION NOTE: FINISHED WALLS t ■ ■ 00 WHEN REQUIRED PER FBC TO BE FLUSH. FIELD VERIFY. ZO Z _ 54" x: Z" 7I Q 1 ( _ I ATTIC r? Q t1 --ACCESS ---J EN RY; `O H 8' 8" FLAT CLGAFF Y cv w 1 > W N ■ tG rn - G.T. - S3 ---- 2.4„ -----------GARA_GE---- - TYP. @ 8'-8" FLAT CLG. A.F.F. SINGLE I I STORY I I ` 1 K I 1 S4 I HB - I TYP. @ j - - 1 GARAGE 1 Q 1 I M ------------------------ ■----------160700VERHE-----__ - ■ ---- - ■ O y 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 18 4 X 50 S.H. 15 20X63 18X62} S.H. 16 20X72 18JX71J S.H. 11­12 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 1H4 27JX501 26x50 S.H. 1H5 27X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 254 S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 501 52 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 � X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SIN SHEET 0 SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL 10,11 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. 16'-0" 111-10" 4'4- LOCATION R-VALUE / TYPE 19'-8" 64" EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 25'-0" EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) Ir BRACKET 36" H BASE FINISHED CABINETS O COUNTERTOP 30"HBASE s ?� G.C. TO COORDINATE PLUMBING TO AVOID CABINETS 4 so °° CONFLICT WITH STRUCTURAL WD. COL. LL 'N r rh v 4 P a0 V-2 2x FRAMING p l ? 1/2" GYP BOARD BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS FIRST FLOOR PLAN - B SCALE: Y4'=1'-0" SCALE: 1/4" = V-0" ers CV Nc M � z QI ? W mLLA 'O LL" m ev _ cc o N y C f0 �r�,� io d ar a • u m a.ua w c E o a u `o M11I I111 H//qm,�� \� N�. - U f' S F LO fJ,��iif� ,. R O FE S S t � ���Nllllltttl'�1\\\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N p OE N 8 (a N $ C W $ Ci IV LL J Li ' U. w 13 LL o- 4 $G_ o W W O' m Z Co 0 N 'z a Z r o c6 N W (D z z z �M N C1 1- � w V) U _ 8 o� U f f 2 Q Y er • N iil S J LL � E u <g 0� H E � 50 no & zCL o ra 0g= ids W :C � N C ^ � JT.LL 3i UY mo 2 Y 2 z J� O 0 8 o W r if Z 2A �F_ coo � 0I~¢ 2 6 $ U 2 _ >LCi a� m L0 O .--. CD � a. V) m N 1 Z C LO O ca (D N N . 00 O 00 N 1 L T CD U T E C Lire M N z W 0 y T co a E 0 _J v a3 a o c JOB NO : 22-12354 SCALE : AS NOTED SHEET NO. 1.1 AIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" B (16) RISERS AT 7 -9116" ( `_ 10" TREADS w/ 3/4" NOSING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. i 6< i 5 �4 ro i12 42" KNEE WALL WITH 1x8 CAP & CASING 1'10 F 36" H. CONT. B �� i8 o GRASPABLE i UNDERGE RAILING 7 STAIRS 60 6 1x TREAD 1x8 CAP & TYP. � 5 CASING ,4 1x RISERS (3) 2x12 (TYP.) 3 STRINGERS 2 iv 2x FRAMED 2x FRAMED WALL WALL 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. SIN T SIN CONT. HANDRAIL 42" KNEE WALL RETURN TO - WITH 1x8 CAP & CASING V1/A L L D E T�Al L E _!6__ DPLYWOOD ... - DECKING TYP. STAIR SECTION SCALE: 1/4" = V-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosing*: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: 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 lees than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 Inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, Including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH L MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ EN[ LANDING FOI STRINGERS' CONNECT TC FLOOR SYSTEM 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 :A 1 D2 P. @ CONERS 0 Hl =H1 = rn OCn = SIM. w/ (1) MSTAM36 FLAT STRAP J S6 TYP. 3 SIM. w/ (1) MSTAM36 FLAT STRAP DRYER VENT- THRU ROOF. HANSON BOX @ 36" A.F.F. LAU N 8'-0" FLAT CLG. TILE IN 1 TB 60" X 36" - - SHOWER C- 164" FIBERGLASS SURROUND 3'-4" 111 - 5,_5„ r OWNER'S -_ AFLAT TH 2168 SUITE 8'-0" FLAT CLG. iv 2068 TILE CARPET M BF I - - --- LO- G.T. - - - Co o 4SH 3 D2 R&S _ IF- -F l SIM. w/ (1) r----- MSTAM36 I (� r95 FLAT STRAP WIC In18'-0" FLAT CLG. 2068 �I CARPET 2668 TILE TO 7' o ?ss� CHASEcNv A.F.F. BEDROOM 3 2 4SH ( 8'-0" FLAT CLG. -0" T CLG. OTQ U) m CARPET TILE 2468 I o8 IT -TP i TB BF I 0 `n Q 5'-9" T-0" L T-3" U) H3 2668--- _ "' _ _ G.T. _ w= T WNU ilea V-T' 2'-4" 10'-4" 6 + I -2" 2668 1�70 I I � u- ,� - --- J I D. m 42"HIGH 1/2 - 00 1I I I I( I I I I I I I I I w l � WALL WC/ _m W. I I I I I I I DNI I I I 1 1 I I I I I I I 00 I 116 I ! 14 113 112 111 110 I 9 18 I 16 15 !4 13 12 !1 c� >c 24SH 00 to 22 H 1 ! D2 in I D 1 I T-8" 8'-0" `n I I Ak I 4068 BF I - I BEDROOM 2 t ' 8'-0" FLAT CLG. 'I -am I I CARPET Im I I I I I I 22 I I D1 I I to 4068 BF I I I � I I I------------i I I I 25 SH I 4 EGRESS 22 I D2 B I H1 D1 I I I I I I I I I I I I I I I I I I I I I I I L------- --------------------- -----------i 11 :t 00 60 v ir"UTii RFV 1f1 1 ?f) CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-TEND ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 18}X371 S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20 X 72 18 4 X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 361 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S. H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S. H. 33 54 X 38 IJ 52 J X 37 J S. H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62,J 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 LVL 2.0E Fb=2950 C(2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" (-A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 �E +26.6 / -29.1 QF +26.6 / -33.5 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 SECOND FLOOR PLAN - B R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL GARAGE LANAI ENTRY 1528 S.F. 397 S.F. 60 S.F. 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED M car 0 N tYf IC-5 a d =o m' > W CD = ao U. ij.. N c�0- N 10 O N Z �Xc aI o- y Eo r co CP yam•`° >~ a� � E re o ci Q, \\011���wo wtv J O� N• U �O •'• t;F •. L Off` ; ROFEss\W4 �\ /e //,f"hill if 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 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. LoN CS C ie fA N ao w rllnr�� `F � a u a x- 1 gLLu' -6 - a S2 r4gG � o W (a): I I - ;; =co unW 05 MZ Q� In N 0 U •Z W U pp z a v0 - N Z .9 'U o41 0 W Ln t� c v N � O o it YO qo® g T� o fcv -M z oa 00 Z Z 4" t- <om, C V o Y W Zp*U d) Jy� 4 7 U O E g U =L W �� 5 02 w a `_: ° c � LA J L6 O � B m L0 co ca 0r-- � N 4 L^ i LO ,� M N O IUD0000 N t ` CY) f '^ L / co N o E Q f/1 N = a E U -J Q O JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. 1.2 K�i n a N EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5.911___� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P. T.O.P. -------------- — --- —----------- HGT. EXTERIOR PLASTER ON FRAME .100 Xi00 CJ 4 60 00 t` y 25 SH 25 SH 12 FLASHING 4� FIN. FLR. FIN. FLR. a 4f - T.O.M. T.O.M. CJ / WEEP -_ 35 SH ----------------------------- -- 6068 SGD REAR ELEVATION — B SCALE: 1/4" = V-0" 5'-0" RIDGE VENT -2 F_. a M__ FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HDR. y 9 CJ FLASHING — — FLASHING 12 _ 3� 25 SH 12 --,-.-= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - Q4 CJ / WEEP HDR. A HDR. = TEXTURED 00 00CEMENTITIOUS FINISH ON CMU ^ oo io i'G 25 SH 25 SH FIN. FLR. FIN. FLR.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ----- - N ELEVATION ELEVATION — DETAILS RIGHT ELEVATION — B SCALE: 1/4" = V-0" 10 FIBERGLASS SHINGLE C- INSTALLED AS PER � I �ao MANUFACTURER FIBERGLASS SHINGLE �N I ,, I 6 LJ 4' OFF i21DGE VENT SPECIFICATIONS 12 INSTALLED AS PER , 12 5.9 MANUFACTURER r- 2 2 5.9� - - - 5'-0" RIDGE VENT SPECIFICATIONS DETAIL SCALE:I7=P-0° -- - - - - - - - - - - - - - - - - - DR T.O.P. - EXTERIOR HGT. PLASTER ON FRAME RAISE BANDS EXTERIOR PLASTER OR FOAM PER 4 00 1 H3 SH C J 1 H3 SH CJ ON FRAME COMMUNITY 12 FLASHING SPECS _ Q 4 _ 25 SH-' �e o FIN. FLR. 12 FLASHING 4' OFF RIDGE VENT - -- --= - -- - - - - -- - - - �%------------------- ----------------------------------------------------- - T _ T.O.M. ----------------------------- -------------------------— — — — — — — — — — — — — — — — — ------------------------------ CJ / WEEP CJ / WEEP CJ / WEEP HDR. TEXTURED CEMENTITIOUS L FINISH ON CMU = E-1 a� El El 1-1 ELI 1 H3 SH rp -- --- --- --- --- -- -- -- -- -- - FIN. FLR. 16070 OVERHEAD DOOR 3068 FRONT ELEVATION — B SCALE: 1/4" = V-0" LEFT ELEVATION — B SCALE: 1/4" = V-0" 00 FIN. FLR. ell T.O.M. TEXTURED CEMENTITIOUS FINISH ON CMU 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.xl-1/2" long (3/4"-V 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 8 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 9n N 0 C" w 4= - o W m SE _= LL.1 t-i G2. iz G LL_ fO v N �Q •� 'O N L � � N E ez 3 ;o tv d m .a a', o >cr._ N •O.� c � c �CJ OWN 5 Q.•: O of E S S 1O, NI1111111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F $ Q S N tj d c 0 3�OD o J di Qy� M Q LL' C J U LL W LL o_ ro� 0 Z0 O: 1R,A O Le W pjO. w Z `n M d N OU 0 = cn W 0' z NQ z z a- a z_ LL �4 N Ow c m t./)LJLJ U U Qc C~ J o 0o 2 i o° $$ 02 Z ID � �8 02 % ry C al o zLL Z J al �b 8 o u zk g zl� g 3 c 0 J Uito o cE Lid co 0 3 Cr - o m N LO �.� o -E n L0 ,� N o L 0000 N Lo r M L� T M C14 z° cc Z O H r E ` c i1 U J Q a 9 JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. 2 3 ELECTRICAL SPECIFICATION 150AI2 INDOOR PANEL L CENTER NOTES: 01 a14 to rights a outlets NEMA 1 10 a12 to appliances and GFI ELECTRICAL CONTRACTOR 150AMP' top AMP 01 e10 to WH MUST VERIFY WITH THE 10 as to Rsnue SPECIFICATIONS FOR THE TYPE 10 ae to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER T LOCATION PURPOSES.M-LIN 5o=tio 0 200-4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND Disconn SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING p4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed In corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PE7FW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) D� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. $ (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 11 II II II 11 3" Ci 1.5" VTR III I� I I I r. � i I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR D KITCHEN DEDICATED I RECEPTACLE FOR MICROWAVE IGFI RANGE HOOD PER SPECS 37 11 / I I 01 II OPTIONAL LIGHTING SCALE: Y4"=1'-0" if T T W - j I I I r-----------1 ROUGH -IN FOR.,19 I I OPT. CLG. FAN/ I I iLIGHT PRE -WIRED I I ' BEDROOM 2 I I I I I I I I I I I I I I------------t Eel 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 SWITCH FOR DISPOSAL IN CABINET — r_^===_i I I11 I I ALT I I I I AC PAD I I I1 __11 WP GFI4i DISC. r PER SPECS �, / ELECTRICAL PLANS - B SCALE: Y4"=1'-0" C" N O c•� c+i a ,o c W W t=. � = C 10 V fV m N 27 CIAt to 67 p .� c >, E c c � • °>' u Aa7 c i` o a v w SRO Way • S E . \�, 67 N N '� U '�44 WF gnu Cj �Q L ''� �, • OFESStON�\`\���`�� /i f///III Jill t110\0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to E S N1 �pp CQD � N ar0 0 5 to OD u_ di N 04 0 M J Q U. N Lt.lL W Z13 111111 O^i Oi 9 04 Z 'n � Z d cli LL IL z o �% 9 0 W ❑❑ z � Q J— cl- - U � W M � U O uos Cn U was - fQj �� Q v $ �m J a EI y o �a S,Z H RU Do. U E o 0 to Z— C"!ag W� OE fO °> 84 'o Wo s =� O �3 1 : g 3 >0 J Ui 0 rn B LLO co — m N ate-+ L O N � N 0) Ul) 00 O r Q (D LC) r M '^ CV) = Y/ o to N E y 1`0 c a U q C) JOB NO : 22-12354 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPAS 60 SQ. FT. ) ) J ) ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED YT— 1/150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. Total -- --- Ventilation ATTIC Provided SPACE SQ. FT. Total SO. SQ. FT. SQ. IN. of by Upper SO. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main r 0.0 1.0 Floor 288 276 39 138 10 69 138.0 0.0 138.0 (Zone 1) Main Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper Floor 860 826 118 413 29 206 5.0 1.0 213.0 (Zone3) 75.0 — - 138.0 "*NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - B SCALE: %4'=1%0" en t:V C= CV M o a� =o W m LU Q _ M V N LL d N ...",.: cc O a. 'Cc 3 ; to v u+ � d c � E 11J Ifo It,- S E' y .ro r • .� OF a� • .: 5� .'� �'h L0�0,: 2 J� • ...... � ors SSt sir/*e/tlHlEr�11����`` 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 I- g A 9 0 ie M LL J �IJLLL 13_� 0 a 5 m ;E1 o W Weq Cq_D L OU Z W z z U)Lni a) V �t W ' 0 � W M , c �Q O Cn E os zo O c v luZ 3 ao.: Q _ O E o z C a�i J z 4-6`g �b 58 a6 W U gg 3 o W c Q T yJ �0 L6 to C� >� Li7 A CL COm N t"' Ln O "2 LO N O Ul) 0000 NLo E � � M o Z c m E E C U � Q JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. 4 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 7.7 • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL #5 CONTINUOUS POISONING ',�,; REINF. SEE FND. FOR WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB :;:,;. ',; QUANTITY UPPER 1/3 OF SLAB THICKNESS WHERE , ' : ;� #5 X 25" X 25" CORNER OR FIBERMESH SHOWN ON :,,:' '_',,:' '�.;,: ' ; : _�' '_ BAR ONE FOR EA. 25'-O" REINF. SEE PLAN. FOUNDATION PLAN ... •�. �� HORIZ. REBAR, TYP. U.N.O. .. •'.": , 10-0 „ w z a .':' :.":' ' ,:' �:%.: •' : _ ..Alternate: The reinf. bars shall be „ , cont. around corner by cold 1'_4" 7 -4 1 -4 ' •' bending the bar w/ min. 2'-0" x 2'-0" x 1'-0" bar lap of 25". W/ (3) #5's E.W. L 2'-0" x 2'-0" x 1'-0" S3 W/ (3) #5's E.W. CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" `t r S3 I i 6'-110" I 6'-2" 5'-2" 5'-2" o 00 I 1 TYP. @ AC PAD 2 -8 17 it 2 STORY S6 1 ��„ W •il I U.N.O. ■ NJ ■ ■ // ■ , M PROVIDE 1-1/2" RECESS 1 3 I I FOR SGD DOOR. REFER o 9 I /j / I INDICATES FILLED C LL /3 00 PSI ■ TO MASON'S SCOPE I CONC. GROUT FROM TR T BEAM FOR WIDTH w/ 1#5 REBAR VERT. BO E SLAB. TYPICAL @ ALL PLAC S SHOWN I 9 / HOOKED FTG. DOWE S 1of HVAC CHASE EMBEDMENT W/ 25" E T. AB VE SLAB // BASED ON "GRADE 40 STEEL" // LOCATION I ■ 14'-2" 2'-6" b 64" It I 0 II I I oo I ■ / I L - - j / II_T S6 NP' @ ■ I /��-.! I I I I TYP. 2 STORY I // 00 I I I // `O I I 2 STORY U.N.O. U.N.O. I ELEV. O I I ■ N bo J "N CONC. SLAB 0 o r' — _ — -1 _ALT 2, I„ ,�PLUMBING I I I 3-1/2" MIN. 3000 PSI I ,_8„STACK `� / I I CONC. SLAB FOR O AC PAD I iv — N I I HERNANDO COUNTY I ■ U ONLY 3-1/2" MIN. 2500 1 ■ 0 , L _ — J PSI CONC. SLAB OVER I o STUB UP TO 6 MIL VISQUEEN I co 2ND FLOOR I C J VAPOR BARRIER FOR A/C00 — — — — q ■ I I ■ 2'-6" x 2'-6" x STUB UP TO F, 1'-0" W/ (3) 2ND FLOOR #5's E.W. I M L---FOR A/C --- I --------- ■ 003 6'-10" 2'-8"—,l 9'-8" LU 0 C K I I H.w M -3 1/2" �} Z O S3 S3 I in �—w FU� �'-8" �BUIL ERTO--1----1 0N OJ °al I LU IF PROVIDE■ ■ ■ ■ i O Q APPLIANCE 4 Q J PROTECTION TOP OF CONC./ � PROVIDE 112 x 9 " } Z VO a WHEN REQUIRED PAVER TO BE 4 I 4 I r RECESS FOR FRT. DOOR O O ■ U PER FBC I BELOW FIN. FLR.1 P L M v Ow T U) S3 I zip w I I>w o � I I ■ - - p `I U. N p in r I 2'-6" x 2'-6" x 1'-0" I N W/ (3) #5's E.W. 2'-0" x 2'-0" x 1'-0" Z— C.J. — — — W/ (3) #5's E.W. i- Ow M I;2' (2) # VERTICALS I S3 „ x 2 -6 x 1-0 WAN FILLED CELL I ■ , ) #5's E.W. A o S3 TB �, TYP. @ I in SINGLE cr, -------—L-------- STORY 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 1'-6" 16'-811 16'-0" 1'-10" 5'-4" 1'-10" - - 25-0" FOUNDATION PLAN - B SCALE: Y4'=1'-O" PV 0 c� C" ftl LJJ ar ,ti � w • aw o U CK [� O a M C' n, CO- -o x t M .�NCAN w E w T , ��_a 3 � i'. W G Q N �A ^� a 11�� 4'; do, J•• '•o 0. _ Q y W �V =- p F ••: 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 - 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. W E C 7 lu, � ie Q w LL y'40 - a. °' o. Z m W M IN 'Si ILW Co N Cl) Z Q J Z oU pp z z � Z � n- V I q1 0 a--+ �„ N �(10 w � V c� o W E o oLL Q a E$�W� Zo z Q E O4 U a L °do m 8 W �w N ° o� J L6 O d' m 0 L0 O .-. O a U) mca N F— Lr) ..� O .2 LO M N O LO 0000 N r Q � j r ui 4� M T_ U) 04 d Z c E O S 2= c a U Q p JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. 5 GINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE RSH ENCLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHT 5T25 ftND VIND SPEED (ULTIMATE) 1400 MPH VIND SPEED (ALLOWABLE) 1014 MPH :XPOSURE CATEGORY C WIND PRESSURE AND SUCTION (PSF EFFECTIVE ) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE Mn FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 I 2e 2n 2r 3 3e 3r HIP -35.94 1 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -80.99 1 -60.99 60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/e" EXP. 1 OY16) or 1%2" EXP. 1 (33118) TILE: %2" EXP. 1 e3�1e) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2.., SHEATHING SHALL BE FASTENED WITH ASTM F1867 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. F a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 112" 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 - 1Od x 1 11718-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 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)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 j 3330 22 -10d x (1) 518" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C 1EPDXY I I LGT2 3500-M 3240-F LUGT2 13100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 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 1 1010 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 1 555 1 12-1Od 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 1480 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 W GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - B SCALE: Y4"=1'-0" cy'a 0 car Cvv. o c m W o d W sty a tj a� o C ep r�1 N cm LL 4 ro v � Q d NC= d ]C o) m a. s E c CD s G 3 ` a) ar -a E /O o a u. a P: �NSE •"' � .C) - d t) h40 LO To the best of the Engineers knowledge, information and belief, the structural plans and speciflcatlons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a: �MQV� w ri -I LL LL IM V T" 0 J - - OW O 19 �Nm 0 0 W 2 IT Ix m I U N� d PO 3 N O U W ❑❑ 02� L Z r` J tl h U) V1 N ` V .O LU U U 0 Q s� o w J E pF zu Q rho O 0 $' w� Z � gE O4 pUqq �o m� =3 C is W C S o j 0 tOv �I�e o 0O = 0 LO C) J L L0 Cr Cc 0 I- +�-.► LO .... .n Lid N O Li i 000 N 0 r Q L r of M 04 d Z c EE O H 2 Co c ate. U _j a p j JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. 6.1 TYP. @ F CORNEI I I I I I I I L-------------------------� RSHPEE CLADDING W IN CLADDINGAND SUCTIONS FOR MEAN ROOF16 ROOF DESIGN ALLOWABLEOMPONENHEIGHT:5 5 ftND R ASCE /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WINUr, WIND AREA VALUE DENOTES PRESSURE ( ) (SO FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 -49.57 -49.57 GABLE -38.22 1 -38.22 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y/e" EXP. 1 CY16) or1Y32' EXP. 1 (eye) TILE: '%2' EXP. 1 (3V,$) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2'h" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a-4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR SYP _1., 1 1-1 1 SPF FASTENERS CONNECTOR SYP - SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 _ -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 "* 20 -16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U I MGT 1 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" I MUGT15 1 4175 1 122-10dx(1)5/8"ATRw/12" I EMBED w/ SIMPSON "SET" EMBED wl USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-F13500-M LUGT2 13100-M 4520-F 131 00-M (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8- 10d SP2 1 1010 1 605 1 12 -10d SPT24 1 1090 1 1 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-112" * 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/ 318" 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 (B) 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, (8) 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 INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING PLAN - B SCALE: Y4"=1'-0" (A) I OR 2 PLY BARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS e+ry N 0 N C2 co W 4 d W c 0 =LA_ a. N O fp Q «N9C y .$ s c coo 'r Q 3 m o 9 2 T N Q� = E � e d u ok cV rlh` :S1n'�P�;�t� , 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 seat. W W H E p E 8 N 8 V ai c d r- - G- rn�r`v 2 w 0 'xaC� C14 R w u. LL LL W LL ci =i 0 0 J LL Lu �dgQ' a W =pa 3 0 W �. LL LL 0 N O d cc ZN OU W 11 o Z� z n� Q (nv) Z vC10 ro W V � Ow _ N w r~ Cn a z E CL ra Ho Z C sz'� d wo ti in c #o b ma � z W N� az 8 1U W "_ g R� C 0 O J c� L0 co cc 0 0 Cr — O 0 N �"— 4 a O "2 r*-. Lid O LO N V) 0000 C Lr) M =to N o Z O IRD ai c 0. U Q c JOB NO: 22-12354 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-Llntels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Ilntels 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 vertcal (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 loci Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS f :, ; ji : '. ; '. ; : GL'.' FORM &GROUT SOLID 8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T 0 0 F14-10 o o 8RB/1T8RF14-OB11T 8F16-OB/1T 8F16-1B/1T /5 BAR CONT. i, ,�.. ((v�� o ' ' o O 8F20-OB/1 T "'LINTEL DETAIL M'�Ir � .T r ' I� SCALE = N.T.S. �80 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY S F 16- B/ 1 T 201 tNOMINAL#5 QUANTITY OF WIDTH REBAR AT TOP NOMINAL - HEIGHT #SREBAR MIN. (1) RECI'D Q'D ALTERNATE POWERS LEAR STEEL LINTEL ° • • ° 4 • .M.U. #5 REBAR AT TOP , • • ° a GROUT MIN. (1) REQ'D .':1 1-1/2" CLEAR • a G • J2 i i. ° • 5 REBAR AT BOTTOM OF x N w LINTEL CAVITY ul co O O J x OTTOM o � r; � REINFORCING PROVIDED IN LINTEL ¢ L, 0 LL Lu $ #5 REBAR A7 BOTTC R AS INDICATED 7.5/8"ACTUAL ' N M NAL IDTH (VARIES) m tr 1, r MATERIALS 16 GAUGE POWERS cT-f- precast Tntels - 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A815 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel pleNdetails for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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) LINTEL PLAN -NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM UPLIFT GROUT TO BE SIZE & REINFORCEMENT) CONNECTOR FLUSH WITH STANDARD 90 TYPICAL TOP OF WALL DEGREE HOOK (SEE PLAN) --,_ fl p N HOOK LINTEL REINFORCING INTO SIDE VERTICALS--__ •' f ' "•' • : , :. .., ., ...•• M •,..:. '•' "'� PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END--_ PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR 'ems :: • , •.., .. PROVIDE 3"x3" HOLE IN BOTTOM OF s PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQ'D. '• REBAR BOTH SIDES •JJ' OF OPENING U.N.O. REBAR BOTH SIDES OF OPENING U.N.O. 12" OR LESS �' '•:• i`•' ::'�It: INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR li to za 25 INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 8"x8"x16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) A. SEE FOUNDATION PLAN FOR-/ FOOTING REQUIREMENTS SHEAR FRAME i SCALE: 1/2" = 1'-0" REVISION 10-19-16 SEE FOUNDATION PLAN FOR LOCATION SINGLE OR MULTIPLE WINDOWS O 6'-0" LL J 4'-0" LL O 8'-8" LL OMIN. 17'-4" LL (2) 4'-6" LL O 4'-6" LL O 5'-8" LL LINTEL PLAN - B SCALE: Y4"=1'-O" C" CWS CAI o Cm W r°.) ILL' tLf r- o N OMac 2 .o o VPC= cc .Q y to ae r 3 cc 1` � c o >x •�° >� � E � o - ci • J 1� `J , CV ('ram �•% I�� r < ''' S -3 _rJ Oti O . rESS10 ... .ff£��'ttttttta)t11►.1\�'X. 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. to = N Im V c r 0 06 M r r J d: rN) V 2s 'w LL IC CJ z � W I^ � u. V- r 0 V 6 _' L 0 •t D N ¢ LLILW M Z ,w N 0 VZ OU y W ❑❑ 0 M V Z Z �L rZ � N M XLn cn w W V O w $ N 1.71 tJ'1 S -91 r- to C,4 f� � o ZO } N z® E F- 00 x8 O U ZCL g 0 ao N t 0, zLL Z J b Z z6 8 U W LL a& NW r� A a w O L6 O ,J M CD I- Lid � O -- .. O Cr Co IS CV �'- LO "2 r11- L O ,n N O L O 0000 CD LO t� C LO N CV d z z E O r m c ro D w c JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. 7 I t e At 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. R MS BATHTUBS AND SHOWERS. R FOR HOT TUBS WH IRLPOOLS, SAUNAS STEAM 00 5. GLAZING IN DOORS AND ENCLOSURES , , 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A TA 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 "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-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 Y" %" MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (fc) ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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 BUILDING DATA WIND SPEED (ULTIMATE)140 MPH CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4,2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS V =140 MPH ( ) MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. SOFFIT +29.7 PSF / -39.7 PSF 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4,4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 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. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE W „ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 (EDGES IN VERTICAL APPLICATION) SHALL BE 6n O.C. AT EACH SUPPORT. MINIMUM SCREW / MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4,15.11. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4,7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigationlsprinkler ssyystems including all risers and spay heads shall n8t be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R18.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verti I chemipal barrier must be install d aftee[r � construction is complete, including�andscaping and irrigation. Any soil disturbeo after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. eh N O N C CM m 'v Lt1 a U_ C W os�a ah P c co a-�, C-4 to y o m °i a� d d > C, c r- V ,.`.. Q cr- .O° u Q ~`G�a a a 1� C E 'a o w \\Illlillllfq/� �i FJFO Q U 0. OF � C� �"ESSIONh�0 %�!rr�iilltll�tt S0 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 - Residentlel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E g 8 (0 0 0 i50 t�% fn of Mk LL Z 'avim, a j4[ L Fe rj 0'to O: t (O W �pjO' m Cj a K Z 0i "z13 N t7 U Z U W ❑ O CD _z z z Q _ a � N N CD M CD LL �o L L. O g U1 = �NC� AIIIIIIIIIIIIIIIIIIIW g z _ M M i 0 3a $ Q Lr E � W 0 a0 < 9 zo � C a� x3 Wir 08 Z�_ SE 4% L(31 40 m7 Zb 8 W L) =c v 0 a� 0 O NFL. Ln O W C9 ^' W L LO A O .-. a U m 3 N c LO 4-0 LO N O U') 01 000 04 Lo T" Q C T E M a z W Z N E O c a E a? 0 ¢ o c JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) a Filler blocking ° 1 /8" gap r � 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAxl-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 LEAVINGYs" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION 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 6-0" STUB -OUT FOR 0 1'-0" o o LO GAS METER U iv z • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (i) SIMPSON HTS20 OR (4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1IT-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 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over suash=20 blocks and *Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in areas=20 of high j lateral load. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES ----N DO NOT cut, notch or drill flanges t1/16" One 10d box or-20 sinker nail each side at bearing. Boise Joist Blocking I lap 3" (10dl nails at R" n r.- Provide adequate bearing for each lapped joist. nails SECTION Cad INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS 7�STD. 90° _ CONT. #5 BCONT. #5AR I HOOK T — BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'DSHEATHING PER PLAN COLUMN AND f CONNECTION f TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI ��.,. MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. ma x. ax. 4" max. Web Stiffener Fastener Schedule Joist Bearin Location _� 1L -1-Depth -9-1/2'„ 2-8d Series � th End Intermediate - 1 BCI 5000s 11-7/8 2-8d 3-8d 14" 2-8d 5-8d Clinch Halls 9-1j2 2-8d -2-8d when BCI 6000s 11-7/8" _2-8d 3-8d possible BCI6500s® 14" 2-8d 5-8d 16" 2-8d 6-8d Tight fit ----_----- r \ 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* F-When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at Vo.c. for all joist blocking panel "Non -stacking walls require additional consideration. — CSC 9iUI HIVTVVMr_Mr_IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6, FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" 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 1" 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. 11-7/8" 2-8d 3-8d BCI 60s® _ 14" 2-8d 5-8d -- — �- 16" 2-8d - 6-8d 11.-_7/8" 3-16d I 3-16d 2" min. BCI 90s® 14" 1 5-16d I 5-16d_ _ 4" max. 16" 6-16d 1 6-16d WEB STIFFENER N.T.S. Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. -..,Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. install tight to top flange. 1/4"-2" gap Backer Block J "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height _. 4 requirements 0.6 X Joist o ��depth i I -JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM SEE PLAN FOR •• a . • . • FOUNDATION INFO ` .4 4' STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. Cti-L1�7� SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 0 LOCATION OF It SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION a d .. i rl' PLUMBING LINE PVC OR SCH40 SLEEVE d a i-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r PLUMBINGLINE d L A10 A ° d �Z� \ a •a. • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE _ d ° °a. a as G d a nT — jJ_7—L'jt a d A a e � Q SEE FND. PLN. SIZE & REINF. e� C= N c d+A O � c w W l_ C _ V N sc x O a. � Ccto �V, 0 aaRy� -->os� aS V -.. .es a '3 � � '_°�. N 2 -S7 C E C a %, • CV ' G j,6 " Q •� = U S�O�f a 0.. •., F L p \, /tiltfffl119°�161t\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is pnly for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 _4)$ co (» M IT It C J " LL W Z U. W a. m q� a nW "N ��cc OjOf w W�� LL Z m NZ4� Z N OU W U❑ 0 A z R z Q J a tJ 1 -- M z �a 1 C_/3 O i44 CD `D M i it �• E 20 o21 � T21 z"o F� r13 0� g� zar O to i ado ms z06 -J J fz W J b ems+ O W II *s= old g c O ��y m 1.L OO> m C7 LO co A ca - C:)W a m S N Lid In c N O 0000 N Lo r Q 2tor C L() 7 N T- z O •p D w c c 0 U Q 0 JOB NO : 22-12354 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T (TYP.) VARIES 5/8" OR 1/2" HIGH-- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER > A SHINGLE ROOF, SHINGLES TO A BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM i I_ r - ; D3161-CLASS F, IN 1 —' A ACCORDANCE w/ TABLE- R905.2.6.1, FLORIDA BUILDING - i1 CODE 7TH EDITION (2020) 1 RESIDENTIAL 81' ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH U.N.O. 14 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE n, _ C A A• : Z CD s 6 MIL VAPOR > - - = z •- BARRIER COMP. SOIL, • (COMPACTED TO 95% - - MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. 114" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z ' :.. 4" oQ T T SEE A/S3 OR J/S6 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. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH - ` '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (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"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S,P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. -- _ - -- - - - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" IHOR 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ - - - - - -- -- - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK SIMILAR AT FOUNDATION =__ __._----- --- - SIMPSON SP1 wl (10) 10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFER T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATI ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE - O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. 2„ x 6 W1.4 x W1.4 ATTACHMENTS6 x 6 W1.4 x W1.4 @ 24" O.C.)�_„? 31/2"MIN. WWF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH ELEV. -0 31/2 2x4 CONT. A.F.F. U_V. r c c o a. A 1/2"(min.)-4" v a T1/2"(min.)-4„ N _ �4- GARAGE DEPTH VARIES 31/2"(min. - 4" 31/2"(m (2) #5 CONT. 4„ V-4" 8" (2) #5 CONT. - 4e m -141 -8"- GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLK"_C� @ rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Wes'. �\SIDS�G�P 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C 1 s��N�N�p 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c�' 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR x BOLT @ 24" 0!C W/ 2"°X 3/16" 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 WASHER TYPICAL PLATE W S 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH r, E . TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v a o _ GRADE N_ " n o z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a r D a n FINISH GRADE oo 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] — . D T -' MONO OR STEMWALL 9 w 7� FOOTING MONO SHOWN FOR CLARITY 6 MIL VAPOR BARRIER p A ' a - R 1 7/8" - - �- #5 REINFORCING BAR - z I #5 LAP SPLICE NOTE: r FOR BEARING WALL � I _ -, N -- r - - � i' � I I � IL (COMPACTED T COMP SO CO C D 0 ( - � a 36" MIN. LAP [36" MIN. LAP] e ON 3 CHAIRS (TYP.) 8 1-4 8 " W/ UPLIFT ONLY �. � I ; � I � � e 95 /o MODIFIED PROCTOR ASTM �.. 10" I -_ I - - D1557) 4° _ 1'�° - #6 REINFORCING BAR #5 STD. 90 HQOK FRAME WALL TO C.M.U. WALL CONNECTION rD_"� TYPICAL EXTERIOR FRAME WALL FOOTING E #6 LAP SPLICE rF TYPICAL INTERIOR BEARING WALL w/ UPLIFT G REBAR DETAILS SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° A ° GRADE _11 _ (1) #5 REBAR w/ OPT. SEEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N Cl) 4e °9 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR I 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO A SEE PLAN FOR " " &LAYOUT DESIGN • TOP OF BEAM SEE ROOF PLAN c - ° ° A a A (2) HTS20 FOR STRUCTURAL41 BEAM SIZE & rg. a CONNECTION INFO A f P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. ol 1/2" FROM SLAB C-9 CONT. BEAD SEALAN :.. .; INTERIOR A. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 z' E _ r- — M 6 MIL VAPOR _ BARRIER _ 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T 8" z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 Cil SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. :� w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS S W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E :6 INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN w 0 a SIZE VARIES PER PLAN M CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS °D � R ELU FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 ES w SIZE AND REINFORCEMENT) c7 • WWF OR FIBERMESH �,, ESv a Uj w o v ° BRICK PAVERS or SLAB PER LU 0 o • • • • ___ R z z 0'-0" FIN. FLR. COMMUNITY SPECS LL � it M - - FOOTING v 13 BEYOND .. `•'•.' • L':' PAD REINFORCEMENT „ MIN. CLEARANCE AA :. V. :', SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" 41 •. CONC,PADINFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 3!{"=,•.o" SCALE: N.T.S. S3 rh N C= iV M G ' m o W � W > w O c �o c, cam•, - m ;" o� 4 "R f4 3; &. m Y y CL. C CP 'C, d c taa E eC p � v 0 ­%%w1111111111" 2 Ow \� ..,,... F. ,..••• N _ 6 < ' E L. • 44 E S S 1pN� f''�fflr/rltltitLltt`�`\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 � 8 S le ti Lo a W f") 7 M lJi. gLLtL . aai " Z tga 3 pg i roCim 0 � W 01 m (� � M2 L z CD 0 ZN OU W �❑ 0 M Z N c%f z (3 z N z � 0 � o N g 0 W In c U w ' tz U U9-1 o�R Cl) _j Eo E oLL �ry ry <� Z® Q M r3 Z E M &� _ L c ¢� < WW m ZE Z� •S � fn J< y0 Q� sw 3 0� �o W a J �w 0g 'L6 0 o, 0 LO � O O Cr - O a W g CV 1 L0 � lO -a � U) N O 0000 N Lo T Q L T E E c M 04 y T z G z E O �O w E cc C a v _j ¢ o JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. S3 (MONO) 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 1 O/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 101S5 MAX 9„ BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°t / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO. 2x4 CRO BRACE SCHEDULE FOR 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT wl (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d 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 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD AND 12" O.C. FIELD INTO INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING 97 DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT j / DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-l" 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 TRUSSES FROM EA. of- \\ _\ W/ 10d NAILS @ 6" O.C. EDGES \NAILS \ • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ (2) 16d NAILS W/ (2)16d TOENAILS - - - \\ \ x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES °� 1/2 x 8 "J BOLT @ 48 0 C 2x4 T ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA, END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO " MOISTURE BARRIER SIMPSON META12 w/ (7)1Odxl 1/2" NAILS AT 6.0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM 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 10dx1 1/2" NAILS AT EA, & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r M SEE STRUCTURAL CHORD BLOCKING ao to NOTES AND NAILING INFORMATION SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 `° 0 (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " 1 1 2 1 1 2 " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d � NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w! (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE:3l4"=1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. 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 SCALE: N.T.S. 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL('10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL-j ` BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. SCJ 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) JACK TRUSS SEE PLAN FOR MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od 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 ,,r BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W! 10d NAILS @ 4" O.C. TYPICAL ::: GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS 11 TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w! (12) 10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE ifT SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION rT SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. SCALE: N.T.S. SS A5 PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAMIOKTA 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)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION(UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 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 10dx3" NAILS @ 4" O/C. 3) SEE 61S5 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.) ---GUN1.bEAHINU------ z' .- GABLE END BRACING DETAIL SCALE:3/4"=V-Y' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �60 c� 0 CORNER JACK a Y U 2 W Z cc 0 U HIP FRAMING REFERENCE PLAN No NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) '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)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION p E- C" c ar- 9 cl tm = N m •o ac VLL- LL_ . y vo C7 N .= N t N C 3 2 d=_� d. L •5 A � •67 u m = E a �a``�,U{t111IU1lt r P' f•AtS• '•'••N L. cV: L. Q- \G Yv U t�0 0�� rGl, 1nNr�\ J`/trlllllt('t11�\� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. = V N - R io CIO � C 0 Iii Q M R ~ LL Cqu-ii u; 0 TW �LL. a ti;; ow 4 La 0 W I°'°' m W Z IL L � Mz d G Z OU Q W o0 � Cq z � S J Q) �4--JLU z N 0 ViLn c m 1 O " Z�zi o o E cc 0 o Z Q— 2G Eit a� � S 8 a� 3 W a w 02 Qz �W >6 O L LO A O p — O 4 LO N -2 .0 C7 N O Ln 0000 N L.n T Q (MDLOT �„(� M N O Z m ON W � � a O to _j d N ¢ o C JOB NO : 22-12354 SCALE : AS NOTED SHEET NO. S5 i i i ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN, PSI MAY VARY PER d MUNICIPALITY E— ' e�.... ! A' 6 �' 6x6 W1.4xW1. WWF OR FIBERMESH�� : • �. V. 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o i 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 J LAYER 1/8" THICK. �L v —INSULATION PER CHART ON FLOOR PLAN ('13 R .. CETAL SEAT ELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE ;0 �1 � U \--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=l'-O" S6 0 T SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od 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)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 FLOOR FRAMING - SEE �TION J/S6 (ACHED WALL SHEATHING BOTTOM PLATE/CHORD W/ 8d I" O/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u. WEEP SCREED INSTALLED PER, MANUF. SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'4' S6 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 wl (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :. d•. 'e 'd • ' •• • • • 0'. '—}-(3) #5 CONT. ON 3" 8" I 1'-8° l 8" l MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB IT EXPOSURE1 SHEATHING x PROVIDE BLOCKING AS REQUIRED PER II D IF NOT FSECTIULX•X HEIGHT SHEET C z _ �lL G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I I) EXPOSURE 1 FIFII SHEATHING x SOLID 2x W C II I BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE III OPENING S ECTION X-X IL U C x Fxw x E I Lu 2x STUDS W III III II I II BEYOND. y SEE PLAN o 0 Cn II I Cn A \--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 SPACING S 3/4' S 1/2" II-- g 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS 0 3" O.C. STAGGERED FOR SHEATHING 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.) oXTFR\ FOR 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 o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT � PENETRATE SURFACE MORE THAN Ye". z ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O I OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. vxi E STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w LL O a O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER >-� 8 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 F m LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O ~ a MEMBER IF GABLE END NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN, 131 X 2 1/2' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED-- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 V-16' 1 (3) (3) 1 (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2X STUDS @ 16" 0/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS WI TOTAL THICKNESS x PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEEARAR 3500#.MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE i WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. �.. VA x f .. go • '' FINISH GRADE M _III=III=III=I I , III I I_I I I I d, Op ---I II I' 4 —I I I III I I @­-. I I ; g I I I I I I / d •.. I III (3) # 5 REBAR ON 3" CHAIR —' 4" 1'-8" W/3' MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" 1 ADDITIONAL INFORMATION. S6 O c./ -o .= IlafCn r v a. ti o w es e•a ICI - 0 O K .r c�a N vs O �- Q N7C a� E o y 0 -5 Q 'r- ux .2 T a N a c E :? o G ������! �`�e�tptlt!llltlrtr INN N �'•* G 5 � t Qw °T U r�C '*-4W i i,;�/" r r "S J`Oah,`\ ar"'�+ell'it ! 11111,100 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a �0 M g $ c, g - M U.I00 f� c C - LL w V -9 U-LL W a °y' a Z Y� O Wrn pjQ' m Z "00 ' c14 Z Q co LL L 0z N U C1 vv❑- W ❑ c0 "' z § z z ¢ _ ti QO �Ul U u— Fs _. c A Oil 0 __j U- 88 S z® QE H R �� o Z FT o8 gg L0 � 0� z in c 9K H -0 - W c T � O � 6 L Y O 0 U') >. .�••r :3 O m � N NLO `i 'CT N , � N O LO .� 00 O Lo T < M 4 '^ M 04 L M J N v- C) d a D- O C U -j Q p c JOB NO : 22-12354 SCALE : AS NOTED SHEET NO. S6 (MONO) W 1 N v7 m N �T z 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). STRINGER MUST MAKE FI CONTACT WITH LANDING FLOOR JOIST SIMPSON A35 OR / LSC EACH STRINGER I 1 1 3/4 x 11 VL lo 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN D i WALL GLUED TO II F 2x8 rA ALIGN THIS STUD WITH FACE OF 2ND RISER 2x SYP CUT TO FIT 1 BEARS IN WALL I r-- 2x12 SYP BEARS IN WALL '--2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP / AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" \ NAILS) i SECTION VIEW "A" 2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING _—I TTI II�111�11. . . . . . .... ._. • . • • erieee� e�e�aar_e�aar•r•r_eaaaaar•a�eari�■ ■ ►_. ORloll, L-1 x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR FLAT STRAP NAILED TO RISER AND LSC EACH THEN WRAPPED AROUND STUD - STRINGER PLAN VIEW 2x4 CUT ON BEVEL - DOES NOT BEAR IN SCALE ": = V-0' WALL NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON I 1-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING LX4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE: �' = 1'-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT rSTRINGER MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER/ / A / 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 I I I x4 BLOCKING FOR 2x12 / x4 PT UNDER 2xl2 C I \ ROVIDE MOISTURE PROTECTION / ATTACH ALL COMPONENTS / \ OF STAIR TO CONC. W/ i" X / 2 t" 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. SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" [ALIGN THIS STUD WITH FACE OF 2nd RISER G. 1 -- y � TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER \\ 2x4 DRAFT / STOP "" [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT / STRINGERS BEARS IN WALL 2x12 SYP BEAR I IN WALL E 2x4 BLOCKING FOR 2x12 SIMPSON A35 / I 2x4 PT UNDER 2x12 OR LSC EACH :Zzz STRINGER — 2x6 SYP / \ / 2x4 SYP BLOCKING OPTION: 2X4 CUT ON STRAP XIAFOR BEVEL GLUED AND (SIMPSON14)10d MTS12 w/ NAILED TO SUPPORT 2x4 PT NOTCHED INTO STRINGER\ / AND NAILED TO FLOOR WITH GLU (4) 10d x 1 1/2" W/ SIMPSON H3 — NAILS) AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL r----2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS J r_I 12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LALUED AND NAILED TO STRINGER ,,fOR DRYWALL SPACING H SECTION VIEW "Ell SECTION VIEW _K�T SCALE: 4" = 1'-0" S" 2x4 SCALE: 1" = V-0" ka NOTE: 2x8 DRYWALL STOP \ NOT SHOWN / SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO / GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK \ PER CONTRACTOR PROVIDE BLOCKING IH- 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POSTLE� OR 1 X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: }" = 1'-0' BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X BLOCKING PSON MTS' 2 w/ 10d x 1 1/2" \NAILS a(dDD OR 2X BLOC ING RIS* / %/ARIFC ECTION VIEW "H" SCALE: 1" = 1'-0" spa N O N C" m p W L w o ae� o LtlILL. C V N l�0 — fl m x d N IG c 32,, d c ,p 4 i sC 4 M'". °' y cN c� H E� c � a a. 4 011119it Q. : •� '(0,� =off Q�� • 2 ' I' UO O F E S S 1 BAR 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 nth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Enngineer's signature and seal. In o Ag pN � N ¢l h ID 0 �" LL yy J Nv�U. W ,s _C U.u. j rah Z j Wr`- R °' O1 m W w Z °O N d cl aN O U .j W ❑❑ C9 Z z� Z� a 91 0 vN .1 Co f93 LL, �In g C W Q � Cq sd J U_ � aLoazQ 0 H� x018 zg� �o $gg .,fir i ado m� z C/) C 7n C Y zLL J g 8 W 0" yw gr z� c O O � O 0 Liz CU i­% C) Cr O CL N co *-j LO L0 M N O LO 0000 N Lo T Q/ CMG T EM E f z c a E O E U ro c ¢ p JOB NO : 22-12354 SCALE : AS NOTED SHEET NO. ST w I N m N r� 0 0 N .8 H Q N S E t"- v 10 c 12 CCI d LZ N 16 S a LO 0 N 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ' APPROVAL FOR CONN. APPROVAL FOR CONN, 1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH �� 1x4 P.T. & 1x8 P.T. 1-1/2 DETAIL 1x8w/(2) ROWS Sd NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL OR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" o.C. 3-1 /411 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� -1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2'-0" — SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 1 —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 4/4" MAX EMBEDMENT INTO K.) �1 Zr-0rr 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT, BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 11 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 1x4 FURR PROPER INSTALLATION MAX. $ #5 REBi (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS 7 L1__ NOTCH WEB AT t5^ FIRST 2 COURSI �AFXA I Y = 80 # F-OK 1 5 I KAI' =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4M." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X6 T NAILS 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL "' ' °' '' ` `" REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS>C TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" .� A o — pr' — r - _1 I F=— GRADE M e ?. z • e \ a ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY or SECTION AT DEEP MONO FOUNDATION REV, 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN tR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦♦ ♦♦ ♦# #5 REBAR (TYP,) , I, -,STD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —I I ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, I I SS NAIL w/ 5/16" HEAD FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW--U L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN' CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT ESFO 1 SC ALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09,23,2021 > V-4", INSTALL MID SPAN BLOCKING PER RTHE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2XO�FRH A +C��GrN + + + 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS \ + REQUIRED TO SUPPORT SOFFIT J,4111� SEE ELEVATION FOR OVER HANG (MAX. 4'-011 ) SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS HTT4 w/ 18 10d x 1 SEE SHEET D2 AND ( FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO SIMPSON ) 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MI5C MSTAM STRAP SCALE: IOTCHIOTCH �;@ FIRST COURSE ♦♦ o�c z O Cn U_ O w U V H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/40 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st COURSES SOLID W/GROUT ']I FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG - RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 1-011 51-011 SH SCALE: N.T.S. . ' A* ' , , ! #5 BAR y . r• 1.0' D p ` CENTERED W/ IN TOP 4 r •• KNOCKOUT/ N CHAIR BLOCK F MONO FOOTING G SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT 4 z ,.• 'ffTANDARDItHOOK N #5 BAR IN FILLED CELL, 10 STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I—J EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. C C114 o tom! a+ v > w a c+ o m LU G N,m N LA_ � C u- a- #2 a, v- W c � c 3 •- cc o -5. w m d o E m o a `o w 01111111 111tttl ll�j��i \\\' •',, ►� Lo F ESSiONN r/ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H o N O d W MG o W 0 W LL = In Cl) < N OU 0 Z W pp M � V z N to z n Q a UO a) N z V � OW LA Ln 0 o3 LU 4. � c � Q Cv Cv 0� see M Ll- EEo1R i1 ow } =® F- 4 0 r2u qO z�I E ff f_ z L ¢ 6p J �rd C r_ J o2 2U .2 .a O z } y z Z y CI)F W ° z aw ya �% �o } ej pp §R S `C) 0 _ a > L6 O 9 M LO CID CO ^� Li ° N m 4-d LO O N Lf7 .0 co N o 04 0�0 N L o r Q 2 E Z1 M a 'ryn' 0 a7 :3Vi ! E �`/'.. T.'. c d U � ai Q p JOB NO : 22-12354 SCALE : AS NOTED SHEET NO. SS z I I I ------------------------- CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 211 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. `--/-WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE i x Z N � PORCH SILL(__15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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 CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED &POURED W/ (1) #5 EACH STEP 2" 7LA �*\ zvPORCH SLAB NaFOUNDATION Pw(n 2 r 2 #5 s CONT() - •.w/ #3 STIRRUPiv z 4'-0" WHEN DEPTH g EXCEEDS 30" LOWER OR GARAGE SLAB 1'4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF PV4N 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 AUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" R H WHEN DEPTH PC SLAB SEE O - ,. FOUNDATION PLANEXCEEDS 30" ,. B-A - ADE 1'-4" ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE I NJ MASONRY PIER SEE FLOOR PLAN NJ 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 COLUMNr_ REQUIRED INFO MASONRY KNEE WALL MAX 3 1 I I COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 z O Q w J w w w 1 I W/ (1) #5 CON REQ'D @ MID I II 1 I II I I I I I P I I T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY I i ------- '� 1 8a" .. PORCH SLAB ISEE - Ak SLAB FOUNDATION PLAN \jFLEVE (2) #5's CONT T&B w/ -z CONTRACTOR TO INSTALL SEE CUT SECTION FOR #3 STIRRUPS AT 4'-0" MIN 3 x 3 WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'4' TO DRAIN WATER All KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S.11 SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER 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 PLAN SIMPSON HUC410 w/ (14) I FOR CANT. 16d INTO HEADER & (6) I I 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO I I _77 ------- SEE FLOOR PLAN FOR_U I I 1 I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN ­1 I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE — — — I II INDICATED ON BM. & ADDITIONAL INFO. L-. — — — — J — — — — — — SCHEDULE/PLAN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. OPTION A SCQHEDONLY ULE/PLAN N OPTION g COLUMN SIZE & BAS� OPTION C INDICATED ON BM. CONNECTION INFO COMMON BM. TO POST ATTACHMENT KA� 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 T -UFIYAM -J '�: SEE PLAN FOR CANT, IF INDICATED CORNER I {�- SEEFOUNDATION �1 PLAN FOR MORE INFO 51 COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST 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 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 NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE. 1/2 - 1-0 Yz' CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES - COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y TITEN HD 2„ ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6 EMBEDMENT 24" STEPS - e y SEE PLAN FOR OPT. --'' °- STAIR INFO. IF �• CONCRETE STAIRS : .4 FORMED & POURED - MAIN HOUSE • W/ 1 #5 EACH STEP e. a: SLAB d y (2) #5's CONT. T&B • W/ #3 STIRRUPS AT a 4 a a 4'-0" WHEN DEPTH . e v • --' ° EXCEEDS 30" a d' b ..e4'. e A. GARAGE OR LOWER SLAB ,- o ., a. SEE PLAN - 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. e� N O N M c n o co > a. w W LA_ cam. c G mve`sv ao lA O 117 4.� w •> E „� c E 0 ,Q O -Q"' ko F LO �OFESS1O%k NN I l01���>> 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 - Resldentlai 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 nn� 00) a M a +► 3LL a. a Z OC m c ar ?`_' 0 z LLWrn N en _j �v W OD z Z a _ vl z0 'U O"' N �Vf c� C4 Ly, N 8 — Id Cl CO M w z so a�o V �O f� - o E o� go g8 & a ru (a � c �j (YJ a g LL z J z6 S z zo W Tow ca .0 a p O w 0 V- �d zl_ C0 ` _ 6 O C) r�. C) Cr — CO U) m N Ln N -0 '2 CU O i] 0 N 00 0 Ln T < ce) 4) to 41E _ L.tn M cV 2 r z z E o Iv a 0 Q o JOB NO : 22-12354 SCALE: AS NOTED SHEET NO. D 1 3 I I ------------------------------ (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). 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 JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D P-7 i— O SIMPSON LSTA24 w/(18) 10d NAILS P. A- °l. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. . 2 x 4 #2 SPF STUDS 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 AT STEP DOWN LOCATION, MIN 7" t 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP 22) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS i AND MULTIPLE STUD PACKS LiJ 2 x 4 #2 SPF STUDS i g O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F NP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. O 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" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS 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 j - ' FLOOR DECK W/ 10d NAILS @ 8"o.c. f FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. 3 (2)- 12d TOENAILS 2x4 TO TRUSS TOP_ GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO 0 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT I SURFACE Qq 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. / BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING % ' i (2) 12d TOE NAILS TOP TO RIM BOARD �� & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 1, SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C• TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS '--(2) 10d TOENAILS AT EACH END OF , SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SP4 w/ (6) 10d x 1 1/2" CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE (USE SP6 FOR 2x6 WALL, USE SP8 ( FOR 2x8 WALL) CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A� 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 2X CONT. RIBBON 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 TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO WALL END OF OPENING SIMPSON LSTA30 w/ (11) 10d FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE -JOIST SEE PLAN PACK w/10d NAILS (2) SIMPSON MSTAM36 w/ @ 8"o.c. FLOOR DECK (7) 10d NAILS & (4) 1/4"x2 TIE BEAM FLOOR TRUSS/ I -JOIST SEE PLAN 1/4" TITENS SIMPSON LSTA30 FROM WINDOW JAMB TO PROVIDE BLOCKING FLOOR TRUSS/ SOLID BELOW JAMBS 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 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. SCALE: N.T.S. 7 PLAN FOR CONN. SEE PLAN FOR COL. SIZE — NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS ------------- FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER r r (BLOCK SOLID) r SEE PLAN FOR r r COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 21 WS10d@ 3" O/ �c N A�T�Qo�x�T MAN OA PROVIDE 2x4 ON 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. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION -� SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIDE DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B \ (2)2x#2 / \ SYP U.N.O. I 2 x CONT. T & B 2x CRIPPLES TO MATCHJACK STUDS BELOW TOP SPLICE \ // (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 i- 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" :{ 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 UDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. JDOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 0 o � N ci i W y p Uj =,mx h N y Q N Jc y y O W a E t 3 ea d o o.° \`\\`����1111111f1111/1/// R4 ►N , :� P f• N S •• '•,.,, � v •: \G T c� Q v �- = U �� O\n i� FLOC o•' oFE S S I ON N,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. cl W E M S d � C� 46 a!e � J g u- qLL0 � <L Z rn a S2 W � W a, o CID LU � NZ d r N L IL LW z oU 9 V ❑ ❑ z z � z V) LL �r N •O 0 LU c� CS • o iL o oLL Z® Q �o so Z CD H o C OSY W Z IJ N Z _{5 tl'� L6tu O �' �, tu c� L0 : r%_ U) 00 N � Ll) N O Li i ,0 C7 N ..� 00 0 Lo Lo TT < c T M Z a E 0 m _j o °� v < JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. D2 v, w m Lo 0 On a B 3 4 N a E s C c ti e a CL 9 L� LON s N N N �s 0 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 i 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 T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER j RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape WEATHER VE BARRIER & 2ARILY SECURE WOOD FRAME CONSTR EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 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 -i DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # In each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE II DOUBLE ZSOINGLE I I JOIST I, WOOD BEAM BELOW SELF -ADHERED `- SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 0 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR CONTINUOUS BACKER ROD & SEALANT A RIM JOIST la INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD me :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means 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 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. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1, 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. (installed SELF -ADHERED FLASHING 1 Exception: Where the barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER water -resistive equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be PP g' y g' y g FLASHING SELF -ADHERED FLASHING 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 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 (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 RELEASE ADH SIIVEASS OWN) contraction, ASTMC1281, 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing door be installed in more the 2 shall comply with at exterior window and openings shall accordance with one or of following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground ,+ 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t t 6 7.7.At built-in cutters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SHOWER SEAT SOFFIT/CANTILEVER a er esis an arrler 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 Cott\LZ-S1` STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH II - ----- ACKE-R ROD FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 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 en c ca M m W LL_ - m vc. �LA_a R O .L. N C7 R a> a, d E c eu 5 ac � � R m y w rT R 9. H E R C G N N 0 tV To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contsined 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. a S $ 0 " 2 c r 00 Z t� a W Eo N N W Z LL 6m Q 1- N 3 Z C OU y •W o0 V z z z �-J M O w s c m �Ln M B NO- I V C ¢ � `I� w `° ZoQ � a ° v � ' z® (oJ «Qa Z81.1 U 3g 8 cpr � .tom• � <P m� Z cu 8 ?° W CL3: rryS P ° _ O iO � e c� Sri LO jA Q ca O (J) N O D LO -n (' N O L0 0 N Lo Q 00 co O f _ Ln _L M N Z W Z 3 E O c a E U o «? ¢ a c JOB NO : 22-12354 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets t 10 Gaugo► +1 /2' x+1 /2' x2-12e t But Cross Support (May be cut to W) See Anchor Schedule Right Bracket (m Gauge) 1 f2" Dia. A325 (TYP•) v ' ff at Self -Drilling Screws A/C Unit Bottom Edge • Hurricane Strap (Typical: 3 in front) Wooten. Front Cross Support Self-locking Nuts (May be cut to W) Left Bracket (16 Gauge) p145elf-DrUing Scre mThru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurrIcarm use) 50aaeip awNssiwt tnWWII" ale pewaled ands rood Numcaee Ar Baxux. Rrlaed Sad Osawlre awYattlr aP°O terlwR tole wall aP1111 Florida Department of Business & Professional Regulation papa l sit Bulking Codes and Stilrtd rds 2n I202, Product Approval Application Detail 911111111 Iodwor ®It sots calelnWm ate Muse Vmmlw valisigam 4WMMd FECAmamm Aoarowd am APortnsilen 2020 tanan Ved ROW% Ina Monael Graham Mamas V Noera P.E Loots 9oarden P E, 12M9/M20 12/192020 1228 020 APproed Deviator. structural Components (677)441.830 PS73776 (334) 30D.1 $00 gsry: mcoloProducts' htroducod so a Ready of Infoeameawntcam Nw Technology Casrpll.." Method &A'ation Report Yon e Florida Registered Architect we Uoinsed Florida professional Enamor :tall coal Aaumno Acbrowdror Use Aggrova far ties kDm Design papa ha0lal elMo rS 1n H" 12u1mtlatO6li Iagg" 13aaaru i $NaVMl Mo0M a19b570 OUM Function Flood.nd V.nnron Van) 1201,2023 Yea Yea NIA No0F1o0 2 SgRmhrlt Moos) e1640611 Du sl PunctionFlood and Vendallon Vent 12012023 Yes Yea NIA •100J100 3 srrlsdVerd Model e1540520 hounded Flood Wm 1Z02= Yea Yea NIA .100F100 4 S-Wed Model 61540-521 nZetad Flood Vent 1213=3 Yee Y. NM ♦100h100 0 Smi Avoid Model a154 .324 164ghId; Cane@ Dow Flood Vent 1213ir" 3 Yea Tax NA WA 6 9meaVMl Alotlal W540-570 Wood Wall Insulated Fead Vent 12/312023 Ya Yet NM .10VIDO 7 BmMWnt MOd6191540674 14.6&qud: Otiose Door Flood Vent 12012023 Ya YM NA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap 1 art tnemi raft gnmof as gels ad* lia comp � m m YKWM llamJELM !aw GOaaaaCiLoatu YAWIW ik Ydidim Hugh tl recEa0m7al Aa®md altars ReNeon 2020 Drexel Metals, Ind, JaeoI16hUMNO Zachary R. Pagel Lanka Sowdon P,E. I mol"20 cow= owano20 101132020 Appraad cow": Rodin (szz ma-1511 PE-74021 (334) 300.1800 subcategory: Mate) Racing HnumeteQ41exmat.x«n Carry mice Mshod Ev000n ROW from a Florae sumo lerud Am *W or a LION Mal Francs Prohnslonpl angnar l Approved for Use Amrovdr9uUse NMW mate ftaf Producit ducirladom, inMV111 gwakwim lows l3fesan 1 Orexel Mabl Roomp Sysems DMC 10CNs, OMC laces. OMC 175a OMC 2005, 12/312025 Yea No NA toFlac DMC 5V Florida Department of Business & Profaslonal Regulation Building Codes and Standards Product Approval Application Detail Fega 2of4 1262022 20 WI y, rye Version Manufacturer Enoineori License Validated av 1 pggtpwa gtalua Revision 202o Ttlrms-Tru ❑OrPoraOon Stave Jaeparaon Lyndon F. SchmIM RE Ryan J. Klnpp,, P. E. D4151Z021 12/31/2020 0422)2021 Osna'2021 Approved Category: Exterior Doors (600) 64S-Mg PE43400 (818J 767-6966 Still Category: "nging Exterior Door Assembles ■jr-rox soy at-natni co Compliance Mottlod: EValuatbn Reportfrom a m Florida Registered Architect or a Licensed Florida Ftar1,94i3adte Professional Engineer RMdada .. _. IeredYo! gel. Number er Name �lIIICdifY Qxontreti� Aoomvd far use Debt in HVIli laM 1 ftli Deslgn Pressure 1 a Theme-Tru Fiber-Cbalo and Strodh-Star Nominal 6&#SeS 8quotlmpaotiquok Opaque 121d1/I072 No Yea Yea WA Composite Edge Fibei glw Simple Door (InawngJOutewhp: X configurstan) 2 b. Them/a-Ts Fiber-Cgcale and Smodn-Star Nominal stot3e.5 &qumirnpactiI Opaque 12131r= No Yea Ya WA Compoate Edge FitJerplau Simple Door with Siddae(s) 6nsoangl0utswna XO, OXa OXO confgur"ams) 3 a Therms-Tru Fiber -Classic and Smooth,9W Nominal BBu53P8 8quotinlpeot&quot Opaque 12/31r2rJ22 No Yea Yes WA Oomposto Edgs FI burials" Double Door Wit or without sidelaes (Irrsvlilg/outrMniti, A OXXO mnfigurstbns) 4 d. Theme-Tru Fiber-C4saic and Smooth -Stet Nominal BA O;rJ Bquutlmpactiquot Opaque 12/3l= No Yea Yea WA ComlDoite Edps Rbsrplaso Single Door (InawrieOunwtlg; X conripumtion) 5 e. Therm&Tru Fiber-0oaac and Smoorch-Star Nom1na168R7Q,0 aquetlmpoetiglwt Opaque 12t3l/2022 No Yee Yea WA Campodta Edge Fiberglass Shoo Door with sidelea(a) XO, OX w OXO conngurallons) 6 f. Thenna•Tru Fiber -made and SrnooNl-Star Nominal 05d> OSquotlnpactiquot Opaque 121311= No Yea Yes WA Composite Edge Fiberglas Double Door Win or without swol"s, pnomngloubvAng: XX or OXXO conflgurallons) 7 Q. Thamr-Tru Fiber-masslc and Smooth -Star NommM B&M.8 8quotlmpectiqu01% Glaze! 12r3lr= No Yea Yea, WA Composite Edge Fibegiw single Door (10-trglculswr1% X configuration) 8 h. ThermeTru FIber.Cbsalo end Smooth -Sher Nominal B&Mg iquatin"etiquat Glazed 12f31=22 No Yea Yes WA Composite Edge Fibwplass Simple Door with Sclellle(s) QnaW nSK)uU mirg: XO, OXor OXO configurations) 9 I. Tharma-Tru Fiber-Classica nd Smooth-%r Nominal 6&4W,8 iquattnpact&quot; Glazed 12131nM No Ya Ya WA Composite Edge Rborgiw Double tabor Wth or Wthout Sdelitas OnadnglOuMwmo:.XXor OXXO configurations) 10 1. Thermo-Tru Fiber -Classic and Smooth -Star Nomina168a37,0 8quotlmpa08quot Glazed 1=11=22 No Ya Yea WA Composite Edge Fiberglass Single Door (Inwl1lg/O1lewhgi X cen990ratiah) 11 k. Thermo TN FlbetZessio and SmoOm-Ster Nominal a&N*O Bqugtlrnppatiquok Glazed 12I3tr2022 No Ya Ya WA Composts Edge Fiberglass Shoo Dow wM Sidelite(s) (ansW rq/Ol4sving; XO, OX w OXO conRpuraliona) 12 I. Tharma.TN Fiow-Gassle and Smooth-Shir Nominal 8039;0 &quetlnpact quok Glazed 121'312022 No Yea Yea WA Composite Edge Fiberglass Double Door Wth or Without Sidehes Onviii g/Outpanno; XXw OXXO ounflaura5ons) 13 m Themb-Tru Fiber -Classic and Smoath-9er Nominal 51,013a8 iquotlrrpact quot Glazed Molded Wall= No Yes Yea WA Open Composite Edge Fiboglaa Single Dow 6nswrglOulswkp; X aomfigu ation) 14 n. Thsrma-Tea Fiber4lossic and S.Wth-Stir Nomina188p110 lqucItinWct quot (Oozed Molded 12/312022 No Yea Yes WA Open Composite Edge Fiberglass Single Door wM Glued Molded Open Sidelae(s) (InaAtrgilOutrMrg; XO, OX or 0% conligumaons) 15 0. Themq-Tru Flber•CMasb and Snoah-Boor Nominal S&M,8 Ltuotlmpscfiquok Glazed Molded 12131/2p22 No Yea Yes, NIA Open Composite Edge FIDBrgNa Double Door-Ith or wthoul Glued Molded Open Sideliks inourg/pukwYgl XXw OXXO contigumeoils) 18 to Thenra-Tru Fiber-C saic and Sn-A -61er Nominal B8a3g,8 Opaque 12/311= No Yea Yea WA Composite Edge Rbarylw Single Dow w4th Molded Open Siddib(e) amniving/OutsWng: XO, OXor OXO owl6purabona) 17 q Thermo-Tru Fiber -mask and Smooth -star Namirrel6&a30;8 iquotlmpactiquot Opaqus 12/312022 No Ya Yes NIA Composite Erica Rbeg(w Double Door Wth or Wthout Glazed Molded Open Sida{ila (Inswlrg/Outswrg; XX or OXXO contguratiora) Florida Department of Business & Professional Regulation prg.I sit Building Codes and Standarda Ia/2PJ1 Product Approval Application Detail Gaga fauLm am lithe gaa.eaam lafa Must version fammGWD[ Mode loalafit YYHt A 11cos" aenjValid d ALOMM9 NEC Aborigine ADMWd llagM ROAOM 2020 POTIndusirb. Jeri. Roo-* MI.mF0ede9000-C6R Mlaml-D40a SCCO•VAL 11AW020 104111A020 112412020 Approval catimsew extwa Dais (at) 4a&0100 (lap) 319.25e0 BuIrCarevarr. Sliding Exterior Dow Assemblies ImswsM®pppndusda.c Cerrplloas reached; Owl"aa0oe Merk a Usllnp w^ AnroM No taut Accused for Use mast Rim l6gA aywa rJ Metal. H rbox Nams $IWioLg6rdaSlal Gadra9LamOagmmte in tlSm& ialdiXYtli Rod&" Pr kam 8 600.8570 (L6ge Malclmped) wrl aDrg do. Door 04M42021 Yea Yes Y. WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET cam, 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 Gate o 1Subcate ory Manufacturer Product Description Approval Numbers Test Pressures Ex . Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star MPACT) 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 8000/810018200 #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 800018100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 f 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 F L243.5 NIA 4/30/2025 Pella Corporation Series 10120 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 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank 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/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko for Shingle Roop 151b Felt Underlayment FL12328 NIA 6/29/2023 PI lass USA, Inc. for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 WA 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 +0/-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 11W Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 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 information must be available to the inspector on the jobslte; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel 013 +252on gm LM Utm rims vwsiw valdiatild by Ys dubfnftd PQsi Approved gnu Revision 2020 Therma-Tru Corporation Slew Jasperson Lyndon F. Schrridk P,E. Ryan J. King P.E 07J2312020 07/12/2020 07/2g/2020 10,131=0 Approved Category: F.xbrbr Doom (SM 043.7WS PE-43409 (813) 757J3856 SubOstago7• Surirging Exterior Door Awembies claaperson®thermotru.co Compliance Ma na I: Evaluation Report from a m Florida Registered Artlthet "a Licensed Florida Prduabral Engineer - AAMAZD.MPfbmd'- ail 0� awguld gar Ua Sao R Proauof Mode. Number or Noma PradYct Doan kroa Contrsal Eminllon Daea In HVFR Outside HYHZ RaSWM Prn]W 1 eTrlerrrte-Tru Fiber-Cbasle and 8rnooth•Sbr Nominal 66e99;58quotlmpuMquot Opaque 121312022 Yes Yes Yes WA CompoaNe Edge Fiberglass ample Door (InswnglOuteMng; X coMigumlion) 2 b, TheM-Tru Fetim Claeab and Smooth -Star m Nominal 6&030;8 11quct:tmpaca8quot Opaque 12f3112022 Yes Yes Yea WA Composite Edge Fiberglaw 91nale Door wN 91do1M(s) (IrmMnglOubw rig: XO, OX or OXO contlgurallony 3 c. Thorms-Tru Flw.Claaic and Smooth-Ster Nominsl SIM0*6 8grwt1mpadl qua; Opagw 12/31r2022 Yoe Yes Yea WA Composite Edge Fi :rgla..Double Door path or Without Si"ftm (h iaM /OuteMng; XX at OXXO cenoliond ons) 4 all. Therma-Tru Flber•Clessk and Smwdr4er Nominal 88.39;05quctimpadILWrA Opaque 121312022 Yea Yoe Yea WA Compoaha Edge Fibeglass Single Door 6nsYArgltXateW rip; X confipurstion) 5 a. Thamw•Tnl Flow-Chssio end IS ...th.Sbr Nominal 8&a3Q08qud.rmpoota&quet, Opequ6 12J311= Yea Yea Yea WA Composite Edge Fibegtea singple Door v4th BidNke(s} 6newinpl0lrtawin0; X0. OX or OXO configurations) 6 f. Therma•Tru Foar-Clessk and Snoom•Stsr NOrrlola1 S&M.D &quotlmpact8quot Opaque 12131r2022 Yea Yea Yea WA Composite Edge FlbeIS Double Dow vAth or without SkWitaa (IrvwinglOuaMng; )O(w O)O(O configurations) 7 a, Therma-Tru FlbM-Cbssk and 811100M4tor Nominal 6811316qubtlmpagt8quat Glazed 12131fXR2 Yes Yea Yea WA Composite Edge Fiberglass Single Door 6nswreglOulswing; Xcoratgurslaon) 8 In Thama•Tru Flber-CWsio and Smooth -Star Nomina1064t)95 scum Impsat&quot Glazed 12/3112022 Ya Yea Yes WA Composite Edge F amalw singleDoor w(Yr 9ddia(s) (InavAnacutswing; )(O, OX or OXO configurations) 9 1, Thwma-Tru Filow-Cb/No and Smooth -St r Nominal 6&0*8 Squiodmpacc8quok Glazed 12131I= Yea Yea Yea WA Composite Edge Fiberglass Double Door Wm or without SloatRes (InswlnWOutrMnp; XX or OXXO configurations) 10 J. Thrms-Tru Flber•CWalo and Smooth -Star Nominal 88e80;06quoOmpactsquW; Glazed 120i/21= Yes Yes. Yea WA Composites Edge Fiberglass Simple Door (InvArStOutewhrg; X wnrigumNon) it k. Tharms.Tru Fgwr-Clafak and SmootMBTar Nominol6dat8D;06quctlmpocMiluoC Glazed 12J31I= Yet Ya Yea INA Composite Edge Fiberglass Single Door vM Sidelithi anowna101ateWng; X0. OX or OXO con6puradone) 12 I. Thomm-Tru Fiber-CMeic and Gnmth-Sb r Nominal 841MID squat lmpad8quot Glued 12/3112022 Ya Ya Yea WA Campodis Edge Fibeglass Double Door wind or vMhout 9idN. (IaMnp/OuteWb XX or OXXO oordtaumeorm) 13 m. Thermo-Tru Fiber•CMMC and Smooth -Star Nominal G&NIse88quetlmpad&quot Opaque 12131f= Yea Yea Yea WA Compoenr Edge F oelglaaa Single Door Won &quol:Nort-Impea&quot SldNho(s) or OXO c; (NomM�SiNWS 14 n. TharmwTru FlborZiessle and Smootil.Ster Sg lilt im Opaque erg 1pad6quot Opagw 12131 r2022 Va Yea Yu WA Composite Eggs Fiberglass Double Door wth 8quokNonlm peclUmot: SHrittes (InPAind rOutswi no; OXXO configuration) 15 0. Thema•Tru Fiber-Claaic and &month$tar Nominal8&MO kwatlmpactlI Opaque 1213112072 Yea Yes you WA Composite Edge Fiberglass Single Door woh &quotNon-IRlpaotiquot SMollte(a X0, OX Op(0 15 p. Therma•Tru Fl ber4lasb and Smooth-Stor pnsw riglOitswri0; or eon6purationa) Nominal 8&131dlquot impecAquaf, Opaque 121312D22 Yes Va Yea WA Composite Edge Fiberglass Double Door warm &quMNon-inpadaquot Sloeutes (InsWng/OutoW ng; OXXO codgumtbN 17 q. Therms-Tru Fi bor•Classic and Smooth-Stsr Nominal d&MS liquok Non•Impadiqud; Opaque 12J31 r2022 Yea Yea No WA Composite Edge Fiberglass Simple Door 6nawina/OutaWma; X conligumlion) 18 r Teerme-Tru Fiber-Clwlo and SrnoothSlor Nominal 5&A3i6 &quot Non-Impod&quot Opaque 12131 r= Yea Ya No WA Composite Edge Fiberglass single Door vdth Sldatts(y onoWni rOulaWrip; XO. OX a OXO corfigurations) 10 s. Therms-Tru Flaw-Clasek and 9moth-Star Nominal "#39;8&quokNondmpadiquot Opaque 1201I= Yea Yes. No WA Compoeks Edge Fiberglass Double Door With or whhout 8balaa (h1NAnsiOu6LWrg; XX or OXXO ooMlaumBony 20 t. Theme-Tru Fiber-Cleask and SmoathSter Nominal 8&s390 &quoLNon-1mpect5quM Opaque 12131/Y022 Yes Yes No WA Composs, Edge Fiberglass single Door (InannalOulaMng; X configuration) 21 uTherma•TruRber-Claaioand Smooth•SW Nominal8&e3606quoCNon•Imped&quotOpaquo t?/31f2022 Ya Ya No WA Composite Edps Fitsia single Clear with Sdolto(s) 6nsWnWOubWng: XO, OX a OXO 22 v. Therm-Tru Filaw-0enicand SmootASbw confiourational Nominal 8111013 08quokNan• ImpedBquol; Opaque 12131=1 Yea Yes No WA Composite Edge Fibrglsa Double Door Win or without Sid•lita ors nrig/OuteWng: )Ora OXXO Wilfigurationsl 23 w Therms-Tru fiber-Claaea and Smooth -Star NOmIna s8530;8 &quokNon-Irrped8quol; Glaed 12/31/2022 Yea Yes No NIA Campasite Edpe Flbeglw Stasis Door (InswingiCutswaq; Xoa rletimadon) 24 x. Theme-Tru Fiber -Classic and SnwuhSNr Nominal l)8d)39:6 Squothlon-Ir pactliquot Glazed 1213112022 Yes Yea No WA Compa* Etlps Fbeglass 9hgte Door with %. Sldatke(e) 6neWnglOuteWnlp; OXa OXO ooMpumtiony 25 y. Theme-Tru Fiber-Qualc and Sn0O1h•8Mr Norrnnol B&s139;8&quotNor, Impad&quot Glued 12131r2022 Yea Ya No WA Compoaha Edge Fiberglass Doubts Door won or Wmout SMelges (InteA lg(Ou1*Mm9; XX or OXXO confgurtrtione) 26 z. Themes-Tma Fibar.06Wt and Smoom-gar Nam not g&M30;08quothlon lmpod&quot Glued 1213112D22 Yes Yea No WA CompltYDa Edge Fiberglass Simple Dow 6nswrglOutawng; X configuration) 27 za. Themme Tru Floor Clank and Smooth -Star Nominal OILO :08quotreorl-Impad8quot Glued 12/31Y1Q22 Yoe Yes No WA Composite Edge F.:;I.a a irvit am, with Sidat.6o(f) (In►W nglOutaW rg, )10, OX or OXO coMpumbons) 26 A. Thermo-Tru Fixer-Classk and SrrloothSter Nominal gga WO 8quotNorOmpaddquot Glued 12J31YA22 Yes Ya No WA Composite Edge FV" Double Door W m w wthout SidelRa on►W nglOubwing; X)(a OWO configurations) Florida Depadment of Business & Professional Regulation rose 1 cf2 Building Codes and Standards 11301021 Product Approval Application Detail gm IMMLM file but, ago PKA a a" nlaa riaMa nommo l K + aw oamLllg Iml sig" Xilg= aOMWO EIGA4BMK A09MAY arms R"%ft 2020 MI Wndow4 and Dods Brml ahlrlper Lels Roberto Lana Steven M.Unch, PE lomdm20 IMM020 lons2020 12n N2020 Appoved Category: Sooner Dow# ,717) 365-3wo PIM10514 (717) 317.6454 "Cat4p0ry/ Sliding Exam Dow AaeRexMs baemGarillimhwl.tam Compli nce aeOwM evoMabon Regan tom a Flow. Rwplia-d Architect or I Uansed flaws Professional Manor fag Product DuadmlaD 91a6 y Assurance ApKa d fa Utt Aoaraved InHVHZ 091" for Use Nye: bass; ROWBMDt Doom GSMum 1 BERIE9l20ALUMINU18GO SERIES 420 ALUMINUM SOD OXO 12012024 No Yes No NIA 145-y"qudX406qud: NON -REINFORCED 2 S9RIUS 420 ALUMINUM SOD SERIES 42CALUMINVM90D OX XO•XK IW 2024 No Yea No WA 04'q alX601lqud; NO"ENFORCED 3 SERIES 42DALUMINUM SOO REINFORCED SERIES 420 ALUMINUM 000 REINFORCED OXO 12/312024 Me Ya No WA 145-3MaqudX8e6eud: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM BOD REINFORCED OX 12rS12024 No Va NO WA XO. XX996quotx90Aqua: 5 SERIES 420ALUMINUM WD REINFORCED SERIES 420 ALUMINUM 800 REINFORCED X70C 1V3112024 No Yea No WA 143aqud:.96aged: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I arx Iarzan Gala EOIIaLgr mLL m l USLE W&B go hat Yamlan Maolmfiuux SON tndowiLicense 101W11G it yytyMp p(Bm1aq FaCAawmvat Apgowd Sams R#A*W 2020 Wayne -Delon• a division arOuerhasd Door 17sayna Kawlsh John E. ante. JeTsy P. erasion. P.a. 10/122D20 DWV2020 10=020 12MUM20 Approved Colp"lm ($30) 7634121 PE-51737 (904) $21.5200 Cabeary: anbno Doom dkomildlelmyne•dakon.e aubCatapnry: Slabo e! exterior Dow AswrNla an CarpllY Mdaoe: EYtlatlen Report from t Florida R►OlstemdAronaact a a Uoanssd Florida h Prdeselorho Enamor &AA product Must. isamber or Mum ,9wapt.p111[� Product cescriation conal d.b"tidlmcmt AggfmoitaClME AootmMtfam m inKVWHZ gJWdt.tflafi too& A t sid m" 1Rimmum 3 6000/61DO200 e1103 9t01139: Ala W. I4IM11W Ma height. Glazing 12/31=3 No Yes Yea •31.0OJJ9.D0 av iteit In tap a Intemodalb sadion. 10 6000A1001f200e1123 1IHUIX Mo Wdth. 14aa3e: Maxheaht. Glazing 1213112023 No Yes Yea ,30.000-33.30 available In top or lolemredlsie section. 11 e000161004200 e1124 10609: Max Math. 146110a Me'heard. Guiana 12131 2023 No Yes Ya .34.40F35.30 ,mistrials In Keg a atternWirls station. Florida Department of Business & Profealonal Regulation Pegr I al Building Codas and Standards IIO'J021 Product Approval Application Detail - f.2 6 LDICLta gMt M1 con PPmArm an mm llwm YNW" alOMlttd LIGAWM* agr um am= Raw.lon 2020 Ca10a DHNmot AADG. Inc. Tom Ratty UL LLC Troy Blanca, P.E. 1201011020 120010020 12212020 Apprranad C@10W. Exterior Done 1941) 494.2813 (954) 947.0590 3tlCatealory: Extener Dow Component! Idm.r6a6y(pesa ablq.op Compliance elathoR Csrtkialon Maas or Losing m Acorovefor Use Amoved ter LOU b Doom fag! Et9Aad9aiMlMlat madamLWt=cars InkVNZ 2MMOLt 0li Iaalllas PJ9arm I Ito7. 707, 727, I4h? 75r,1771 end 647 8IIola err] P.9a d Flu 0. Glued. and Louwru ansI- end palm of 12Atnm Yss Ya Yes WA Doan hdlw mew doom. Florida Department of Business & Professional Regulation Pap I sit Building Codes and 8la ndarck + + Product Approval Application Detail C-M anov oat. twit Date Padua g lYaa Yamlan aatlialk c %aura AnomELALiptoia vAWEIad lay kAwod ilipsi d FOC A --,I A MW= a = Revision 2D20 MI Wrldaim and opera grant Winger Armenian ArcA9ertursl 6teuen M. Urkh: FIE 11n7/2020 WITrA211 11/27/2020 Approved CategW-Wridws (717)311-33Do MenufwcMer. Assaxetlan 17171317-e45I subcategory. Shoe Hung btibnpr®miad.00m Capllsnwa M4Yrsd: CNMoeOa Mea a 1.18111112 A-9d Ia uaa Agumil tm um k" mMm Asti! Gm In HMHf gAdki ni paYmms Pressure. 2 ts5 0yl 52x72 FlnPro pp Frame IQ/SG Simple Hung 1 WO M23 No yes No -001-60 Laminated glass N e- 2 Q. O O L 0 OCU C CU 0 CIO .� C I "p O 0 F- ♦V .a O .c � C/) CZ Q Q Z Z W J eqI'! N 0 N � 0 tVV 67 O C W cm C7 V C G r- O M I• N o co lie ILtJ N A O 4 VJ N Ua ou O J Q N ZINC3 _°7. ay > t Q o u � 3 � w as .a • u oe d C O •41, a+ N QO G E ro p V O Cn E W CC 0 > LL CL L U O s` CL assess/ o L W� Q W z J Z a J 13- SHEET NO. PA 1,0� Florida Department of Business & Professional Regulation Pspee d 9 Florida Department of Business & Professional Regulation pap I at Florida Department of Business & Professional Regulation Pace oft Florida Department of Business & Pmfas)anal Regulation wg.4 a2 ; Building Codes and Standards 1/2UM22 Building Codes and Standards 1ma7111+ Bulling Codes and standards 160=1 Building Coss& and (standards 14=1 � Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1.2C W Q C O v 210 TSma version r0011hSNlIg RAW= %aar01 gown .e_ aLre.ne. Validated B, 21k YANIUM 291 a Dose Pemlina ErAaamat 21h Approved HWia Oil ErA* or gel Dula Rahn" ➢its still Nmt2.Q. Doi ulna ! Da S9L bras Yallm Iloaalduu[ IIMr_g[ motes lgagedtiacoel Yeaaaeiae Oita � maPtleaon Dart Yeagaia llaminra PJGAgalmd Ads®fa0 ir40rt •� •ems+ Q� Talk YfoMn Alooldiam rcdsa bmkmAUpiIMs Vlid&"air IaaalW DACA n rAcemmlal eaar9rid rota ]11a1 VM- GgotIML NgaoietdlasYsl )aaanaat la Wad aelam0id faLanu 1d Asmnw Nara V ,e„_f r,,. Rarislon 2p20 ThermrTru Caappleti0n romter'er DOats aWve ,Maperson LyWbn F. 3dsmidt RE Ryan J. Nina P.E. (SOD) PE�SWO (813) 787-0655 t01O712021 Oar18/2021 10n3r2(721 12MSR027 Approved Anhnatrm 2020 POTlnduatlaa Jane Race.* Mani-Oedf aCCO- CER MlemFDodf BCCO- VAL 11,06r2020 11105IM20 11H1/2020 MW wed RaUMcn 20x0 MI VAndowf end Doaf BrMI stow AmMpn MMA 91mn M. Urla�. PE 101)er10'A 10062020 10nWT020 /rrprc,wd Preussen �� CN#W wf ens Doan c4u9aY:Wnep1M &em al/deer MOoU%C Mnradural atevan M. IMan. PE (T171395�300 MsnuMdunrfAbwbtlan (717)J17d474 71gb2070 11R2fJW0 11fJaRa20 Approved = j� reassa2a WbCaaaory:ewirgingE.eledofDoor AaemNnblb. sJe9parenn®thermatrU.co $UbCA*Y C44eponnvwnaan (94U4860100 (78gJ19-2980 Ca4g01y:WYhd9ws (717)365.33D0 MnuhoNmAascMtlm l,ltT)31t•8454 Association WaCdaplY•FamaO pdenplemMtlmm ^' � ��/ OOmoR6hoa&%Ovad, Evaluation Report tram a m aWcksopory: aloe Hunan )famarll0appnduedeaA "CaeOern HMronal slow IMce tMghoe Cer6tesoM tMa or Laatp buanger(,mhrd.cam Csfrpll.hw Msth Wit Cerhfiostrm link a LiNFg W � /1 Florida Registered Anst oM or Licensed Florida CWnPllerw NGOod: Cw Matim Mark a then0 O , fVr.1/ Professional Engineer .. - .. :: .. .. '. '. ... ... •launisati'iurrr. a gyatp[e�llgad Amtewdfa Lin Among car OaYa1 gdD(AruaOY AOOOMadf9LUel AaMg>odtacdbs masts OWat gdRA3Y[aQn ssdnaBmintmlbte Aa�m�6JW Aglil9>sata.YY 1Illyhr Ii+J�mt IraMi asri[id � Pressure !loll LNaEL20 kow G�trtdLeataagD.Wl Lamm%-Ltlladsmdli aesalagl um Cuseun ewe $4MlGLl a C�it, anksmnmta in MVHZ outdds Wll2 A9Wasl enuae. C 1 e I� Product Moats. belittler or Name �,DaCringan contract N� J 1 i tBae 2 sH53os IL.Ige lafde taped) !'�.1�d61ga Vhylalegl.Huagwlndar 07/30=51 Ye. Yea Yes NIA 1 Hs tee Pin nd Mtg►frrw 73+a2houlidw dew 02Ms12D24 He Y" No -Was 1 1B6Itw »+721nW.hd Glass, o4r831)029 No Yes NO �BadO CU C a0 }+ La„ CU 1 a Them'a-Ttu FiterClssak: and Smooth -Star Nominal aM36.a dquotNon-IrrlpaotBquot Opaque 12J3/12022 No Yet No WA `v O C) > Composite Edge FiberglassFiberglassSingle om (InrolrWOu4vdng; X configuration),,O�'' (n ^' 2 b. Thsord Tru FlbWCleseb and Smooth -Saar Nominal 69M,10&quctNon-Inpau,.y.at Opaque 12J31/2022 No Yes No WA W Coospaoed(h) Etc Fiberglass DOwwith (n -a ?inq 9doIomfipurlm6oaWnglQutakdltg; X0, OX a OXO Q CU 6-0 Q 3 aTharmo•TouFlier.Cieeslaand Smoothater Nominal O&QB;&&quatNon.ImpadBquotOpaque 12r31/2022 Flbngica lbrltpodra Edge Double Dos No Ya No WA vdlh or without Sldolltss (IrpMirglOutrdng: XXor OXXO oam(IpuraSons) 4 d. Thsrnl►Tru Mber•CLmwio and Stood -Star Nominal 74M,0 agwthlon-Irrysdequot Opaque 12131/2022 No Yea NO WA Composite Edgy FibergMa Single Doer (IneWrp/OutWq; X connglaatlon) 5 a Therma-TN FlLw.Clarb and Smodn•Star Nominal 713030.0 &quot Non -In OWAuct Opaque t2r3112022 No Yes NO WA Companies Edge Fiberglas Single Door with addwo onawireoupvAro; XO. OX or OXO configurations) Fords Department of Bukdro se f Professional Regulation P.a.+ d+ Florida Deparerient of Business A, Pmfealonel Regulation Por+dt Florida Department of Swim" & Professional Regulation ►.8.1 d1 rm a I. Thames-Tru Fller.Ckak and Smocto fter Nominal 5a&#M;Ogqu"on-ImpsdSquot Opaque 12431u2OY2 Composite Edge Fiberglass Single Door No Ya No NIA Building Codes and Standards tenon SuNding Codas and Standards 115M21 Building rodeo and Standards 10=21 0reWpUtican dg; X anlVpuretion) 7 9, Thorme•Tru Fiber•Ch sso and 6mcoth-Mw Nanhal 8&s3B;0AqumrtNonlmpa quilt Opaque 1213112022 No Yes No NIA Product Approval Application Detail Product Approval Application Datall Composite Edge Flbnlem Single Door Wth Product ApplovaI Application Detail SWalhe(s) grahningl wasto0 g: XO. OX or OXO osn5gurdknaj 8 h. ThermrTru Fiber-CWalo and Smooth -ear Nomnal bRM3 ;O &quotNon•Imp saAquot Opaque 12/3172022 No Yea No NIA Compoalte Edge Flbwgkee Double Door With Of G90e lOtlrLgC ands Oat& Daa2nam Ilse rAWu Ndasso gal aul m1a.BrlaRa am Goad NlatLgt Dal Lela grl,enoaoa LJY vralemmSlOektes(Inswrtgloutom"IllxXOrOXXO ]ii! Vernon aWlderWfa(. Sales NtalaterA Lloo YAWIYd�r. YlI1tWs< ltAmrd F&C Amrsvd Aarm2d Ram jyg YU" Iiade(d lndnaeraLlemas ygJ)lgJgAJg yggyjglgA N91mWd fscamraer Aim jjm = Ytnt9a aeoilraax raDtla loaner ilJllnu VN,( YNIM remrd F&C Amwvr Alllllti4 rtila 9 LThelma-Tru Fiber-Chlaic end Smoathf r oDnOpUretlrina) Nominal 09030;8&quotNon-Impoot&quat. Gkied 1213112022 No Yfe No WA Amoution zoos PDTlnd,dMw Jose Roloww taam•pde acco• OSR Mkrf*aa 6=0-VAL 11p6202 1IP=20 lira1/A20 Apprord Re`Wn 2020 MI Wrdawf end coat o-ant atlnw Lot. R Lawf. PE 8toom a rMeh. PE loffla 2g 100OM20 10n114020 12MVX20 Ppprowd AfIYnMtbn 2D20 PDT Ind,eblw Jme RowwdN Merd-Cods ecc0•Cast Mlon*Oea WCO• VAL 11Altl/2020 110612020 lira IM20 Approved Composite Edge Flbw Wwa Single Door CalsaOtie wlndowf. (041748a-0160 (786) 316.2m Cstoomr. VAndaws (717) 305.3300 PE-MI4 (717) 317.0484 Cdsomr. Whdawf (041)466.0100 (780) 319.2990 DnaWnpr'Ouavrvlp; X oadguradon) subCadgaryr F1.0 jrue9sMa)pttlndusdaso amnmhagdry: &stream ONnnpeamhM.aan auhCdaadry: Mullm. ireso"lde0gop4wwnole 10 J. Tho(ma-Tru Puar-C"We and Smooth-3at Nomnal UM.8&quotNon-I mpolt&quct. G112W 12f9lr= No Yu NO NIA CompllWwa Mehod: CMnafm Mark a Lifting am torn a CaAUlerw Mdhsa: CerlNasom Mark .I.hbng om Composite Edge Flbwglaa Single Dow VM .,,. -... Fladel Reydand lidded ere Florida 9lor01r(a)(Inew+rglOuteWng; %O, OX or OXO -.. .' Prohssimol EnginesPLAMAU configuflhans) - - AaerevWtsllw AmrawefaCow Bassg ': •. $W�diYml'a ARSOMIDLUE amoom tgLm � adm 11 k Thermo Tru FimClemlo and Smooh-Star Nominal U#W;8 aiquotNon•Impoce&quot Gaged 12/8112042 No Yea No NIA !m! ereduet Ynad laadmwa War L�LtltidlsaDa[ lo.11lgli aArt�Aelt 6lLaed lreearn - lea! Product Decollation GmsalLOsretlmNae I HVINZ $W>rtl1mL a9aMas Pressure Composite W Si6 Edge Flbestam Oauttle Door Wdt Or 6itions) gnMVlnyOuteMnq; %X or O%XO ! Ityd•8320ILvae MWle Impact) Viral Fined window OUlOn02! Yw Yee Y. NIA OMMMLAmgame A ommiabLum ANLUELB UM NgiVA 200 1 Mueme to AJl Dom antl N7ndaw Aluminum We" 06l26=01 Yes Yes Yes WA configuorWtiout A 57M VdWPJumhtumMDulrm 1 WAS 12 LThereta-TruFibet-Cl wicand Smondl,Sur Nomnal7aa9g0&goo)d'•loo-lm psi58qubt Gazed 12191f2022 silo Yes No NIA Composite Eggs Mbwoh m Single Door anisompr13 m. TAorma-Tru Fiber•Claswe and 8, oth4ko, hlornatai 73,Y�O&quootNen-ImpaJWpuob, Gloved U,03112022 No Yea Na N/A Compow0e Eggs Fiberglas Single Door wits edolhs(s) (InadrpfQgawNg; XO, OX of OXO wnbguobona) 14 It. Thoms.Tru FWWClamlo end SnxIM.SMr Nominal &Oa39;0 &quotNon-ImpadegmAt Glazed 1213112022 trio Yes No NIA Composite Eggs Montego Single Door onow" 1Gute.ty: X configuration) 15 0, Thorms-Tru Fibe-Comic and Smooth -Star Nomnal UON:044aotNoMlmpwdqubt Gazed 12131r= No Yes No N/A Composite Edge Flbagleq Single Door Wth Bkell e(d OnswmglOutarinp; XO, OX or OXO Floods Department of Buahesa & Professional Regulation Poe 1 of t Florida Department of BUalness A Professional Regulation Pa0e 2 d 2 Florida Department of Business & Professional Regulation Poe / oft 16 p. TMrm&Tru rlbw.CWmlo and Smatath•Ster configurations) Nominal 8&$U9 O &quctNOr ImpOCUL,* t Glazed 12s3I1 2 NO Yea No NIA Bulking Codes and Standarrdg 16,r�1 Building ldi Codas and ng IQW=l Build! Codes end Standards ng 11�1 Edge XX Composite8ldellibre Wihaut gnamiiing+OutWVIM �nD;Xle of tyro Product Approval Application Detail Product Product Approval Application Detail duct Approval Application DOWN PPS configurations) 17 q. Thema•Tru Fiber•Cloaic and Smooth -Star Nominal 04#M;0 &quotNon-Im1p&d3g1At Opaque 12/31/2022 W Ym No NIA Ca Tt celae Edge FlbWgu ss Single Door v4th Transom (Inew��lIOpuuNt&WWrag; ON configuration) 18 r. Thanno-nu FiberCkrelo and Smooth•Ster Nomhld O&A149;8&quotNpn-lorpaot&quot Opaque 12r31/2022 W Ya No NA Sd{ NB�LOr gal an D&LBOm go Goa Olas.iK Lae gal IRWIN" Otte Canpalka EdgeonsomemSingle l I= YM= llama limes kdwlwa Ylatlad r�rd y A19mm Ntala isle YeoW SAR%& s manors. tSubmilllg= 1r111owjk mdwdd Masai f�AORMS AROLOW ails mo v� yOindja m SOMAII loaMtKA MM mmmod.at mdumi NI&mrd POCAMMM A9c�ad rib& h*q:h Iitlel;h(a) end Transom kruarmglOubwing; O1X0, 010%er O/OXO eenitpuratlon) R.Melen 2020 James, Hp0le Butidnp Products. Inc Chad Deroks V. Mdr.w Ten JmnBaMaM, P.E. OtABrM21 12M4JJ020 DiN&n021 ding far Aeon Rnelen 2020 AWkM Nick Thornpen Lyndon F, 1gmmld, P.E Ryan J. King, P.0 02115W21 02115=21 02n22021 00=21 Apaawd RSNeIOn 2020 GAP Mldlsd alien Rabin saminan John W.Knaanm. PC ('8428020 00272020 10022020 12M62020 Alpraved 10 a Theme-Tru FberCIAssio and Smooth,%r Nominal 8&#W;8&quotNon-Inpad&quot Opaque 12/31f2022 No Yes NO WA Coastal PMril WdW (00M 50-0350 PE•8im2 (362) 367-2626 Catpwy. Panty Walla epcdepary; Was t330) 922-238e Pt-.040e (913) 7naa5 nthomp-Rodidervore Cdapw. Roang eWCdaao r.. Asphalt a wan (400) 70a-Mil PE60160 (064) 772-4224 rndlahagd.som Campoods Edge Fiberglass Single Dow With adelha(.) gnswingrOuMWng; XO, OX a OXO sWtdepory: edrlp Compliance MdhoO Ewuetian Report tom a ahad.dMroka(gismnherd • Comelleou Mdha: Evaluation Report tan a Compliance MMod: evdud/m Repent Ran a Continuous Head sna $111 mrmgaabons) FlomeRedstand Arehpeui we Licensed Plaids P1add. Reg laredArcbbed or. Licensed flodds Flonde RMIOMOArdthgta a Ucenwd Fladds 20 tThamte-Tru Flbw-Cloule and SmottSter Nominal e6a3 D44LOtNon-lmmmquat Opaque 12131I2022 No Ya No WA FtoWnbnd L4tpnaa Prawonel"nea Prolwond Engineer Composite Eggs Fiberglass Single Door wits - . , - . -. '=, .. -: ; :.... ' ' :.. " : SidolWO) Onawfng(Ou oWng; XO. OX or OXO - ;.'.. ,.. : , :.- :.. _ .. ...... - .,., I ...., , , ...;: ` . . ,..,: .... ..,;, ., . ,: ._ Continuous Mad and fps configurations) li11d,.AYIgmce AcorowdforLies Aeeroesdfa Ua. Boggs Jgom A Amfavd for caw b= � iiWaLA&MEaad A Sloe Assrayodfaum RIM 210M 21 u. Theme. Ttu Flew -Casco and Smooth -afar Nomlosl l LM$ Aquat;NOMm i at taquat Glazed 12131/ZCJ2 No Ym NO WA suss $RaML� a pYt IalBCfi ! Nth IreYl4n am 6 lead+ toed. teerew a hma Prated oeeomdlm corsraw mrdlm OW ti NVN2 orards MM2 !l P�iiin Neal i�t l �lt� Nib � eTA COmnposite Edge Fiberglass : XO, X o OX a OXO gHood 1 Cempl.n& Lap Siding Sbw c msnt lap signs 12A12023 Yes Y. NA WA 1 c &ya2T4qudt SOa Vial a Scild V" i9ofa 12131=3 No Yes .4 No WA i IiAF Asptait Rea ahmill" FDaresw red faoso 34eh. Isro ndea, 54.b.rw 1 ZM612022 hrefidge Whole- No Yes MIA WA Colt O •- king SHI coos gar ti CArtdnu0ue )1atl end gill aMflpulttlOmr) Continuous 2 H.glePlenk l9padlra Thar -cement I.p eking 12A12029 V" V" N/A WA 2 a agtmdAYllense T4Agtld; eamt Vaal a t1dW VYryI °Jda t 2ntfJO23 No Y" NO WA 0"" 0 22 v, Thema-Tru P berClamlo and Smooth -Star NominalGlazed 12131/2022 No Yea No WA 3 a,&qua;aefnbrw mra0e 0NaWi,O]9: so111t Vent or gold Vms Sam IV312023 No Yoe No N/A CV Composite Edge Fibergh m Single Door with 4 d &enat0"47 at Will Vent or solid VNy1 sofa 12MI2023 No You No WA cn W 5diWW&) gnoWnWOUWMng; XO, OX w OXO 6 a Lq d;Chomar. Ock4lglat Soml VmlOr sale V" Gm 12I3'1r2023 No Yee No WA Continuous Hood and Sill comlgurabons) a' I. 8qud;eup. Bpimlquat; Slag Venter9dd Ve iryl sofa 1221no23 No Yee No N/A co u n C 23 w. Therms-Tru Fiber-Cksslo and Smoot,81or Nominal 669*,d equatNon-Impabtiquot Opaque 12/31l2022 No Yes No WA V N Composite Edge Fiberglass Door Panels Wth Vented C SidNae(s) gnwdny0utswh9; XX MX or XXXX LL configuration) _. a 24 xThsma•Tru Faw-Ciaewc ate SntoothSMr Nominal SUW.D)4quothlan-Imobactuot Opaque 1213172022 No Yes NO WA .� Composite Edge Rbarykss Door Panala vdh Vented SYdwta(s) gnawindOu"; X1C XXXor X)= N N fV O t no aanrnpunrions) d LV Y 28 y. Thers-Tru Flor.Cl6abfnd Smooth4ka, Nominal SUM;6&quOtNon•Improt&quot Glatid I2131/2022 No Vas No WA d Cc tacks Edge Flborglem Deer PonasVeeh VoMm Sid Ices) gnsvdnglOubrwng; XX )M or )O= Florida Department of Bolos & P, tonal Regulation Paget oft Flortde Dsperimant of Business & Professional Regulation Page f oft Flondo Departmant or Business & Professional Regulation Pagel ort N cc C acoligo rations) Building Codes and standards /Oer=i Blaring Codes and Standards 10=1 Building Codes and Standards IMMI .�`+ = 20 z Thema•Tru FbWClassic and Smodh4k&r Nom1ncIS&M;0AquotNgn-IrrosMquot Glazed 12131/2022 No Yee No WA IY CompOMte Ease Fiberglas Door Panale Wart Vermtl adMas(a) gaWnyOumwhg; XX )M *r XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail of configurations) � w C O 27 zo.TMrma-TWFiWr-Claalk;"St, tOah-ear Nominal Glazed 1213t/2022 Composite Edge Fiberglass Bogle Door with 38a380 No Yoe, No WA _ G Sideiee(s) OaWnglOubaning; XO. OX or OXO Lffir !achy ar ode fists Deahsdad alit tSd! troy or MIA.gas boto PmWra Lad CA @Mtv Or ass Late Lre eindba IbisCo E .co 2a zb. TMnmo-Tru Fier -Cleats and SmoothSter omfourauons) Normal 8&e3g;8 &quetNon-1midi liquot Glazed 12/31/2022 No Yes No WA Z= YaWgg mey1tmm cased lmdauAlm ma 7�6. and ad MM W F&CAssumed AUMW tuba zm Y&OIfW. avAblu d[ camuL EOWIa�s KLlMddm $ xdw" sights"EEC.Amm1r AROMAM NIWa MUM version MonukelurW Cate IJ�yLllg� VValidatedof yAAM r feC Am According �g Composite Edge Fiberglass Double Door Wall ReNdan 2020 TAMMO Widng Products LLC Kam Eden Rawl Niemmen John W. 100040, PE IGeArAm 00129gom 10JI202020 12MSM20 Appra+ad rtelslon 2020 L.V. Taanpea. loc. dos Thompson ArdUhctura Tony Wilson Zed" R. pea $loan M Urld+, PE 011M7n020 09192020 09=020 12M5=20 Apprwtd Reusan 2020 Floods MOW Product& Ina Clam Jmea James L Budrsr. P.E.a stow M. Vim PE DOMM20 OB4JYJ020 10A 7020 12116=20 Approved � 36N30081dd1t46 gnawinglQut9Wng; O)O(0 Calagory: Roan 141?)024-6844 PLINIO$ (ON)772-6224 Metals Company(TAMCO) 1613048-3454 P674021 (71T)3174474 Camper, Roang (904)783.6400 CBUCK Englnwing (717)317J1454 cordlpura6M) eWCalegp7. UndsdeyNgNs karrl_sdmmlaMp.aan aeopaX Robing lnyapomW&oofig.uan subCasprym Racing A. -Was that Lieso darkglpernao.aom Ps-31242 t- 20 a. Theme-Tru Fibsr-Cheat and Strodh-Star Nominal $41100 0 dquotNon-Impabtaquot Glazed 12J311=1 No Yoe No WA Canplt&rta MAtome C•vaNacun Repot tam n aW Cationi : AgeingA40sesaha that a s an InllaN fin orths Raanp 9ydsm .� CompositeEdse F(Mrgler elo s Door with 9Ag99;0 Sdalbe(s) (I nrMnoOuavdng; XO, OX or OXO Models ReysWrW Architect we Umnsed Florida Inaplt Pan efth. Rdofng system Compliance Methods Evaludon Repatlom a Carplience Method: Ereludlm Reponl from 0 Floods Reglabnd Ndtnact or 0 Ucenwd FIMds ONwo Rdowlanal En¢n.. Fladds Registered aimed a a Licensed Fladde Prdenbnw Endnr 30 zd, TMrma•Tru FiberClssalo and SmoothSar GWJatl 12/91l2022 NO Yee No NA d :. '. Professional shallow Double Door Campowa Edp9 Filerplar DoublW Door wM1 Composite Eggs �a2111Y,dR -: ,, ,. ., � . 3&M;O S"Uc (InimmelOuffiMng; OXXO gWIrLBYIu✓mL Aaara [Ys! 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Oaew2020 No Yes, NA W1,623 Julsdalons. 3 TAMCO OrtRldpe Rod Vert with Ballet 20 OL aide radvemhtar ON Integrated Darts ostm026 Y" Yes NA WA 4 TAMCO Round Top OSRklgo Vag wllh Rine for nla 26 gl strap rod ventilator w1th best. oomwmo Yoe Y" NIA WA Florlda Department of Business & Professional Regulation Pay l at Florida Department of Buaine" & Professional Regulation ►oast d3 Flonds Department of Business & Professional Regulation Poe., a I [)apartment of Business and Professional Regulation Florida De p g Building Coda and Standards 1/7r2021 Building Codes and Standards 10=1 Building Codes and Standards 1126 n Building Codes and Standards 311WO22 Product Approval Application Detail Product Approval Application D11gll Product Approve) Application Detail Product Approval Application Detail s811e BrAyor Lae no Deb Pending gas Gde Bow= am am aALENNA l gee Contact Validated my gg � MUM moo 1MNNWdc tam tmmLAUrame Xdddmmd magm amalm Fee Address Ag9lgssg AM" �Y'at 29alm ammoolra s®taa &,on-ALu_ YiUd dDo YWillrid &AR" PAC Awnsd Ao,,,Nl I1Ma Version magYhtiOlm EDaiO r&Ueaso ANam� NI�IN FL Si-R31 Rvision 2020 Lmenw Kama Jwkry Jwaa L eudafar. P.E. at~ M. Uda, PE 112MM20 11232D20 IMM020 dng FBC Appn ReNdm 2020 Betel seeing Anderson Raco APMO Unirmm Ew4at on G"W. WN&W 111311Jp20 1110=20 W06 2020 AOprowd Revision 20M Gbss1 Protection Produet&, I.I.C. Tim Robinson VWler A. TRt Jr., P E. John W. Knaavlch, PE 0910e12000 oQOsQ020 10101r2020 12116IM20 Approved CD 22" or 2= 20 DM matingcat gary. ROMMO (601)963-0163 PE-31242 (717) 317.8454 cousiow Retina (call38o60g1 SerAces LLC, (206) 854-0160 Categoy Shutters (964) $80.7545 PE•44197 (064) 7724=4 em.robinwn�ppp9nteom anUfn urar `(�� rr.4!]ia9S Engineer. Validated BY Validated Submitted P.lIItUM ARDf4Yffi Approved Rlolna Mowraw an we an aepoki gdleylNlar,Mlw.ean pory:ru d! rxw Ct CanpOwae Mdkm: fvdudlm RepM wan. RaaMnrasanabavi.w m twmoatepo,I smrm Panels OompNMa MHtod: Evaluation Report from e Revision 2020 [� POLYOLASS USA MaumAlplrt, License John 10126002010J2212020EK 1211S2020 Faun IMead Pwtdtha RocAnO syawn CampllnesPushed: lswlo.tlmRepdtWon e VU PtodudEvauodmEnay Florida Registered ArohbotoraLicensed Florida Category: Roofing S954239133OSmwlper*polyglasa.aom Robert Nleminen Knexavieh, PE d1111212-W Florida RegfWlMMehbdor&Llm*d Flouts PwMaiond Engineer Subcategory: PE39168 (954)772.6224 11/01/202D ProMsiendingnea .' Undedayrnerts 91IYeralalma. � Aefreu.e t4ae rausafer lt&s _1(r_ AIM 11NNo taN6t ash DeaaD g yp& Compliance Method: Oue a ApprovedWUN A tgl� Impid OWgG In &a+my-lake, nosCbun �da.AW fippldtlmWsp le-Damlk,CO !Mlr2Q20 Yes prA W A �g3 Product Model Numrer or Norms Podu010ee0rlra)bn Contract LLgJaSa��Fja� i Evaluation Raportfrom Nadia EostdLeWdO1la0 LaOlrotNtai[ilgamte In Will gwaut= Raised, POalu Them 9.mp; ynpsa 1 2D Gage Galvanized Steel Storm loanolMiVF2 Corrugated Galvanized Stool Storm Ponek retained 12I3l/21YY2 Yee Yes Yes NIA a Florida Registered 1 Desk -Air' Dh4 orTRI-Sulti Deck -sir DA-4 Los ftr l., Polypropylene classic, Roof Vnt 12MO4026 No Y. No �W.51.07.6 17 Many aO-Aids. Stake &wtp: Spin shako Fat Profile- Stdaklw. CA 121312020 42131=0 No Yes N. Yes HA NIA WA WA or not by trWSu to provide hurrbans proacdon, �a Architect Or a Licensed &Mdhenialblmedtedh FBraatl Doak. 14 16 So-Y NO -Sipe, atalms&amp; Bald Shako 11nny Too -eheb, ads &amp; SPIN ehalw Flat PnAl.-RIM., CA flan Profile-6laklbn, CA 12/912020 No Yee N/A WA 2 24 Gage Galvanized Steel Storm PanesrNHVHZ Corru Galvanized Steel Sloan Panels retained 1218112022 paced or not by sarxa to provide humloana pnllrctlon. No Yes; Yes NIA Florida Professional 20 27 bkmyy700-alsks,am. &.mp;BOB shako T.Jb1 Eapsoa / W FMIRala•me1a,DA IM31r202o Man Prate- Kaa, TX 17!]lam0 No Y.. No Vu NIA MIA WA WA Engineer () FLA62IMS1 Produfor alms 25 Ma Low Press - Katy. TIC 17/3142020 Na, Yes N/A M/A usects ngN Or Ia�� Baadat jtgQjr Product ModN. 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No WA WA Building Codes andStandards 1rJs2oz2 BLtIIdMpCodas and Standards +n + BulldingCodaaertdStendards 1m�2+ 2 Polypass Roof Unde"Inn ; (ram-HVHZ) PogOlasd roof undeAgyments, fat use in 12123r2M No Yes WA -NIN-e22,5 Product Approval ApplicationDetail Product Approval Application Datell Product Approval Application Detail Q FBC man-HVHZjurisdictions. 1 Polyglass Roof UndelaymeMs Will Pagnihins M& underiaymelss for use In F8012t21f2023 Yes No WA WA HVH2 judediatara. 2 Polydoss Roof Underisyments (nor lYHz) P*&" rodif undanaymonts, for use in 1212372023 No Yes WA +WA/ -MA gob Entitrx 20 20 oats pendhoo sift Or mug Da& Daadpaga Doe 0111111 irtAy t Da& atg Dark ftuam Ante � }� FBC muWVHZjurisdictions. jwe Yani1NL Manumatunr contactemwa r&Lluna yam( Vaatl&tmd Sinn FWAbprowl Approved &stun Ym= Wmdal m &90 t 10SRUAMME X&910 e. 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Cs rr Shatters (561) 7124W2 PE-OD46549 (964) 947Ae80 Cooper: structure components (321) 710.3J77 (407) 60-1617 Cetegay: Btwed Cm'paelXf (913)669-370/ PE-31249 0821508-5911 2 Polyglass Roo} Underaymena (mn-HVHZ) Polyglan rod undedaymlert6, lbt use in 1272312p23 No Yes WA •WA1.822.0 SUOC~IYI saran Perak mWebQallamertoonshume Subcategory; True Plow ow'"AlslpnNtw.co n subcdoge(r: produces Introduced as a Result of pnaelplereyshoo.cam FBCnom.HVH2jurididboe. OemplkRoe Misdeed: Eve7antlon Reporthom a ro.com Camppanho Mail Evaluation Report tam. Nw Tochnolopy compliance Memos: gwlualal Report *an Florida Registered Architect as Licensed Florida Product evwoebn go* a Professional Engineer ... _ -.. . ... Fi dd. Rplet.nd Amhlhd.. Uwnwd Plbdd. Prdsoomal Endn.w O . .. ,.: ... _ _ ually xicribo 9udam ADWW dfor UN Asorev.d mrcaw Eflr�^ _ L Amrovatl mr Lea Amrortl fir Ur naalda LIAMt glalaa Nos! tbLo 1Y00aasYitlOtlgp gMtrffi19rmlgDa! 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NO Vlaa NO -06's Faodda Dopsiunsrlt of MWil w A Plokaio W ROGUM n Sundina Gods and S orldsrds pro" Approval Awl, Isom ne" Faaal di aneaoM go am momb" oft BM It1�n aa..irOsr gmyP( Wawau.eae VAMA%d miumd 801belved FlaAasMI11 Asam7l too A*N lm =ew PWCOrperma JtlaaIowa Was a6n6laaslebr IS- Lum.Pik LLC 07M49M 07714I1070 07420070 Apples d colgarp WROPM NOW" PIM16 (NI)au446 aaaadraerp Fasd (041) ell S w 0a1.PMer oWOwp aVaWaw Wpwtnana pebpoaNsppNargpo FbddangYlfrod ANhaaaera Uae$ad Nwda Iw.mn PNPoalwilrelgar 6MttArm!! a�ACYM Aw®Ml�l!• YaMM grim A6A PrialMd.L auY6 seas �(. .�! Ml� trraifaNNla Al>� ►� 1 lOaYNiw PWt. Faxd 10 a.reo lri Ferias P4W WYrd.w wMaNm, Vas va th WA N N CO (U }+ �+ V ^� D (D O a' O C cu /1 cn^; N 'a �.a.�P `V O CV ..� •L cn C 0 a N O `v LL O CU cn M 1 Q L— ca. L Q w J S 1^J CC N M a w 0 CL m C A ri W O W. aa. H _ A O ., f/l 4 CD X N � k4, .= W in M AW A O 4i cn E z CD CD cu cu o > L o Q L U O CL �J V � m Q H o W� z J a D August 10, 20221 SHEET NO. PA 1,2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rOM20 MWFor dt" mks to all 88T approvals aimed below, CLICK HERE For additional Information regerdhg Florida's Statewide Product ApprovalSystem and Msm-0ade County Notice orA000ptanee (NOA), S gA Hiww, FL#2358-R7 bu product Model. Number or Norma Pmduct Dascrlotlon 1 Titan Stainless Stool Concrete 6 Masonry Screw (TTN-SS) 1/4" diameter Then stainless steel masonry screw FLtSU9-Ra 8aa / Product Moda( umber er Norma Product Dascriotlen 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512. SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271OW, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo+lesd Screw 7 SDS25112, SDS25134, SDS2520Q SDS25212, SOS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy Duty Connector Screw SOS25SM: SDS25800, SDS258M 8 SOS251I2SS, SDS252ODSS, SDS25212SS, SDS25300SS, SDS2531256 Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2718, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLX10007-RO AW product Modal. Number or Name Product Descriotlan 1 ATR318, ATR1/Z ATR6/8, ATRW4 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUDM, ATUD14, ATUDI4-2 Aluminum Take -Up Device 3 BP318-2, BP112, BP1/23, BP5/8.2, BP518.3, BP3/4, SM44 BPRTUD$-4 Searing Plates 4 CNW318, CNW112, CNW515, CNW314, CNW518.1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUDW, CTUD75, CTUD76, CTUDT7, CTUD87, CTUD88, CTUDO7, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, NO. NO Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTU04B, RTUD5, RTU08, RTU07, RTUD8 RatchMing Take -Up Device 8 TUDO, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tsdown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS6 WS" Uplift Rod Run Todown System 13 URSB 314" Uplift Rod Run Tiedown System FL#10441-R6 ,-W product Model. Number or Name Product Deacnntlon 1 DTT2 Hold-down 2 HDC10/4, HDCIC= Hob -down 3 14DOO: HH001 1, HHDQI 4 Hold-down 4 HDU2, HDU4, HDU5, HOUS, HOU11, HOU14 Hold-down 5 HPA26, HPA35 Strap -style purlin anchor 8 L.STHD8, LSTHDSRJ Strop -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Strap-atyle purlin anchor 1D PAI1S, PAI23, PA128. PAI35 Strap -style purlin anchor 11 STHD10, STHD1 ORJ Strap style hold-down 12 STHD14. STHDI4RJ Strop -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated IZrO2020 For direct Inks to ell 88T approvals Isaod below, CLICK HERE For additional information rsgardhp Florida's Statewide Product Approval System and Marra -Dads County Notice ofAcceptance INCA), CtEK HERE, 21 LB series hangar Top flange hangers available in width of 1.2118" and heights ranging from 6-3/8" to I5-18". 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9. VIV'tr 13.1/8". 23 LEG3, LEGS, LEG7 swiss hangers Top flange hangers available In widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 9" to 33.112'. 24 MEG6, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 718" and heights ranging from 9" to 32-1/2", 25 MIT sodas hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 1/8" and heights ranging from 9.114" to 24" 26 PF, PFB, PFDB, PFDSS series hangers Top flange hangers available in width of 1.9/16" end heights ranging from 3.3/8" to 7-1W. 27 RR Ridge ratter connector 28 WP arias hangers Top flange hangers available in widths ranging from I.9l18" c, 7- 1/8" and heights ranging 9-1/4"fo32", FL#109fill Saa M ProductjOjl(, KyR1baror Name 1 ABA44, ABA44R, ABA48, ASA48R, ABABS, ABAWR 2 ABU44, ABU44R, ABU46, ABU48R, ASU5.5, ABU5 . ABU05, ASU66, ABU861R, ABU88. ABU88R, ABU1010: ABU1010R, ABU1212, ASU1212R 3 ABW44Z, A8W44RZ, ABW487, ABW4SRZ, ABW66Z, ABW86RZ, ABW7.7 4 AC4, AC41R, ACE4, ACB, ACBR, ACES 5 BC4, SC46, BC4R, BCB. BCSR, BCB, BCS2-2/4, SCS2.3/e 6 CB44, C848, CB48, C888, COSS 7 CBS044SDS2, CBSQ46-SOS2. CBSQ6S-SDS2. CBM88-SDSZ C85O88-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5, ECCQSDS2.5 Series 10 CPT44Z,CPT88Z,CPTSSZ 11 EPS44A, EPS44, EP046, EPB66 12 EPS4Z 13 LCB44,LCS88 14 LPC4Z,LPCSZ 15 MPB44Z, MPB86Z, MP888Z 16 P844, PS44R, PB46, PB88, P86OR 17 PBS44A, PBS46, PISMO 18 PBV6, PBV10 19 FC44-18, PC40-18, PC4&18. PC64-18, PCS5­16. EP044-16. E-PC46-18, EPC48.18, EPC64.16, EPCt18-18 20 PC4Z, PC4R7, PCW, PCBRZ, PCSZ, PCBRZ, EPC4Z, EPC4RZ, EPCBZ, EPC6RZ, EPCBZ, EPCSRZ 21 PPB44-4Z,PPB44-OZ 22 RPBZ FLN OB66-R8 JQdU Procl Model, Number or Name 1 FJA, FSA 2 FRFP 3 GH484, G114", GH484, GH48A OH41 ", 131-1410-8, GHWO. GH66.8, GH68-6, GHBS- 8, GH6104, GH81D-8 4 QLB6A, GLB5B, GLB5C. GLB5D, GLB7A, GLB7B, GL87C, GLB713 5 GLBT512, GBLT612, GLBT518, GBLT81e, GLBT520, GBLT020 e HGLBA, HGLBB, HGLSC, HGLBD 7 HGT•2, HOT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cep Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3.1/4" to 9.112" and W2 ranging from 35/8" to 7-112" Screwed column caps wl9t W1 ranging from 3-1 /C to 9-1/2' and W2 ranging from 3.518" to7.1/2" Concealed Post Tie Base Embedded Post Use Embedded Post Base Embedded Column Bass Light Post Cap Moment Post Base Embedded Post Base Embedded Foot Base Round Post Be" Post Cap Post Cap Post Base Re" Post Bass Product Descric lon Foundation Anchor Flat Retrofit Foundation Plate Qirclor Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Gluam Bearing Plate Heavy Girder Tledown Universe I Foundation Plate Univereal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12ramo smFa career Inks to all 88T approvals aeled below, CLICK HERE For additional Information regarding Flalda's atatewide Product Apprwel System and Maml-MOt County Notice ofAcooptance (NOA). CLICK HERB FL#10446-R6 AlLg Product Modal. Number or Name Product Description 1 A21. A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APB44R, APV888, APSWR, AP688, APBSSR, AP81010, APS101OR, APVB44, Outdoor Accents Post Bases APVB44R,APV888:APVB66R,APVBSB,APVB88R,APVB1010,APV8101OR 4 APDJT2a1, APDJT2R-4, APDJT24, AP092R-e, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH46, APHH48R, APHH610, APHH01OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APTS, APVL4, APVLB, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R APLH210, APLH21 OR Outdoor Aoowds Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 C173Z, CJT4Z, CJT5Z, CJTSZ Concealed Joist Ties 11 DJTI4 Deck Joist Tie 12 IDS Dry Wall Stop 13 FC4, FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 HunicaneTles 17 HCJTZ Heavy Conom ad Joist Tie 16 HH4, HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilaer 20 00, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30,LS60,LS70,LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.W, LSSR210-2, LSSR410 Field Adjustable Slopeabla/Skewrbler Hanger 26 LTP4, LTP5 Tie Plates 27 ML232,M1_24Z, ML282, ML28Z: ML21OZ Angles 28 MMHB RoofTla-Down 29 MMHC Hinged Roof Connector 30 MMLU28, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Fooe-Mount Hangers 31 RBC. RBCP Rod Boundary Clips 32 RST-3 RoofTio-Down 33 RTC22Z, RT042, RTC2Z, RTC44 Rigid Tie Connector® 34 STC, STCT, OTC; HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffen Clips FLM18447-R8 Sea# Product Model. Number or Name 1 AHEP 2 DSC2R-SD33, DSC2LS=, DSC5RSDS3, DSO5L-SDS3 3 080 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.12, HHRC68 e 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, THA428-2 12 THA11.81/22, THAl2.08122; THAf2.1122, THAI222, THA1322. THAI3522, THAM22 13 THAL422,THAR422 14 THJA28, LTHJA26, LTHMA 15 THJM2.4SDS3, THJM2-SSDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/Z020 omFor career Inks to all 88T apprwels rated below, C LIC K HER E For additional Information regarding Florida's atatewide Product Approval System and Msna-Dads County Notice of A000ptance (NOA). CL ar_K H.ww. FL#MO46S-R8 JAY Product Model. Number or Name pmdygjDescription 1 ST, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Comprossbn/Tenswn Strap e DSP, SSP, TSP Stud to Plate to 7 HI, H10A, H2.6A, H3, H8, H7Z, H16, H16S, H18-2, H18.2S HutricansTles 8 HOT-2, HOT-3, NOT-4 Heavy Girder Tledown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2.2-SDSS, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoo 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Tw4at Strap 13 HTSOI SKTZ, HTS020KTZ Heavy Twlst Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9. LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149,LST173 StraghtStraps 17 LTB20, LTB40 Bridging 16 LTS12, LTS16, LTS18, LTS20 LightTwist Strop 19 MGT MediumGirdarTisdown 20 MST27, MST37, MST48, MSTW, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC26, MSTC40, MSTC52, MSTCe6, MSTC78 Straight Straps 23 MSTC4893, MSTC8883 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTISO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10-12, NCA202-12, NCA2x8.16, NCA2x10-16, NCA2x12-16 Bridging 27 RCW812, RCW614 Wall Bracing 28 RPS18, RP822, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6. SP8 Stud Plato Tie 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, S82.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST6236 Straight Straps 34 TB20, TB27, TB30, TB36, T842, TB48, TB64, TBBe. TB80 Tension Bridging 35 TW810, TW812, TWB14 Wan Bracing 36 VGT, VGTR, VGTL Variable Plato Girder Tiedown 37 WB106, W8108C, WB128, WB128C, WS143C Wall Bracing Product Descrlotlan 1 CBH2.374.5, CBH2.37063, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63S09, HGU5.25-90$ HGU5.50SOS, HGU5.62SDS, HGU7.00•SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Raker Hanger 5 HHGU5.25SDS, HHGU5.50-SDS. HHGU5.82-SDS, HHGU7,00-SDS, HHGU7.25SDS. Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS2&2, HHUS28.2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.26/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU20.2, HTU28.2, HTU210.2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer-Rostraird Variable Pitch Connectors Valley Truss Clip 10 H0001.81/gSOS, HUC01 81/11-SDS, HUCO210,2-SDS, HUCQ210-3-SDS, HUCQ310- SDS, HU00410-SDS, HUC0412SD3, HUCQ5.25MS0S, HU005.25/11SDS, HU00610- SDS, HU0Qe12-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12130rl020 For ck" Inks to sit GOT approvals Iste4 below, CLICK HERr For additional information regarding Florida's Statewide Product Approval System and Mami-Oade County Notice of Acceptance INCA). gj(CK NERE, FL#11468-R5 ,�� ProduModal. Numbergr Norma Product Description 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRS6, HR58, HRS12 Strap Ties 3 HUCO210.2-SDS, HU002103-SDS, HUC0310-SOS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGSH4 Joist Hanger 5 TH002-SD83, THGQ3SDS4:5, THGQH2-SDS3, THGOH"DS4,5, THGQH4SDS8 Joist Hanger 6 THGW3.3, THGW3-4, THGW4.3, THGW44 Joist Hanger FL#11473-RS Ad"Product Modal. Number or Norma Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H18S, 1-116-2, H18-2S HurricaneTte 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 8 HGAM10, HMO Masonry retrofit connectors 7 HHETA16 HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2 5, LGT"DS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, M8TAM38, MSTCM40, MSTCMeO Strap Tie for Masonry 12 MTSM1e, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL*t1498-R8 BagProduct Modal. Num leer or Name Product Das21:11 n 1 DTT1 Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD3B, H05B, HD7B, HORS Bolted Holdowns 4 HTT4, HTTS, HTTS-3/4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#1382&R6 JW Product Model. Number or Norms Product Description 1 SB5/8x24, SB718x24, SB1x30 SB Anchor Bolts 2 SSTB16, SSTB20, SSTB24, SST828, SST834, SSTB36, SSTB1 SL, SST82DL, SST824L. SSTB Anchor Bolts SSTS28L FL#13672-R4 JJIMA Product Model. Number or Name Product Desorption 1 CMST12, CMST14, CMSTCIB, CS14, CS18, CS1S, CS20, CS22 Coiled Straps 2 HRS6, HRSS, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MST128, MST138, Straps 97 mil (12.ga) MSTI48, MSTI80, MSTI7Z SWST27, S/Mb"T37, SIMST45 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps 4 LSTA30, LSTA38, LST140, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 5 LSTA9, LSTA12, LSTA16. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 Straps 33 mll (20 go) 8 LSUBH3.25, SUBH3.26, MSUBH3,25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12, LTSIA, LTS18, LTS20 Light Twist Straps 9 MSTA30, MSTA38, ST0215, ST6224, STO. ST1Z ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 10 MSTC66, MSTC78, ST823e Straps 68 mil (14 go) 11 MTS12, MTS18, MTS18, MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps 12 S1BI.5111, S/81.81, S/82.06, 8I1132.37, 3182.56, SIB2.68, SIB3,12, S/B3.56, S/B3.62, S184.06, Top Flange Joist Hangers V134.12, SM4.28, S64.75, SIB5.50 13 3fBA2.12t% SrBA2.12/10, S/BA2.12112, 56A2.12/14, S00,4.18/8, SeA4.18/10, Top Flange Joist Hangers &6A4.18112, WBA4.18/14 14 SfH1A Hurricane Tie 15 0086, SIHO88, SIHDIOS, S/H0108, S/1-ID16S, S/HD15B Holdowns 16 WHDU4, S/HDU6, S/HDU9, S/HDU11 Holdowns 1T S/JCT,S/HJCT Joist Hangers Product Descrlotlon Concealed hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangars avalable in widths ranging from 1-9116'to 3.9/16" and heights ranging from 0-1/8" to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from 1.5M" to 7- NO" and heights ranging from 5.5/16" to 12-7f", Face -mount hangers Face -mount hangers Skewed face -mound hangers available in widths ranging from 3- 1/8" to 6.1/8" and heights ranging from 443/4" to 16.3/4 Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Fax -mount hangers available in widths ranging from 1-9118" to 7- 1/2" and heights ranging from 2-7/8" to 19.1/4 Concealed flange version (H UC) available for all models having width equal to or greater then 2-9118". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12rWM20 For direct Inks to all SST approvals listed below, CLICK HERE Fa additional information regarding Florida's Statewide Product Approval System and Maml-Dads County Notice of Acceptance INCA). a ICr wEaE, 18 54AV1.5e, S1LSV1.81, S/LBV2.06, S/LBV2.37, SILBV2.66, SILBV2.e8, S/LBV3.12, Top Flange Joist Hangers SJLSV3.68, SILBV3.62, S/LBV4.06, SILBV4.12, S/LBV4.28, SILBV4.76, S/LSV6.60 19 S/LTT20, SIDTT2Z, SIHT714, HTT4, HTTS Holdowns 20 S1MST80, SWST72 Straps 118 mil (10 ga) 21 SP4, BPS Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Tes 23 STC,DTC Trues Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#I3904-R5 $ova # Product Nbdel. Numlxer or Name 1 CCQM3,52-SDSHDG, CCQM4.82-SDSHDr3, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, CCTQM4.82-SDSG, CCTQM5.50-SDSG, CCCOM3.62SDSG, COCQM4.82-SDSG, C.CCQM5.6OSDSG 2 ECCLOM3.62G-KT, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G•KT, ECCLLOMD4.WG-KT, ECCLLOM06,500-KT, ECCLRQMD3.,e2G-KT, ECCLROMD4.62G- KT, ECCLROMD5.500-KT 3 HGUM525: HGUM5:50, HGUM7.00, HOU1017.25, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM28.4, LGUM28.2, LGUM283, LGUM28.4, LGUWID-2, LGUM210.3, LGUM210-4, LGUM48, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12(11,25, MSHA3.58/7.25, MBHA3.56/9.25, MSHA3.56/11.25, MBHA3.66/11 88, MBHA3.56114, MBHA3.58116, MBHA3.56/18, MBHA5.80/7.26, MSHA5.50M.25, MSHA5.5W11.25, MBHA5.50/11.88, MSHA5.50/14, MSHA5.50/18, MSHA5.50118 6 MBHU3.5M.25, MBHU3.66/11,25, MBHU3.56)11.88, MBHU3.58114, MBHU3.58/1e, MBHU3.58/18, MSHU6.5019.25, MBHU5.50/11.25, MBHU6.60/11.88, MBHU5.50/14, MSHU5.50MO, MBHU5.50118 FL4f13978-R6 ,§W Product Model. Numbaror Name 1 SDW22300, SDW22338, SDW22438, SDW2246% S17=500, SDV=OOO, SDW22W8, SDW22834 2 SOW019W, SOWC15800 3 SOWH103OODS, SDWH1940008, SDWH19800DB, SDWH1980DDB, SDWH191000DS 4 SOWH274WG. BOWH278000, SDWH27800G, SOWHI271OODG, SDWH7712000 5 SDWS16212, SDWS18300, SDNVS16312, SDWS1840D 8 SOWS19800, SDWS19712, Sl3WS22400,SDWS225O0,SDWS22512, SDWS22800, SDWS22800, SDWS22900, SDvVS221000, SOWS221100, SDWS221200, SDWS221500 7 SDWS22300DB. SDW32240008, SDWS2250008, SDWS2260OD8, SOWS228000B, SDWS221000DB 8 SDWS22312DBB, SDVW322512088 9 SDWS27300SS. SDM274tX)M SDWS27600SS, SDWS276ODSS, SDWS2780OSS, SDWS271000SS, SDWS2712003S 10 SDWV13400 11 STN22 PL#18383•R3 All Product Model. Number or Name 1 AS 16. AS 1885, AS 1888 2 AS 2DHS 3 AS-20 4 ASHP Product Description Masonry Pier Caps Masonry Piet Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Fledge Beam Hangers Masonry Beam Hangers Pmduct Descri Ian Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX HDG Screw Strong-Drive,SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Duels SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Doaariptlon 18 go. Truss Plates 20 go. High Strength Truss Plate 20 go. Trues Plate Hinge Plate Connector 1`11.015730-R4 fin! Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GOPM-50, GDPM-75, GDPM-100, GOPS, OW-60, GW-76, GW-1D0, GTH Goo -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12fOW20 For direct Inks to all SOT approvals rated below, CLICK HERE For additional Inramat1w rwardlno Florida's Statewide Product Approval Snrstem and MsM-Dade County Naaoe of Acceptance (NON. CLICK HERE 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3- 9/18" and heights ranging from 4.5r18" to 11". Concealed flange version (HUM available for models having width equal 10 or greater than 39/18" 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1.71W to 3- 5/8" and heights ranging from 9-114" to 16' 13 LOU3.25SD8, LOU3.63-SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z,LUC2IOZ Face -mount hangers 16 LUS series hangers Faowmount hangers available In widttts ranging from 1-9118" to 4 518" and heights ranging from 3" to 10-15119'. 17 MQU3,63•SDS, MGU5.2&$D8, MGU6.60-SDS, MGU6.82-SDS, MGU7.00-SOS Fsoo-mount hangers IS MIU series hangers Foos -mount hangers available in widths ranging from 1.9116" to 5. 118" and heights ranging from 6A&18" to 19 117'. 19 MUS28, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available In widths ranging from 1- 9/16" to 3-9/16' and heights ranging from 3-1118" m 13-3/4" Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange Is concealed, 21 U series hangers Face -mount hangers available in widths ranging from 1.9/18" to 8"and heights ranging from 2-SM"to I1.1/4". FL#10067-If8 sic!! Product Model. Rum bar or Name Product Dascrintlon 1 SA series hangers Top flange hangers available in widths ranging from I -Wl "tD 7- 118" and heights ranging from 7-118 cr W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 118" and heights ranging from 9.1/4" to 24". 3 DGF series hangers Top flange, hangers available in widths ranging from 1-1 rY' to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 518" and heights ranging from 9-1 W to 24", 5 E-05, EG7, EGO series hangers Top filings hangers available in Widths ranglrig from 5.1 /4" to 8- 7/8" and heights ranging from 11"to 32-1r2". 6 EGO series hangers Top flange hangers available in widths ranging from 3.6/8" to 7- 1/4" and heights ranging from 11-114" to 32". 7 GL.S series hangers Saddle hangers avalisble in widths ranging from 3-114" to 6-718" and heights ranging from 8.112" to 28". 8 GLTV sense hangers Top flange hangers available in widthe ranging from 3.14'to 7- I/8" and heights ranging from 11" to 32' 9 HB series hangers Top flange hangers available In widths ranging from 1.9118" to 7- 1/2" and heights ranging from 8" to 3(7'. 10 HGLS series hangars Saddle hangers available in widths ranging from 5-1W'to S-7/8" and heights ranging from 10-1/7'to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 M' to 8- 7/8" and heights ranging from 7-1/2" to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14" lo 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2.5118" to 3 W18" and heights ranging from 1W th 28". 14 HUCTF series hangers Top flange joist hangars available in widths ranging from 31 /8" to 38118" and heights ranging from 5.36'to 13-1W. 15 HUTF, HUCTF series hangers Top flange hangers available In widths ranging from 1-9/18" to 5- 1/2" and heights ranging from 3-7118" to 15", Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9/1 e". 18 HWP sarNs hangers Top flings hangers available in widths ranging from 1.9/161' to 7- 1/8" and heights ranging from 5-3W to 26'. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 5-3/8"to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1.9118" c 3- 5/8" and heights ranging from 9.118" to 16'. 19 J8 aeries hangers Top flange hanger available in width of 1.9118" and heights ranging from 5.3/8" to 7.114". 20 JBA series hangers Top flange hangers available in width of 1.9/18" and heights ranging from 9.3116" th 13-1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 For direct Inks to all SST approvals Rated below. CLICK HERE For additional information regarding Florids's Statewide Product Approval System and MaM-0ade County Nodes of Acceptance INCA), �. 5 SET-XP Adhesive Anchor for concrete 8 Strong-Bok 2 (STS2, STS2.4SS, ST824SS) Strong -Bak 2 Wedge Anchor for concrete available in carbon Mel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, TH0-1-143S, THD-H8SS, THD-CS, THD-CS88S) Than HD Heavy Duty Screw Anchor for concrete and masonry avalable with hex head In carbon steel and Types 304 and 316 stainless stool, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37834RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Tian HD Threaded Rod Hanger (THD825158RH, THDI33715SRH, TH037212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH, TH010212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLN16230-RO a 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Soft 2 (ST82) 5 Then 2 (TTN2) 6 Titan HD (THD-H4SS. THD-HBSS, THD-CS8SS) 7 Then Turbo (TNT) PL#l9937-R3 j,�g,)j< Product Model. Number or Norma 1 X3481018-SK, X1 S101e, X1 81 0104K, XOI S1018, X01 81 0104K 2 XLQ114T1224,XLQI1491224"2K 3 XMQI14SI224, XMQ11491224-2K 4 XQ114S1224. X011481224-2.5K XI14S1224, X.0112S1224. XQ11281224-2K 5 XU34S1016,XU34B1018SK FL#38320•RO aSSg.g Product Modal. Number or Name 1 OSSCB43.51 DSSC848, DSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FCB49,5, FCB411.5 3 FPHSD34S1018,FPHSD3481018,FPHSD34B1018-5K,FPHSD34S1214, FPHSD3481214, FPHS03481214.5K 4 LSFC2.25, LSFC4 25, LSFC8.25, SFC2.25, SFC4.25, SFC8.25 6 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC8.25; MSSC2.25, MSSC4.25, MSSC8.25, MSSC4.26KW, MSSC62514W 6 RCKW3, RCKVv6.6, RCKW7.5, RCKW3S, RCKW5.5S 7 SC843.5, SCS45.5, SCS47.5, SCB49.5, SOB411.5, MSCS45.5, MSC847.5 8 SCS32-5197, SCSe2-6NT SCS62-5/118, SCS62-51118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 S893.518 12 XLSH34B1414,XLSH7881414 13 XQ1S1018, XQ181016-4K, X01S1214, X0181214.3.SK, X078S1224, X0788122431(, XQ114S1224,X0114912242.SKXQ112S1224,XQ112B1224.2K,X3481018-SK X1S1018, X1B1010.4K, X1S1214, XIS1214.3.5K Product DaaerioNan AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Srong-Bois 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Then HD Heavy-DutyScrew Anchor for concrete available In 304 or 310 stainless steel with hex head, and 316 stainless steel with countersunk head, Then Turbo Screw Anchor for concrete or masonry Product Description #1 D-18 Strong -Drive X Metal Self -Drilling, Topping Sere" with 03 Drill Point 012.24 Strong -Drive XL Large -Head Metal Self-Dillling. Tapping Screws with 06 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Soh -Drilling, Topping Screws with #5 Drill Point and Medium Diameter Hex #12.24 Strong -Drive X Metal Sag -Drilling, Topping Screws with #6 DNII Point #10.16 Strong -Drive XU Metal Solt -Drilling, Topping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Ftxed-Clip Connector #10-1a and #12-14 Strong -Drive FPHSD Framing4o.CFS Self - Drilling, Tapping Screws Stool Framing Connector Steel Stud Connectors Rigid Knee Wag Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Sloe] Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Dave XLSH Shouldered Self -Drilling, Tapping Saews #10-10, #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws ^W' W L nC ^� _ O ^ \ }sou �w \a/ C1. O O C .0) con- U 4.5 cn -N ICU O21 C O C O q O O LL CU _ L_ 0 H -Q � U �.. Z W J R�9 > O o ¢ o V CS. M flr) co [ u-, G• fie C y.� dV L di CM 10 Q !V G N � Q (p as im 7 � C � T J3 E 0 v v �F^�1 rW i CD ca O L- CL CL o< U ^0 i.i V M W n� I L_ ICU LU Q Z Z Q J d SHEET N0. PA 13 Cn p N U MIAMI• rx COUN tY PRoDUC.TCettP"iJ6 OL SECTION PGT Iadastries, Inc. FGT lstdnstrrr PGT lad tsttrie% Inc, Q 'v N O 11805 SW 26 S%%K Rom 208 NOTICE OF ACCEPTANCE: EN IDENCE SUBMITTED t, , NOTICE OF ,ACCEPTANCE: EVII3ENCE SUBNO TTED � CL C CU D>�e►B 1Lel+t'roF ilEGttr roltYAxn ECv�c1�i�C aESOU��S t3 i RsosWr 33173-2 t�4 NOTICE OF ACCEPTANCE: LXWENCE SUBMITTED v� '''' .� n Aam CCOX AnamvtsrA7QootrDrvism i (M) M-2M F (MI6) 315-2599 1. Evidence suipmittod under previous NOA D. QUALITT' ASSURANCE 0 U) � st OF ACCEPTANCE (NOA) �r�ra.aoSWMMkJtWhKoaoas A. DRAWINGS B. TESTS (continued) 1. Miami DiodeDepartment of Regaalatoryand F.troaontic Resarrces (RER)_ o -a GThd l?GT Itatdusuies, Irmo. 1070 Teelaadogc Drive, 1 _ Mamrfacttmer's die draw and sections. 5. Test report on 1) Air � Test, per FBC, TAS 202-94 p p E' North Venice, FL 34275 (Subi'w4ed under?VQA N& Il-0107. 04) 2) Unifbma Static Air Pile Test, per FBC, TAS 202-94 E. DiATERb+1L CERTIFICATIONS C Scam: 2- Draining No. hW5570.0, titled `°'Vinyl Sliding -Glass Door NOA (ice)", sheets 1 3) WaterRe�amee Test, per FBC, TAS 202A4. 1. Notice of Acceptance'No_ IS-Og28.14 issues! to Vision Extrusion Limited fortheir *'Whke cD 0 � o CU Thus NOA is being issued vmarier the.applicankrula andrasga stuaaos governing the use of,eonstruct nmataiala. The through 21 of 21, egart9d by mastitfaa:ttuet, dated 10R35/15, with revision A dated Miss& Test FBC, TAS 201-94 `li act P� Ried PVC Exterior Extrusions for Windows and Doors", dated 0&13115. 0973lU19. U) -0 E N O dacrmueattat>ionsubmsled revi+ew�aatandsccrptaedby av,RER-idoctControiSectionioo hfmi-prate C beus+edits I3a aad:Qtl ueasvrh�e silowedbythe. tosuyHan►i�7 ,m fAi and seabed b A- L Miller, P.E. 04t�05n7, signed Y llrm 5) Cyclic Wind Pressure Lo�adingper FBC, TAS 203-94 6) Foxed F.tlttyTesi, per FBC, TAS 2L12-94 Bra g on 2. Notice ofAcceptasocel a. I6-0924.@8 issue to Vidon Extrusion Limited fortheir "`V Ln (D O Q CD }„ This.NOA,dall not bevalid aflerdwexpar*= date statedbeloAw. The Miami -Dade County FroductCantrdSec twan B. TESTS along wit imbed-W drawings and installation diagrwn of myl sliding glass door, pneparad 100 Ton 202 and lighter Shades(Kon-%bite) RiodPVC Exterior Eztrasioas for I— � .� Cn Q (In Kaud Dade County) aao,*ori a AM (;ma areasot w fiLaaldiami Diade:Coaaty) res erne the right to have this I_ TeA report on 1) Utufatom Static Air Pressure Test, per FBC. TAS M-94 by Fenestration Ted Lab: Inn, Test Rgxxt No. FTL 8.W; dated 110Y15, signed wd 'S' Indows and Doors" dated 12109g6, expiring on 1229.21_ product or audwd tested fat quality assnranccpuqKmm. ifthu pvodoct or materW lib to peat =ilk &e accepted 2) Large Fissile Impact Test per FBC. TAS 201-94 sealed by Idaltais Orttga, P. E.. (Test report revised on 12104115 and 02JI 1116) 3_ Notice of Accepta nce No.15-0528.15 issued toVision ExIms ion Limited for their manner, themamdadtuer will iacur &e expense ofsuahtesting and the AHJmay isumedimelyrevoke, modify, or 3) Cydic Wind Presswe Loading per FBC, TAS 203-91 6. Test report on 1) Air Ilion Test, per FBC, TAS 202-94 -Brown Coated (Painted or Laminated) While Rigid PVC Exterior Fatrusions for suspend the use of such pt°oduct or malerid within their jurisdiction. RER reserves the n*t to revoh* this along `vuitlt-W dravvings and inualktton diagram of vinyl sliding glass door, prepared 2) Uniform Static Air Prassnre Test, per FBC, TAS 202-94 Windows and Doors7% dated 08113/15, aq*iag on 0930119_ acceptance, dit is detained byhfiami-Dade County Pm dwt Cm*ol Section that this peoduct or mnaksial faits to by Fenestration Testing Lab, Inc:, Test Report No FTL 8717. dated 12107/15, si r and 3) Water Resiamme Test, per FBC, TAS 202-94. 4. Notice eAccepta n e No- I"n2.02 issued to ENERGI Fenestration Solutions USA, meet the regnkements of the applicable- building code_ This product is approaedas deseribedbesei n eadhag been designed to caaVly wilh the Flonda; Building Code. mated by lda�is Ortega, P_ E. (Test seQa�rt revised on 021I5116 and 022411 try 4) Laarge Missile Imp�c�t Test per FBC, TAS 201-94 Inc_ for their `TAN 3040 and Shades(Non-While)PVC Exterior L Extrusions for ►sus and Doors" dated 6; g on OZr1Sohit. including the Hight Velocity Hu a zone_ 2,. Ted reporton 1) Air Infiidation Text,per FBC, TAS 202-94 2) Uniform Static Air Plea ee Test, per FBC, ETAS 202-94 5) Cyclic Wind Presses Loadingpe r FBC, TAS 203-94 airing withm�admid-up drawing and ingaliation diagraun of vinyl sliding glass door, pee mod to EN 5. Notice ofAcceptance No_ I6-0712.44 issued to ENERGI Fenestration � USA, tance DES�CRIMON: Series "5570/27.70" Vinyl Stirling Glass Door (Rcinferct* wAaro90R & 10 carnemLML 3) W,at+crResi�atuoe Test; per FBC, TAS 202-94. by F�atiasi Testing Lab, Inc-, Test Report No: FTL 9552, dated 12/M5, sad and Inc. for the w "Bronze and Ligliter Shades of Cap Coated Rigid PVC ExUrior AMOVAL DOtCUOKYE Drawing No. & -5570A RevB, titled "Vinyl Sliding Glass DoorNOA (LM),', sheen 4) Laqw hfiLsilc 1mpad Test per FBC, TAS. 20I9�t scaled �' Itla3mis Ortega, P. E_ (T�' t revised orrt 02n 52016) Extrnraons for R'indows and D�aaars"' dated 09115116, ermg on 04/1t3J20. I 21 of21,prepared bym , dated 10/05,`l 5 and last revised on VA1121, signed and sealed by 5 Load igper Cyclic Wind Fresstn�e FBC, TAS 203�4 7. Text report on 1) Uniform. Static Air Pte me Test, per FBC, TAS 202-94 6. Notice ofAeceptaa,c�e No-1b-i1712.03 issued to ENERGI Fenestration Solutions USA, A. Lyme M ff, P.E., bearing me Mism Dade County Product Control Revision sump with the Notice- of 6) Fatted Entry Teed, per FBC, TAS 202-94 2) Large Missile. Impact Test per FBC, TAS 201-94 Inc. for their -R�r Rigid PVC Exterior ErnvAons for windows and Doors" dated Acceptanceamimand expiration date byihe Dade CountyProda�ctControlSection ailing wrt3r r>narbed�rp drawings and instalaton diagram ofvinyl sliding glass door, prepared 3) Cyclic Wind Fressurc Loadingper FBC, TAS 2039a4 08/10117, on02128n8. ?1'IISSiLE IMPACT RAT11tG: Larg;� and Staaaan 1ltfissile Impact Resiastanc X. Ust mEItions: byF Testing Lab, Im, Test Report "No- FTL 8546± dated 11�'06J15, sib and along wide deed -up drawings and installation diagram of vinyl sliding glass doa, d 7. Tat reports No(s). I0-002-792(A), 10-06-MO527, 535753-09. per ASTN E-84, h _ See tank 1(sheet 7, and table 2 (extent 1) a&or applicableSt r3) unit sizes, design pressures, rsi Orceaneats types- sealed by idaltsus Ortega, P_ E. (Test report revised on o i mn6' and 02111 /Zti16) by Fenestration Testing Lab, lnc., Test Report No. FTL bi38 (samples A-1 thru A-22), dated ASnI W 1929 and ASUM43 5. ustyed by EXOVA to Vision Extrusion for cellulosic glass types, sill riser (see tablea:B-1 & B-2,sheets 7-8) and anchor layout sheets requirements in 11 thru 16_ 3. Test re�art an 1) AirI�lttation Test, per FBC, TAS 202-94 2) Uniform Static Air Presstue Test, per FBC, TAS 202-94 11119�'10, sgr�d and sealed by 3otge A Gansu, P. E. {Subxtitk� rrntle►NO.r11!'& 11- Ole 7 04) composite material (Submitted under N0.4 No. 11-OI 97. 04) Z 2. R* d White PVC, Ten (Non -white) Rigid PVC andBarovam totted (Painted or laminated) write Rigid PVC to be labeled per nderenaed NON arequftmests_ 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) As Ini'tlmion Pest, per FBC, TAS 202-94 S- Notice of Acceptannce No.14-0916.11 issued to Ku a my America.. Inc. for their I 3. Egress opetabladoors must congalywi:t'h nun clear width or heigbt per FBC requiremmt, as applicable. 4) Imp Missile Impact Test per FBC, TAS 201-94 2) Ur dbun Static Air Pressure Test, per FBC. TAS 202-94 "SeatnrGlasg (Clear and White) Interlayer", expiring on 07/04/18. 4. Podiet walls under separate approval, to be reviewedbyBuilding offiicial. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistame Test, per FBC, TAS 202-94. 9. Notice ofAcceptance No. 16-1117.01 issued to Kuway America. Inc.. for their `Tresifoit8 LABELING: Each unit shall bears pesn m nt label with the nsadactureesnsaw or logo, city; state and series aed d} Forced Entry Text, per FBC, TAS 202-94 4) Large. Mtge Impact Test per FBC, TAS 201-94 Ultraclemr. Clear and Color M B Inwrlaym", cq*ing on 07/08/19. following datesnest -Dade Caunlp PmdactComrol Approved",notaed riereuL `W � instaRlatim diagrarnaftinyl Aiding 8 prepared 5) Cyche Vlod Piessure Loading per FBC, TAS 20344 RENEWAL of oils NOA shA be con 4a ed a$er s renev ad appha tion has been filed and there has beenno ffiepetfaarnara� &KL by Fenestration Testing Lab, Inc., Test Report No FTL 8471 darted i M14115, signed and sealed by Idahrns Ortega, P. E. (Test report revised an 0211526) 6) Forced Entry Test, per FBC, TAS 202.44 along withmadmd-tip drawings and installat on diagram of vinyl sliding glass doer, prepared F. STATEMENTS � Statement ex ofconfotmaaax FBC-5 Edition 14 and FB-6e*EcHtiayn 1 • � R'� f � ) C clump in 1he ap�dbdeba�iag codaeinepdwiyaffictmg oftltis pro TERMLNATION ofthis NOAvrvill. occur after ibeeaspirat imdateor if thasre basbem a rec+isiorr ox cbaage in 1e 4. Text report on 1) AirInfiltration Test, per, FBC, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (2017j, issued by manufactrmer, dated 09114117' 43ed & sealed by Lynn Milks, PY_ materials, use, andbsmamifictare ofthe p ud or process. Mouse ofthis NOA as me atsennrm ofanyprnciact, 2) Uniform Static Air Pre:sswe Test, per FBC, TAS 202-94 12/06110, signed and sealed by Jage A Cau.so, P. E. (Submi od under Nt7! AT& 11- 2. Statement letter of no financial interest, dated 04/1 &17, issued by tnarrotfaehnu, signed fen sales. advertising or � affierpnrpomshmD avtamat c ally tesrmissale this NOA. Fadura; to cotraplywith say 3) Water Resistance Test, per FBC, TAS 202-94 4) Up MlA& Isp t Ted pet FBC. TAS 201-94 010%09) &strolled by Lynn Millet P E.. 3. Imo[ of tab compliance Part of the above test reports. section oit6ss NOA *Abe trust for won and re=w al ofNQA. AD%T_RT err: The NOAnunim preceded by the wands ode County, Florida, and followed bythe 5) Gyt k — Wield Preswe Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No.17-0387, dated 05M5/17, signed by Ishaq Cbanda, P.E_ expawbondalemaybediVbyedian adva tsmgMeniimre. IfanyposlionoftheNOAis displayed, then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 1_ Anchor veffication calcuiatiotis.and ,s l analysis, qDmpb* withFBC-2014, done in its entirety. INSB'ECTiON: A copy of this eattiseNOA shall be provided to ti» by �e ctatrter or its distrrbatas and along with matted -rep dtrawi p and iiMallatwn diagram of vmyt sliding glass doers, papated by Fenestration Testing Lab, Inc., Test Rt No. 1�TI.8448, dated 13104i'i5, signed azyi prepared by PGT, dated 12109n 5a>� last ��iged on 0211511t5, signed and retied by Anthon�jrl. ii11, P E. (Stt6mRdc�d #nit NUA l'w'a 13 II1017i,1. G. OTHM l.. Notice.of Acceptance No.15-121tk.01, issued to PGT Industries, fortheir Sexier "5579Y2770" shall be avwlable far at the job sixth at t w i e;giaeat of thaeBusTdiratq OMcial. scaled by Idakms Ortega, P. E. (Test repot fete on 01r� 46 and 02111/16)_ 2. G1a�ing �s withASTMS-1300-09_ t`�' �r� V iuyi Sliding Glass Door (Reinfomed) - L.M.L , expiring on 04114121 _ . � N Tlas NOA revises & renews NOA *20-0429.05 and raesist of thispaage I and esideuce pages E-1, E-2, E-3, E.4. ' I,.d 1. [ � r,,l., i n � ' �� � L, �? e E-5 & E-�6 as wells approval docuomwt mentioned about- Isiaq L Mazda, P.E. ldmq L Gunder P.E. n.1r. Ishaq I Chasdaa, Par. � cr) �, w The submitted docmnearlattwn was reviewed by IsUq I Chiranda, PE. Produt Control Lait Supercimr Prodoet Coatd Uatt Supervisor Froduet Control Uaat Supervisor o o w NOA N&114200.03 Esgiro ass Dsto: April li, 2026 140A No. 214205.03 Ezpieation Date: Apra714, 2826 NOA No. ;1-8205.63 Ezydrstlan l?ato: April 14, 242t NOA No. 21-42e3.63 Ezplrat;oa Date: Apri124, .026 W ' = CD C-, i s �!� +� �• Approt al Date:lriarek 2S, 2021 Approval Dare: Aiarc>t 23, 2021 i ' Approsal Darer Mareit .s 2821 Approval Date: bLrci 26,2021 U_ °u°- xC)_N Pate 1 E-1 E ., E M v .N TJ N L b to CC y 4 r N ]C - d G N - rL+ G E L G N O r1 3 /o a.. IG 61 JP y CP 1✓ w a - 42 G E � o o„ u 0 PGT lndnstries, bK. CGI Wmdows and Decors, Inc. PGT Indnntries.Ine. NOTICE OF ACCEPTANCE: EVIDENCESUBAETTED NOTICE OF ACCEPTANCE: Ei7DENCE SUBMITTED NOTICE OF ACCEPTANCE: EVJDENCE SUBhi1T`IED 2. Evidence Submokted render- previous submittal E. MATERIAL CERTIFICATIONS (condone) 3. New EvMewe Subu cited 5. Quatnex Part Sum ,der. S� complying with ASTM C518 Tlta m al Conductivily A. DRAWINGS 0-991 BTU -in/ hr. V -F, ASIM F 1249 "'O VTR Pass, ASTM D3985 Oxygen-P� ASIM E A. DRAWINGS 1. Dtawing No. MD-5570.0 Re rB, tilled "Vinyl Sliding Glass Door NOA (LW, sheets 2190I.G_ Durability -No Fog -Pass. (Sub h*d under prep iaus NOA Ma ls-0404 ns) 1. Drawing No. ND-5570.0 Re`- B, titled `Vinyl Sliding +Glass DoorNOA (LM)", sheets 1 1 throngh 21 of 21, prepared bymanatfactuces. dated I OM5/15 and last revised on &rough 21 of 21, prepared by manufacture, dated 10/05115 and last revised on 02101121. Cn 042220, signed and sealed by A- Lynn Miller. P E 6. Quane� Fur Outrages) complying arith ASTM C518 T3temral Ceanducti�rby 2?2 BTUan/ 4ied and sealed by A_ Lynn Miller, P.E. L� hr ftr OF, ASTM F 1249 WVTRPass, ASTM D 1434 Argon P Pass, ASTM E Note: This revision cemstit�ts replata�rst of same existing installation varith fiat head- B. TESTS 2i89 I.G. Duraboilit,�No Fog, ASTM E 546 Dew Point Development -20oF in 4S hrs_ 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-994 (SyibmhW under NOA No 1S-0,ft'1# 03). TESTS 2) Ua form Static Air Pet mw Test, Loadingpex FBC, TAS 202-94 7_ Vision Exausinas, Ltd. Parts complying w th PVC-AAMA 303-13, Vo latary SpecificationB• 1. None_ 3) Water Resastaucx Test, per FBC. TAS 202-94 for Rigid Polyvinyl Ohlonde (PVC) Extaenor Profiles four Vision Exhusions, Ltd.-VEX-1 by 4) Lap Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Subnowd under NO 4 Na 1 S- C. CALCULATIONS E 5 C Wind Pmsme i oad' MC, TAS 203-N ) y� >�Pa' along wit& maftd� drawer and diagram of all PGT Iiodustues, Inc. i0;(09 0S) 8_ Vision Extrusions,, Ltd_ Pates complying with PVC-AAMA 30343. (Subm OW under NO 4 No 15-0401OS� 1_ I�%aat =3 O nptesentative -u nits listed below* and tested to qualify Dowd 791 and Dowsil 993 silicones. prepared by Fence Testing Laboratory; Inc., Tess Reports No.: 9- PVC-AAMA 303-13, Voltmtary Specification for Rigid Polyvinyl Chloride (PVC) Exterior D. QUALITY ASSURANCE O � FTL-7897, PGT PW 5520 PUG Fixed Window stri< b in ( proposal), dated 09103114 Profiles four Vision F Ltd--VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regublay and Economic Resources (RER). z U) FTL-20-2107.1, PGT SGD780 Alm Sliding Glass Door (unit 7 in paroposao FTL-20- Certification Ptog"am 2107.2, PGT CA740 Alma Outswing Casement Window (unit gin proposal) FTL-20- 10, Notice of Acceptance No. 18-1217.14 issued to Fstergi Fenestration Solitticw, USA, Inc. for E. MATERIAL CERTIFICATIONS _ j 2107.3, PGT PW7620A Ahmoimme Fined Window (unit 9 in proposal)" and FTL-20-2107.4. pr their "ranIan 3040 & light (non-w h e) Rye Rigid PVC Eaterlar ExIntsions for I_ Notice of Acceptance No.19-0305.02 issued taKnrarayAnteriat, Inc. fortheir PGT PW7620A Ahmilltm Fixed Window (unit 10 in proposal) dated 07/1320, all signed Wisdoms and Doors". expiring on 02/04.21. "Trasifo}S� Lkraclear, Clear, and Color P17B Glass Interlayaete, expiring on 07M24_ O and staled by ldatmis Ortega. P.E. ll_ Notice of Acceptance No.1"].M.02 issued to F.nergi Fenestration Sobtion, USA, Inc„ for 2. Notice of Acceptance No.17-0808.02 ismwd toKarara3 America, 3nc. for their � C- Q their-sealer � PVC Exterfelr Ertruskas for Madows aad.Doori , on ffSmft7GhA (Class ear and White) GlInte�rrlaveri- expiring on07/04123_ 0 C. CALCULATIONS 021203_ 3. Notice of Acceptanw No.19-1106.10 issued to Vision Exrtudons Limited for their ` 3roown O Q I. Awl"Awl"lion calculations and sttuctwai xu4sis, complying with FBC �` 12. Notice of Acceptance No_ 20-1)243.03 issued to Finagi Fern a SahRion, USA, Inc. for `Bronze Coated (fainted or Laminated) Rh3s o Rigid PVC Exterior Exhud for Windows L� EM*a (2020), dated M, 220, prepared by manufacturer, signed and sealed by their & light shade cap -coaoted Rfihe Rigid PVC Eneiior Extrusions for and Doors":, wring on 04130124. U Anthonyl,yitn Miller, P.E. Windows and Doors", expiring on 0411625. 4_ Notice ofAeceptanee No. 19-1 100.11 issued to Vision Extrusions Limited for th& series =3 2. Glazing complies with ASTMEI3@04M, -09, -12 and -lf: " T 1000 Tan 202 and lighter shades (Non-N r%W) Rigaiid Cellular PVC Enerior _0 D. QUALITY ASSURANCE STATEMENTS Ezuvsioas for R3ndows and Doors`, expiring an 12/2921. � O Miami -Dade Department of Regulatory .and Economic Rewurces (RER). 1. 1. Statement letter of oonthtmance to FBC 7A Edition (2020), dated 04.2220, isstued by mamiftictorer, signed and sealed by Anthony Lyra lViiBrr, P.E. F. STATEMENTS E. MATERIAL CERTIFICATIONS 2. Statement letter of no finanwl interest and of independent, issued by manufacturer, dated 1_ Statement letter of conformanceto FBC 711 Edhion (2020), dated 0210MI, iss d by O 1- Notice of Acceptance No.1"305.02 >isstred to Kuraray America, Inc. fortheir 04/lV20, signed and seabed by Anthony Lynn Miller, P.E. mamrfacwrer, signed and sealed by Anthony Lyra Miller, P-E. C/3 "Tro folf Ultraclear, Clear, and Cobr P%B Glass Interlarers", expiring on 3. Private Labeling Agmemeat document between PGT, dated 03/30115 and signed by all 2_ Private Labe ling Aft dated 031M I between PGT Industrick Inc. and CGI }J co 07/08124- involved parties. m iudemvs and. Doors Inc., signed by Dean M. Ruadr., P.E., V.P. Engineering, on behalf of U m 2. Notice of Acceptance No.17-080&02 'issued toKuraray America, Inc. fortheir "SentryGbst 071041-73. both caa"iies. Q (Clear and Whke) Glass Interlayerf', expift on G. OTHERS 3. Notice of Acceptance No. 18-110&10 issued to Vision Extrusions Limed for their L 'Ibis NOA ryes NOA# 17-0420;06(PVTw/CGI) and updates toFBC20220 (71&Ed1donX G. OTHE3.tS `Trown Coated (Painted or Laminated) White Rigid PVC Exterior EMrrusim expiring W-121_ i_ Mks NOA revises & renews NO-02e-o429.05 (P1Aw/CG1),.trepittutg 04114/26. for Windows and Doers", cq*ing on 0913024. 2_ RER Test proposals #I9-115't dateed 0lllO 20 approval by Ishag I- Chandtk PE, ee'g Wag 2. The cr><aertt associated PL.Ar. CGI file #21-0205.01, expiring04/14126. 0L_ CU ;sled �� A. Notice of Acceptance No.18-1106.11 ;ed to E,Limited for their04A4(21- W � sees "VE 1000 Tan 202 and meter shades (Note -'%%`hilt) Rigid CeBalatr PVC j �; t,,, f , �,, n, �. (' �Ia>r: 2 Exterior Exumssiew for Windows anal Doors", cgidng on 122N21. 4 �e Mk islrn L e to P.E, Z O ? Q +Lion P E. q L reds, _J bit" L C ba#a, P.E. Ph"bul COW314 Unit Sepervow Product Coabvt Unit Sopenisar Product Control Umb Supervisor x. oA No. 21 ves.w NOA No. 21-0206.03. Q NOA X.O. 1.1-820593 Expiration Date: April 14,2024 Expiration Dade: April 14,2026 _l Exp radoaDstae AVM 14,1026 Approval Da to: March+ :3, W.1 Approval Date: aiarek 16, W.1 CL Approval Daft lllareh 26, 2021 E -5 SHEET N0. E4 August 10, 2Q22 PA 1 4 e MIAMM MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strut, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (796) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) wwrr.mlamiaade aov/eeonomy Cast -Crete USA, LLC 6324 County Road 579 Selfher, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists ofthis page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. . 1l Expiration Date: 09/11/2023 08�20l2e ZO Approval Date: 0M20/2020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last revision #1 dated Apri128, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS L Test report on,flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 0411 W03, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Maker, P.E., M.S. Pro, net Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" prepared LT4612, titled "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables`; sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P. E , dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS I. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition, 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS C. CALCULATIONS I None 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Mwmi-Dade County Department of Regulatory and Economic Resources (REIN). 1. None: E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108,117, signed & sealed by Craig Parrino, P.E. elmy A. Maker, P.E., M.S. �elmy A. Maker, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA Na 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 O O N O Q oO .� c'ci O p -� O C .O O to O O M U_ p > CU E O � O .Q a ._ CD 6_I— �C z z W J c14 w Cry o s o ti J C 1 m; o 10 N C InN A a d c d $ y .o¢ d >• •ate c E � o 2 u O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS Cn 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS CD 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). L By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -+-0 1. None. 1. None. CD F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of > Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last ..6-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. B. TESTS O 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U Cu m 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). Q E. MATERIAL CERTIFICATIONS 1. None. ~ F. OTHER 1. Article of Conversion for a name change. O C6 w a z Gmelmy A. Maker, P.E., M.S. Cl Helmy A. Maker, P.E., M.S. J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date. 09/11/2023 Expiration Date: 09/11a023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J a E-4 E-5 - August 10, SHEET NO. PA 1.5, 1 L ECO P$UDF]CT�'.ALtrNL7'EE71S>t+aF'Frerxty tD.EnTw.at a eRnDS)t•r9Ev_rcaA'rtn1D>�:T+N'►n'tFio_ zn.rnr.,, 3 1 L ECO mc. iNc. TiLLIT TESTING A ENGINEERING COMPANY ---. 2.2. TEST REPORT$; Large missile Impact and fatigue load testa were performed under Protocols TAS MATERIAL CNARACTERISTICS AND-SPECIFlCATI0N8: Shall be strictly In accordance with f3enansl Notes and Components indicated on TILLiT TESTING a ENGINEERING COMPANY T A. WA rrbe 11tuT 1a , r�,, Tii COR1 PL fn L ), �, tot, 203 as per section 1828 of this Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing A. 1 wr cTER TILLiT, fR, re N rQoo®so).0La PRODUCT EVALUATION REPORT R. P.F LM Milo M16T AL CA L6.rN.L W6719 as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering & p t>o P P Y 9• n9 NiG.W176. Anchor specifications Bh611 be as Indicated on sheets 1, 7 and 21 of HL4A. LIIwIw W.OIOA71F Testing, Inc., Reports # 96-509 dated 08/09/199S. #98-570 dated 09118/1996, 26, of Product Evaluation Document (P.E,D.), drawing No: 20476. pitt'�D_1�CT VALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed. by Hector M. Medina, REPORT NO.: 2g-0727.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No, 7. J IMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 REPORT NO : 28-tf720.01 0219.01-09, dated March 4, 2009, signed and vested by Edmundo Largaespoda, P.E. and Henry Hattem, P.E. 7.1. Shell be stdctty in compliance with General Notes No. 1, a thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. DCM-197 by QC Metallurgical, Ina, dated March 13, 2000, on shoal 1 of 26, as well as General. Notes N 1 thru 4 and 11 thru 18, Indicated on sheet 21 of 26 of Product Evaluation Docurnord(P.E.D.), drawing No. 20.176 PRODUCT SUWCATEGORY: Storm Pan ssla PRODUCT CATEGORY: shutters signed and sealed by Frank Grote, P.E. prepared by T iltaco, Inc, and signed and sealed by Welter A. Tillit, Jr., P.E. PRODUCT SUB•CATEGOIRY: Storm Panels 2J-SM »TURAL ENGINEERING CA,I_CULAMONS: 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Fbrtda Building Code. PRODUCT NAME: 20 "GE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Etod lGti,= MANUFACTURER: Global Proisoli -. •a. 1 r length based on rational and comparative analysis, and in accordance with section 1618 of the Florida Buildi Code. Calculations ng prepared by Tllteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood items structures. 48M S.W. 51 Sheet Ogilvie. Florida 33314 4600 S.W. 61 Street Davis, FWda33314 dated 11/03/09 and 03/12/18, signed and tested by Walter A. Tillit, Jr., P. E. 1 PURPOSE OF EVALUATION; 3. MISSILE IMPACT REl81STANCE: Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: L ThisU a Product Evaluation R Report Issued by Walter A. TllR P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44187), President ofTilteco, Inc. (Florida CA-00007'19). This is a Product Evaluation Report lssued by Walt�MrA. Tlllltt Jr., P.E. (System ID # 0-3, to the Global Probation Products, LLC, Rule sanest No. le 61G20.9, Method 1 D of the Florida Department of Business end 4L WIND LOAD$ RESISTJ�NCE: L�Lu+"""""+,+/ A. 7i k/,> 10 # 1908) to the Global Protection Products, LLC, Rule Chapter No. $1820-3, Method 10 of the Florida Department of Business and Prolasslonal Regulation. 20 Sege Galvanized Steel Storm Panel has been verified to sustain wind �. P . VCEN� %1 Professional Itagulauon. This product is being issued an Evaluation Report as described herein, and has barn verified for compliance In accordance the Seventh Edition of the pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, Ia. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing trio: __ 44167 : �!-' `'� This product is being issued an Evaluation Report as devorlbed herein, and has boon vlerlAed for compliance in accordance with the 2020 Seventh Edition of the t proith Florida Building Coda, and to verify that the product is for the purpose intended the to at least equivalent to that required by the Code. 20.178. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10. 11. 14, 15, 17, 18, 19, 20 26 and 26 of 25, of Product Evaluation Document (P.E.D.), ; STATE OF Florlds Building Code, and to verify that the product is for the purpose intended at 1E1a9t equivalent t0 that required by the Cade. drawing No. 20.178. , OAtR.•.r' This Produot Evaluation Report Report shall lea subject review and revision In cxple of 5. INSTALLATION: """Iau1Nn` This Product Evaluation Report shall be subject to roviewand revision In case of io a Building Code charge that may affect Its limitations and conditions a Building Code rho that affect its limitations and oanditions Y Installation shall be performed strictly in accordance with details indicated an Z. EVIDENCE SUBMITTED: 2.1- PRODUCT EVIDENCE1USIMI tON_ppCl(IM(Elij(p•ED.1: sheets 3 thru 7,10 thru 20, 23, 24 and 28 of 26, Of Product Evaluation Document (P.E.D.). drawing No. 20.178. Minimum separation to glass shall be as D;) Tn LTECO AOMON ArCORDa 1 P. E. REPORT.20 %GLOBAL PROTECTION PRODUCTS, LLC 120 OAOB wLVAMMST�sTORM"XaLADRwGxm•TTe1RePOAT0ZD M0i Z. EVIDENCE SUMMED* Drawing No. 20.176, tilted "(M GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 28 of 26 prepared by Tiltsco, Inc;; signed and sealed by Walter A. Indicated on sheets S. 14, 16, 28 and 26 of 28, of Product Evaluation Document (P.E.D.), drswhlg Na 20-176. 2 i. PRODUCT EVALUAiIOJi(j){�,UttENT (p.Eb.1; Drawing Nip. 20.175, tilted "24 GAGE GALVANIZED STEEL STORM PANEL", Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part GIs Evaluation Report, ��'� iJ( (� •-- `�'P�•�,1GF1J �.!� �`Ip�FT/��T .--� al►P\.-''•�tGEN$c••�9 cheats 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an intearal+�ytlw is Evaluation Report. Qy,,,;... f Td No, 44167 77,E 9M; *, __,..__.. __. � T4 �- - --4+1167 9, * I*E '• STATE OF +r is CORIO ` �•� 167 �; STA F OF WA.',,.s�•,.�..�.O.�'••�L ��,� 6355 N.W. 3bth Sftevt, S1dta 305, Miami, Florida 33166 871-1530 SSi0NA1 �� ^/"„IItI,I,,,+INprd' •......... /�;SS N.W. 36th Street, Sulu 305, B,fia(ni, Florida 33164 - Pls�e: (305) 871 1 ?�Otp �t 531 - rN4,AAQ (305) - A 'r 1 � ' Fll/ll,lllllllll 93) CAST K FOUND ON 11'E OR Ewq DUSTING MALL. ANNCIOWSSSMALL K L�dDD 09LON 10 REACH THE M�Mt STRRUCuRE tPANELS I. SIDRM ►NLL MIOIN ON THIS PRODUCT r^UATION OCCINIOR PEA) HAS BEEN VOWED MR COMPUAML IN ANCHORAGE DWI K AS MEITIDIdp N IF$3 AND N 92). ACCORDANCE WITH THE 2020 (70 WROM) OF THE nmm wiLms CODE (C) jPFf3F7C oWAMRY. C . e� DO M MO LOADS SHALL K DETERMINED AS PER SECTOR 14" OF THE AWK MDIT,ONED COM FOR WWD SPEED AS THC JI/RMOxT10N MOE 1RNTT1[RS WIL K NSTALLLp AND - 1/4 TAPCON ANCHORS, AS WNUPACrllm BY H.T.w. NIAEX, W_ - 1/4-10 PINFSwTE FBA" 10 AND PA/ElAWE PLUS ANC HOR& AS MANUFACTUREDP ELCO CONSTRUCTION PROgICTS 1/.•A //0 SCREWS PER M.OS. FOR A DIIEOTICNAII,r FOM,TOR IW9.05. VSNO AAI.i 7LIE NVD SIIYL NOI fJR.i',EO 11R. WRMM (AS�D.) DOWN PK=M RATINGS 91WCATED ON Daft 7 THFIM 12. 14. M Ik 10 k 20. - - 7/19i , s/B• WOOD On ND. AS DISTRIBUTED 9Y ALL POINT SCREW, DOLT W SPIOCOVY CO. IN OM" 10 VD1IFY THEAB01E COTDRIION, 1AIBIAE "ON WIND LOADS OnEAM91FA PER ABLE 7-19 SHALL K nRS7 R[dCED TO ASD. KMON WOD LOADS BY WILIKYNG THEM W 0.I IN ORDER TO C 1) MINIMUM TH11"M PDOPATION INTO WOOD OF TAPCON ANCHORS SMALL. K , I/2' AND 2* FOR [LCO AANIDlMTE PW9 COMPARE THESE W/ WN. (AS.0) OEM PRESSURE RATOM NDICAM 9N SHOM 7 THOU 17, 14, 10, 16L 19 k 70 AND ►ANRIL IAL FEAMII D. INORDER 101DS R71IFY THAT ANCHM ON THIS PEA. AS /EETEo WOK MET ORION STRESSED. A IM POGROM IN AILONRRE C ) PENETRATION MWIMLIM �I�trOSIUCCO POICTRATION SHMOF K COMfgQm 4i NAT M REOUNEO "DIVIDED ! 1 3'. Iq RIREAOEO STUFOP WIND LOAN wA9 ! = USED IN THEIR ANALYSIS. FASYDICAS SPACING TO wow Ile KEN DETERMINED INACCORDW CE WITH MD.w JOT* C.3) MN3 9AN EDGE OISTAINCE ar LAO $CRE . INTO WOW SMALL.K AS INDICATED IN THIS DAMPING TIOIW PAIK•S IMPACT AND WIND HAS Kill IN ACCORDANCE WTM SECTION 1628 OF IONED CO EA THE ABPIE YENiIOI® CODE M PER t1111MLA11[ ONCIIFEIWNO • 1E3T9D INC.NC. REPOIFLS WON, 99-970 k 96-T30 IAII ENGINEERING O C.4) MINIMUM Pf1E1MIM OF WOOD WLINO SMALL 9E S/B•. 1/4. 0-20 SCREITS USED SMALL K 1 112- LONG MINIMUM FDIESnWDM TESTING US INC,, 01". /2032 k %2129 . AS PROTOCOLS TAS-201, TAS-JOJ AND TAS-203. SMIXIID STUCCO EXIT. AND 1' NLIIIIM FOR YALLS WIM NO STUCCO, TA WELL 03 AS AANICAI IDR W 0/ 41A1T1H FLORIDA AEPORI ID219.D1-O9, AS PER TAS 201, TAS JO2 ND EK 703 STANDARDS. CS) N CASE THAT PRECAST STONE, OR PRECILft CONCRETE PANELS. STUCCO ON WOOD BOARDS K FOUND ON THE 003104 2. ALL ALUMINUMD"OSONS T'O K 0063-19 ALLOT AM YEMPUL (UNLESS OMEMWSs NOTED), SEE SHEET J- WALL ANCHORS 944L K I" ENOUGH TO REACH THE STM WA WtM W" SIGH RAROS. ANCHORAGE SHA L ME AS MENTIONED IN G1), C.E) k C 4) 3 ALL KUWNM SHEET METAL USED AT CIDSURES SMALL WAVE 3100-04 ALLAY. (0) NIGIORS SHALL K INSTALLED FOLLOWING ALL OF THE REOOMWIMATIONS AND ViCFW04 OF THE ANCHOR'S MANUFACTURER 4 ALL 9TEFL MEET METAL PANELS 94L1 MAY[ S1WUClURL 011MlTY S1ffi, AIITM A-933 GRADE 30 IITIIINIM, 6-90 oLVRwttD PM DESIGNATION W/FY. 79 a IN (AiTER ROLIfD). S. PANELS MAY ALSO WE INSTALLED HORIJONWLY FOLLOWING IMSTA"YION DETAILS SHOWN ON KCTCN 3 TMNOUGH 10 (SHEETS 4 THROUGH 9) VICEPT "W WADERS m • ® MILL NOT K USED. 3. ALL SCREWS TO K STAINLESS STTSL 304 OR 319 AIM SERIES OR CORROSION RESISTANT COATED CMSDN STEEL AS PER ON 60019 W/ 9O NO MO STArtg7N AND WT[MSIE SIRDIODH r SMALL COYPI.r w/ FT.g00A BUILDINGCODEATTACHED 9 IT MINI K THE 1ESPONSIBUh OF THE CONTRACTOR TO VDWY THE �tA�NE;S or I NE SIRUCFNB OHM MRATFR a TD K SECTION tot .3.).4 To INSURE PROM ANCHORAGE THIS WiT EA MMLL ONLY K ATTA4IFD To CONCRETE, ROCK OR I000 FRAME SU LDNas. k 90.15 TO K ASTW A-= GALWIIM STEEL. N AS MM 'SERIES STAINLESS STEEL WITH 39 W MGMUM WELD STAIIIEU . 10. FAON R[GUINR WONPA4E1 Nth LENGTHS O.FJI 9'-9 THROUGH t2'-4'. A9 PER SECTIONS 0, a W k 10 AM L1ERIMTM3 Ile, T ANCHORS t0 WALL SMALL K AS FELLOWS 9RI r 1011 ON SAUTS 3, 9 k 12 RESPECTABLY; MW1 NAC A 1,10011 AND WA KY Heal" MANKIND NMWUCTNG DIRER OR TENAMr M VCURE PANELS W N A/PLICARLE REINFORCEMENT DURING PEAIDUS N' HURRICANE WARNING W a 11 THE INSTALLATION (ON WACTOM IS TO SEAL/CkU ALL Mn11TER COMPONENT EDOCS OWN REMAIN N CONTNUWUS GWACT OM - 114-0 TMCOH ANGIORf AS MANUFACTURED BF I.T,W- BUoUXX INC. (MM. F4-3192 pI.,J M NRDIMG To PRCIETIT WIND/RAN 11 MISIM. - 1/4• • . 7/9' WIF-N ANCHORS• AS CT110 eY INC. (AN. 1'? N.) PORNOMILT A S CIp. - 1/4.0 / 3/4• SOUC-SET AI/GIOR3. AS OISIHI19UtED m All FONT SCREW, f101.7 r SPECtKtY CO. 0131* I 12. STORM PAID. WMLLAWN MWL COMPLY WITH SPECS INDICATED N THIS DEAN" PLUS ANY BUILDING AND ZONING KNL.AM" (W.. fc.300o RJRJ PROVIDED WY THE J1alISOKTON MHDE PERMIT K APRJED 10. - (wk. 1 PNEWATE FOANE IO 1 PAIEIIMTE PLUS ANC14DR9. AS 1441A1fACililRm N D.CO CONSTRUCi,ON PRODUCTS. (1 paL) 13. (A) no PRODUCT EVAUAMON OOCWFNT (PC 0.) PREPARED VV THIS ENOWER IS ODETIC AM DOES NCR PRONOL INFORMATION 0 Dr.3Je0 - I/4'0 Cr TA?-ORp HIf,NpRS. AS YFNUfAC71AEp sr TNU-F761 CORPORATION (rc.•3A00 ..s.1.) FLOP A SITE SPECIFIC PROJECT, i. WHERE THE SOE CONDITIONS CEN,TE FROM THE P.EA. A.1) MINIMUM DISED ENR OF TAKON ANCHORS INTO POURED CONCRETE MIAIL K 1 3/4': 2' FOR F*41WTE FEMME T PRODUCT Or VMS (►) IIA MN1 THIS'40. PI A-WD K RESPONSIBLE�MRIDOp iiI TIME CO VCTION PURCHASE NO IXIM ON DINGUAXIC WE OCUMENT ID AO PANEMLTE PLUS AND 1 1/4- FOR CF TAP-OWP ANCHORS, COHSIRICTION SAFETY AT SR[ W THE CONmMCTOR'S RDPONSIILIT, A2) CLIt-UI r ANCHORS TOP NPD THE NO EMKWEtC INTO 9E1PERMITTED, (ra n13 F11000Cr EVALUATION DOCUMENT MAR K CO,/MOEWm INVALID If A1009MD. SMALL4* 0 0 CREWS U G MINIMUM iTVODD SHALL K PEAMmF®. TN• ado x7Ews LISW Mw�L K I 1/S" Laa MNMUM MaUID mN.w EXIST. 11r LONG NO I• MNMUM FOR MAULS WITH NO STUCCO. AND MAT K HEADED SOW" OR ALL THREADED SCPOR9 w/0 HEAD, id) SITE 9PECPIC PROJECTS SHALL K PREPARED n A FLORIDA 1RA0STDIm U40I MM OR ARCHITECT WHICH WILL KCDME THE OUT WON WING NUTS. EMMM Or ROCON (E,OR.O FGE THE RIOJFCE AM 00 1Wµ K R SIA)MVDLE FOR THE PROPER USE N THE P.E.D. ENGINEER RECORD. ACTING A3) N CAK THAT PRECAST STOW PRECAST CONCRETE PALIIE1S, PAVERS, STUCCO N WOW 0040" K FOUND ON THt Or AS A OaMTED EN04M TO THE P.E.O ENOIEER, MMLL SAA9M1 TO "a LAMP THE SITE SPECIM DRAWINGS FOR KWW. OOSENG TALL OR RODE ANCHORS SMALL K RCN• ENOUGH TO REACH THE MAN STRUCTURE MOM SUCH PANELS ANCHORAGE MMLL K AS MENTIONED N At) AND N A2). (F)6mmmMT CARE AND 90NONL SEAL Ap MIMTURE OF Rd PROFESSIONAL 1 (B) to FWReTre o9NOrTE R,Oe. L pmN e-50. - 1/4. 0 TAFCOM ANCHORS AS MANUFACTUREDN 1 7. W @ULMX, NC. 14, MHUM MANUFACTURE" LAM SHALL K LOWED ON A READILY WMWE LOCATION AT STORM PN*1 SHV"M N ACCODAHR WITH SECTION 1709.9-3 OF FLOEM FUILDNW CODE. ONE UKL Y1 4' 0 . T/9 OWH-N ANCHORS. AS MAUNACRRED N DLWALT W. (MN. 1` -1000 P...1) M4L1 K PLACED FOR pEDY OPDW* UKLNO TO COMPLY WIM SECTION IT09.9,2 OF THE '0 , 3/4- BOLE -err mom. As Carmsun eY ALL POW SCREW, WILT k S►EC4ILTY CD. - 1 4BOL FLORIDA BIALON6 CODE (MN, 1'IMIWOOD prU.) - 114-IG FIFELE FEMME IO AND PANEIAMTE PLUS ANCHORS, AS MARUFACIURED BY nC0 CANSTNUCtION THIS CONFIRM SMALL ONLY K I1BED TO PRODUCTS (MN. 1.207, RR.,.) MINA MAN PEpBiS N THE S hyt Oi 4+ - t/4. 0 OF TAP -GRIP ANCHORS. AS MNUFACTIA00 BY TRM-FM CORPORATION ��F A• r/ l D.I) AIIIrNAA ELtBD11OHT of rMDOM ANCHORS, OCO p/FdLMA1Es AND a rK-GNR AKN011. 0/10 M[ JC MORIOA BULLONO CODE 10 h Val"I NMrrbA RGCX UNIT SWILL K 1 1/4•. .soil IL19Fa FIL 20 eACE GALYAIatiD BnzL S101a1 MIW. Ne. 4 1 i 9.2) CNR-N k SGD-SET ANCHORS SHILL K DEEMED 7/r INTO THE CONCREM KOOK UNIT NO B7 INTO ETUCCO SHALL K POMIITTED. t/4' 0-20 SCREWS USED 9wL K 1 1/2' LONG 119SIA1lU .._.? PROTECTION PROOUCTSI U.C.R EMT. AND 1• UNA" FOR WADS Wn H No STUCCO. -- D wP 1 ACMMW'D I \ 1 2 IL f 8 I. I 1 � 1 I i OONd:tE q1 E .r I I ! CONCRETE KOMI ED. 91opt , CONDOM AIb1AlM / BMpOBMWO I/ SRI,r—' a HYM1, w O o.4 offm 9 TTWW n MIIP y9-1 INSTALLATION DETAILS FOR REGULAR PANELS(I...& IIA ajylQ EXISTING POURED CONCRM OR CONCRETE BLOCK STRUCTURES t WD"C'„Eam AC qLf FoFptppEpTW,E uoim''''''��� lTKts 0I 7�- iMMUANN 0)-- C. -�....UI \•• 1 �. 97iYLJ 1 TT1 W R L. CONCRETE I�URkD:I PCIWEC 172 �N , 17 1 t - f HIOIAIEO , 9 _I CONIORM BLACK YXOUMM OD�DOQMMGWR AIM19K /! L---C.9..- 9 ya+9W0�A�IEM01...) N CMLM ,Grit I O - AMTNOR \y mRauN Mari • nLNWHBH n `' tilillm ,ICA/.E Vow COMORCM A CH M LEQ ICI TANG SNQWBW Ti • AN n HA,iL 1 NBIT WILD 0 t7 ,/r HLO i o 1 j ' It 1/r DG EMIT Al TERNAN SDMlVIM , SOLE 1 E.D.. EDGE oea1NDE (SEE�SCH40UR.E )OR Nor= I= aqwItiMtiDa..iTEr [I�IdLI: TOP A 90170M MOUNTTNOS CAN BE COIBIIEED IN MY WAY TO SUIT ANY r KWALlA+TION. qNllt • 'OI,YlO at r o M• ad• COMPONENTS FOR REGULAR k LIFE SAFETY STORM PANELS (SCALE 1/2-17 --,SAW (TOTAL ._..10. --_ —__ - '• -.. _- _ .... W (TOTAL MOTH)-. _...12.100• (EFTLCIRE WIO11Q_.__T.__ ..-..,... I � I ' �----__— ---•-I ,/.. __�_�-, I •. � Ir -- __ _ _..woo-_____._._._ __.... 1L`� `-1.Jf0' •� 1.SDO'� r1.3'110'--' __-.- 1 .r �. _1JW -�I '` GWWRD RRL 1 •� o y�,�, ABM 1, / ,.® CAW MN. TI4C1I X" 'ale / DRAOE Sam . 1-e 1 t.157' MOMMM STSEL fVB[ r / �J�� , '� 2�06T 0-a . Al/ L • .7oY%''7 ._, - TYP. GRACE � *TAIL AJ ' 'zY '7 -! TYP. ORK � l ` �TAE A Nr o-S0 QALv. ` {$TAIL A }' 4Sd ----------------- .-------- _..... ........_____... - I,SO ® A� ® END STORY PANEL T 30. MI@S 00 UP !. w� iBiiiD mBr `• _{ Too• It , J t0A9' .t . ` 3.373' or Aar -- . 1 10]10SI0E'Q E 4 Jar — 3T, ISOMETRIC VIEW DETAIL A L— s.000• FOUNDED CORNER a ENDS OF POWLb RO END LP W/ HMM EOOE. "h" NEARER KT,S) -.._ ..� �. DET, SIDE 1/14 r 3/14 ,00' I Tee 7I9'r==in $A WO WPM !� To ARM 0 SW 12 Ilr 2,125 .•3r .•"' 1--DD-.__ ,.•'i` E_.t_..-. .. r Mw.,. 2.D....__.____.�,.125• L_,,900•-..J L,.700•J O ry!" ItEADt R tJ4 am e ANGLE WITH STUD ®REVERSE 3utQ 0TV SOCIL 1 L.. _ PANEL 1.4p71.O9J• e23'1 FAID OTPIN _:TI I R . H•a ,Nip' 7A00• ® KEY HOLE WASHER •may ' -1 r-.OW j ao39• (RAP.j . GLVARMED __ (REEL IN.. IS• LOAD .37 1 b'I .I Tyy .063 �I AVIITED NOWT ED���GyE 10"Ou —2.000 2")(7"Xi/4' NTaMTRor�. UK MoMR P/Dn . T/ WiIHIAW/ ALUMMM ANGLE tITM N ItLXD PUITTb STEEL). iWOWOCRFWi'"' pl'A VP -or CONCRETE ANONIU - 1 •` ' 9L,Imus am ow 0 k n am 1IONSPUL11 N am O WMDUEHn r' , t/2• I DOWNS El I j TNWIRtp. 1 !, pH .^.•� � ti '` ' $ E1GBI,IIC FwRtg_ � \ i WWAM j 1 O RECOPIED.ami T , R, eIW L g I I OWING CONCRETE an IWOUFO. N i rnow Pwa_` CCNCM(VME too EA 1 cr�L T i 1 IFOn ; RWUN. i 1/2 .---I WAVIL .n4 aT4 ail' 1 -f .. ./N' Tp'-• �- t Mo' f I i -.AxNE' B 12 t/9' OQ 1*r Iftor '083, t.97T' , 1.010' 'itY►J (� "Fo TRA X ANGLE ® ,SIA" "r TWIC Q EAT PLATED ... .SIIIQ —MMLNNAI 7 NL rt 1 y►J a 3 ht ._,,Xr GAL—12 e I 3+ri..71R•''MRT GSE R PONE LAN) _(P CAS[ C (PWE) CASED (PLANT i 4 ■ Iw„ ..' Oi _ - 11.NNNMOM. �"'r yR RAY AID MOM, L N IIF TA►-NP saimuONMIRra CODEpomp" am 9 ,HIRWAIH 9) i'Lila IaKtsq .al.. SCALE 3/9•1 .. SFN2 3 1 __-D.I.IN.oN/'.'i a' -W-�-t® 7 `mow !-- • NO 1- WIDE . YIM40 . 1/9_ L0. . EDGE (BaTA1MCE I —0 "'(ID "" "- . — VOTING / VDOOOIIAND/ THIN LAM, TUDE OR I• . P.T. IT000 PTATE LPALYR � '( ) (SEE Sp1E0ULEN SHEETS a At 9) SCALt 3/ h1 IF NOV I' WIDE . MINES . 1/9' L r' i T Raw PK ON wE''9A1Ra"'s"M L'L <+. ; , BEHIND TMdf OONCLLiE ANCHORS W (SHOM at wean I IMROUCM 100'_ i CW 1. INS TRt FwmAF , Mw. I/T ►sA Don2ETE 9IDGN Y LOINW IM gWA�Sitiiw 3 REOM IEo. ,Ellen 1Y T. �al� rY� X� r DETAIL FOR SPACERS KOLMM-Al-.MP-OR BOTTOM TRACKS ADJACENT TO EU=a= SUM ATICK OF lWCIVIas' WA U SXPMAOS IT ANY CASE WXIE (PLAN)31, 2 Lsr9e missle impact toad tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 171)9.8.3, per ASTM E-330. Test reports prepared by American TeWng Lab of South Florida, Report# 0814.01-01 dated 03/11M2 witnessed by William R. Mehner, P.E. Boriz Moroz, P, E. and Henry Hattem, P;E. and (Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hattem, P.E. Large misalie Impact and cyollc loadings per Protocols TAS 201 & 203 as per section 1009.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11.23.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. RCM-198 by OC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E. as psrASTM E-B and Tensile Test as per QC Metallurgical Report No, 1 OKM-11318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Building Code. Calculatlons prepared by 711teoo, Inc., dated 12118/10 and 0=7113 (for this revision), signed and sealed by Wafter A. Tlllit, Jr., P.E. S. II BILE IMPACT RESIST,KI; Large missile Impact under&action 1609.1.2 of the Florida Building Code, as per SSTD 12-09 Standard and TAS 201. 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beat Indicated on sheets 3, 9, 10, 11 t 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indiosted on chests 8, 9,10,11,13 thru 1a and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 2111-175. 24 gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 1/4. 2/4, 3/4, 4/4. 5/5, 7/S, Installation shall be performed strictly in awordance with details indicated on sheets 3 thru S, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 18 and 18 of 18, of Produot Evaluation Document (P.E.D.), drawing Me.20.178. D,_YATERfAL O:HARACTERRIMC$ AND SPECIFICATIONS: Shall be strictly in accordance with. General Notes and Components Indicated on sheet 1 and 2 of 1B. of Product Evaluation Document (P.E.D.), drawing No. 20.175. Anchor spacMcations shall be as Indicated on sheet 1 of 1 S. of Product Evaluation Document (P.E.D.), drawing No. 20-175- 7,1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tllteco; Inc. and signed and sealed by Waiter A.1111R, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined'on section 1020.2 of the Florida Building Code. 7.3. Product *hall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Welter A. TAR@, Jr., P.E. (Florida License No. 44167), President of Tllteco• Inc. (Florida CA-M719). WATILL oa T(LTRCOA ON RECOROs IPA E. REPORT.20 GALVANObO WMELrORM PANEL t DR+Nr2 B 20.17a 1 a/5 r wR T1' MN.- EO PANF3S W/ 1/M-20,11'- - _ rs : E."/wiiM°,wR Jn2 Fr ICITIONS AS APPUCA0W [. 1 /4. 2/4. 3/4. 4/4. 5/5. 7/5. -'� 1w//o. 2W/10. 3W/10. 4W/10. 5W/10. 6W/11 It 7W/11 e/s L._..........—_ __ ANCHORS: M ICONCRETE SEE SEE SCHONSEDULE SNN SEETS S k /___POA REGULAR STORM PANELS Q ELEVATION N.T.S. 2-or (IRl GRIM -1 1NW W&Urn MA;l4' 1 GAP W i 44167 °"017°00 «G 20 VA OALVANREO VM SiM PANEL DNS"*P, T9 N *:• ATE W TL ECOINc. PROTECTIOIMILN N uC , ci1iQ dRl AWwWIF8, MIT E fOM IAc oA.)tr-Wm 2WNWRM R. 4iwW1• h.•Oi •.-wH INSTALLATION ATION DETAILS FOR REGULAR PANELS (1)do 1Ca INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ttm . REQUIRED raoupw REQUIRED _-C9NGETeiIDCI r-. _ cBNcllnKDGI i --C9NGtEeLacN A 04M ANGIIORO ' AN:NNf SCHEDULE ON{.,,._....m a I - i i I C_ C_ w •On W 'H NN 4 »Tin 0 404 �. ,... - ( iFiA �WOo1., i •�_-----L f d Sam or 1 i VAX m 1 1 m f E.D, i, L 1 - 1/r at. 1/4 T 4'a2p3/4• B.B. 90.T ?.. /Tk M. ' • Tli/ 7/9•.3/3fY' WIND NUM '�lM�li • 12 ,/2' O.C. Comm AR? M ODNDIpL ARMOR; '.. (9Q 9G 10MU, N }pMIFEW ANOIIOIIi NITAOOEAI i ; t•RT .) WW/aTBnn LMK 9da1RS N __ M�aT O9 411)" ON ! _ Nb4CR1[ Do ORSaoD�NO�BR rD01 nuffALLAIM mEC 1 � fGY.L �' .lollraLmAaT,eM GFyrTTDALe EA WK DIE1'ANN (SEE SCHEDULE ON TOP 9R BOTTOM MOUNMINOS CAN K SHEET B) COMBINED IN ANY MAY TO Sun ANY INSTALLATION. ANGERS: FOR CONCRETE SIX SCHEDU , ON SHM 9_-_- MR WOOD BEE 80:11" ON SHM 12 1'. IwYn 2.9r �• Lon.. PAH+ 0.OIAR�•-1-(T94S WLl[11 i1Rrla . La 11 I. y I F)R I I i I I I III i i a11A1x 2 ��N'R_70'1' � , � � ! ' !` T 1 I I ?1I ;;j i •ail rlrYl �1� 'jTi71i t i� 0r4-w(� I tt gygy � I I i 1 1 11 r I 1�I 1• 1• t w„ ANCHORS: FOR CONCRETE SEE SCHEDULE ON MEET.___ IN WOOD Kc SECTIONS ON MHWr 12 REAULAE SroRY PANELS n a ELEy1TIDN SCALE 3/32•.1 1/4• MAR. DATE L—. H Oft CNES"A .1 VW 1n1Cf) O.I 4 I/4. 414E SF OC�N A_A fivD,l SGN.E 1/32'�T� O O Cn —00 � V N Ca. C O 0 c Q CU -v a, .� CD 0) C (1) =3 -0 ca Q cu 'L cn .Q O-- N 3 O O CIO LLCU ICU > .� -0 E L_ CL -0 0 c CL Q Z Z W J Cn CV N •� :W W O L O n .�yr�� V M C O G 4c C_) N Co at C LL d. 4c O 4 N 4A LV _ c, O d a � GO ail ova d cc y a1 � W �V �o C O O 6. V n W r� V J cu O CL U O Cn Mcu W SHEET NO. SH 1,01 It bow at` 1 saaa 4a Laali 1/4' MM. 1 I 1 1 { » WALL AND FLOOR MOUNTING INSTALLATION FOR • __ SPLIT PANELS ,• aAA1WR VILM+ 1. t• sm Vmaw MNa1 moN` +• C 19v a atsul - tj Mh Ar mow am 4 VIP V 14 -, FILM MULLION n2Y ahatnl n r t iIi(It'iit om. a a• -a• To or -to, .. EA. PRewer « � DOOMS tCAL[ / MRC gMRYIL9w0CNAfG1Nl N1xM0MIE w/0 tAOFO►M09PN4S ON TOP(•K PA16 SOaMD1Ylo w�T�OP i A01 8131",oM or aPFawla INSTALL►MN _ AL7dNarnE iW 111211un, 1/4 _ 1• i ��IwiNIN - LLT[1IY11YE 2W tour: Ile - ,• NGffi: 1. INSTALLATIONS ARE ONLY VALID FOR BURJ)INDS WIIN A.S.D. DESIGN LOADS UP TO 455,5. -72.0 Paf. AND PANEL'S LENGTH UP TO W-6'. L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. w/ SPECIE DENSITY OF 0.55 OR EQUAL. TOP t BOTTOM MOUWINGS CAN K COMBINED IN ANY WAY TO SUIT ANY 1NSTALIATION. 1 Yas►4t1JilON - 1LlflIIAM S1M j erxt Iµ• - r • ( SECiN)N Y-Y eeAlti/4r•�r• ■ •T �tAlaYaltlwtalalalwli Ma9Mi-ice% t III it I[II I'�Illl I!l�J1l'.!I ilk L-IN. WILUM Ww • L+W NIIAMI 1 t mqff STST�iI,.ELElldil�l CElLN10 A FLOG! MOUNTING WALL A FLOOR NOUNTNIO (WT t /TION TEf1MW 4W ML41'�TIONB 1LT9'wuTM DIY (IECMM AT TOP ! LIMITED TO +55.5-67.0 MAX. al2•Et 1/4' . ,• A.S.D. DESIGN rIaEIURE RAZING) WALL. 1/4• - 11 aU II +•/p•u 1 MD• A"Na ,- �a • f ra � 1 ' ••i"1riar w ia�MA��I��� INSM"TION _ SECIM uW W AM 1/r - r - coNcu a AAIOIOR OWwIM A"OO & (at Gomm W ONE SOM ML a sxRl u)� \ Slat ,•)�_� /aM twllOta ANaIORk St ON Mal I4I PAN HOOD l .. t!C a Oat +s 2p 1YwP/15 (' -I J rota•l 2/4. 2V4, V/4 a �/4 1. 2 t iW/15 R _., • Sur J. ._._-...-. PpOm EONOMIE•. , TT.T. row PAM) LWRRa RNoI a+wDdl .NIA) cwn Pwey b snW ZVEVp1� a ,I'1/r aC {vr��a a/rWA (uM Ilr + 1 AAh m • M , Ot. aMN. Crr•t IM • 1'1/r Max t a1.I "/ L 2 ro • 1a oc. love •W'L i tl (� M G I N W MNns) ln4 I Poum i can + >r,4Rwa i i I I A 2/4A W4 V4 OR V16 1. 2' *;, "5 Ljoti, III 1W/t3 a.N I AREA 1.. W LIE SAIlt,' FAILS FWNLs w a lAC11t,ON a tiF� HOME ,) SA" PAM (Su "mE I OONCattE MRIwR �, //!i/./. �/, �:i ./. /.!, iJ�J ,, y,{F a� • t/[ f'fOMOH11 PQ V� q YWL man .a Iaalm __-_- .. "• m� y ayy •IAS.1ja DM. OWa1Sw"7 kwAn as ►Nawm W/ am wMf m rNiRAR aMIALGAIWM P SOLiOm f 1aRleAnt Nw11WM / / to a RtaAOEO FRpI AMw[ to s a - ELEVATION MO WALL AMFLAOR tllouNTTNo INSTALLATNfN SCALE -• lIECTNIN S SCALE, 3/0• - 1' � SEt m 2 OY •",.r I Y � SCAR. 3/r - I' In' IN• OAP ®®°R i • • 1/4• YP.. aw NO7FS Ls: TAFL'TM rMr 6MN 1. Lot SAMIV STORM PANEL CAN AE LOCATW AS AN D.0 PANEL (FIRSTORLAST PANG) PANELK IIETWEN END LS)I AN WERIOR YOOR Wf •�tpy. I 'mil AT Lot SAFETY PANELS IYAYAs WWW WIDI11L0 ADMCwT TO REGULAR PANELS "WIT •Q 1p1E +) (W/ opt W/o Ka" TWOM) L LIFE EAam awn OONDsts a D.osA• aALwA"12W STEEL STORM PANS A5 SECTION 8-6 PER colaoNENr . LEST 2 or DRAWal. In ITSELF tO AE REN0.0 OR INSTALLED FROM NNE 01M OF SONi 3/32--1- STRUCTURE, 3. LSE SAFETY PAII& REQUIRES TOP TRACK TO AE COMPONENT ® i BOTTOM TRACK aE Aa Pa llaT 2 of TIME OR+WINO. WfINGAN TO N. T w Q,A.......,. „/A 2Z�. � Wa DET OR•i1L `F'OLLDIWNa sccTaWs , •�'t;ENS�' •'•i.. J aT;' FLORIDA t�OE Yoloa1 NNrIIOone 2o"a w Aan LOGIN TOTE COIIPOIIWI a Ib'. = No• 4MOaa Kum Mc thinSCHANCHOR SPACM LIM • SMEMR COMPOMENI LT 14. mANCLI01La0E AT BOTTOM 6 OWEN ON � * 20 BADE DALVAB2ED SIM STORN PAFN:L aRaFA W DN COMPONENT bMAY BE PERMANENT ON RENOKWL s SIT DETAAs CDR MSIA"MW rrtO WOOD nauE IIU1 Wl9 ON Stft7 13. *q�• 9 •. - IL E C O �C ' Ut- op Oc '••.......• 9 SEE SILT 4 MR OVAL APPLICABLE TO CAPE RECESS" FOR THE INSTALLATION OF aNe. owl. W am 33314 s L 20-L76 SPACERS AT TRACKS MIALLED ADJACENT AM BEYOND m STUW0/W000 BANDS. NAB• a w... w•.w w "Wto tootRa_ 6 oft -oW INN sci �D w: Fl !N/WPWIVR/OwT Naha a��w.' w•A R t3GIi't' Mi _ _ _ Oat U d ! M UMUM A.S.D. DMIGN PRESSURE RATING (p-m-f.1 MD CORRLSEQft 3 yMMUM PANEL LENGTH NLW SCHEDULE Aw.O mlty arts MMAMLu�% AI,I amct nrWNa m Par ormiMM , It11M, +a. CY With A. a. A a1 IYD.10 Aa . (l= ,0 alAabGR OOIO 6 TdN +Ml -71a r-9• OR 1121I t 1,Ae ummoLi 6 + rau a a 7 •761 -7a4 7r-4* To r-r 11K 2 3/4' Uat1t0 1 110114 6 a I •!A -72A ar-r to III -I, a- 2 1/r ' • a ••al -40.0 IW_e OR Lns a I/r • •�• •I a a t to • mum a/ 1/411-2b1• Si IAA ! W~ AI 010110 t awIO M OF RV LL CAM ONLY FOR PNaS(I)a S&MML4ME A9 PM AWIwNt i rAW 7. ON "M 4 • A) IIAIaaM AMA. Dom M ) wAmw NIMM SIv01O IN Ea . a I/r « APPUCASS To SRtww t �aF IEVMM MI�y lD1aM 1. OU upm Or vamu,O[ F••RE a 4w+Ial t Plwto to It001 it00+raalt OMtd�AA. ro OONOM[R IQ oRtICNI7[ m comm. m comm OaMIiiE or WA N/A WA or II/A r A14+ r N/A , OoP1 r r N/A WA r r r r r r , (avW .4" -71A r WA "/A WA a• IVA r WA r NA a Pon r-a• a less r WA tt/A WA or a/A C WA r WA t on" or WA N/A WA r WA r WA r WA a ! . MM M 1a74 r r WA WA r r r r r C 3 (p7AM) r WA WA WA r WA r WA r N/A 7 M r r WA WA r r it a' r M• 4 6 7 0107100 WA N/A 1! 1/t' a 1/4• 12 I/r alµ' a In' a t/4' a In• S 1/4' 4 fA►ADT7M17 Q Wall to 11 FOR ANOIMI TYPE • WFOW ,M N=UAROta PRO NM OWM aa1061a IWISN SPAO•i Ala 1/RaM, EDIT owma At mcon ON IRO SOaIAL IN CA lLt6 Auntain F1C101 IN ING �dt W to W PoNUL +tau= VIRGIN move wM� OR swL Nor R lesa Itlw IIomw WwoW "woo Foe am sow TYPE N noon Lum AMmA s w.Mr aAP-O aalat-ae W Eta wom OQ I mil ba4.1 arw at.t N a a a +p a I/a • a +A amanowsmingyr 101a W _ _ t1 In am a, /m +m .m '9 1 1 1 ar vo 1I i r to _ 1 r I 1 i, .• LO. • I/r mow own a1aN"M } +/Ph7aa sA Ma • a +/4 ac E ^v4x +Dana lP to S'-r No a • 4 �� 1/•• Or roM LA4lRIs M m r-r u... 2%41 PLAN M /+/M,D PA14LtR IOall[ w M a KK • 12 I/t' a G IARt I rmom PINE""" Gi0A1dN or Comm 1"AR foA Allutwae N m UPI MAI 9MAL 3 1 'AM raiEil I. tKWALA71ON5 ARE ONLY VAUD FOR BUILDINGS WIN A.S.D. DUXW LOADS UP TO +55.5. -72.0 PSF AND PANEL'S UDOOTH Ix• 70 W-B• 2. FOR FEW' WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO K SOUMERN PINE N0. 2. w/ SPECIFIC DENSITY of 0.36 OR EQUAL. CAN K PLR ANY STUDS a EWT7 Boa tnLD 1w1EL • sarl�T.i I � III - 111 srias a EVER+ (12 ,/2� 10 HM PANEL- A/a• Mh (OL4i I) a• M4. (oat a maw al12tI FM NM WON d UP -SR MR-" MAOLNa mar o RM6U.•L RuIIIi notow P � No aOOwONNIN NmMM ►,a16 Umm t• DO ro to EEO�DwwavmaMrd town" �pE,E Toam= m 6I4CK 5a.0. -7t0 A, A WA N/A a' N/A r N/A A• I N/A + A 2 CfDn S•-01 OR LESS r 7• r r r 9• f• A. r r 1 MOTION) 455.0 -72.0 6• WA N/A "/A r N/A a' WA r N/A 1 a 2 (I" 0'-O' TO T-r 9' S' A. 6' S' 7 1/2• 9• 9" S' o' 1 (aORON) +56-0 -Ito r N/A N/A W/A 6 N/A 6' "/A a• N/A 1 a 2 (TOP) r r 4' A• r 9• a` a• a• a' • 6 1 (90TTDN mmo PMlaAIETAPOON 7 m I ORo a Wis. tat aP i PIlQ a1! P BR• • T 1r. A!P v d AaRq APPLIfAN f, ` CDMAN1T10 MANYUM PANlIyy LL'N01M 1: (IL) I - mac or THEM ♦49.2 -611 y 4 1 " 4, 2 (807TOM) r-a' OR Las 4' 2 (6OTLOM) r-r OR LIN +53_0 -720 2 1/2' 1 2 t/2' 4' 3 1/2• a (Sorm) r-r Opt LESS +SSA -7t0 2 7/2' 2 ,12" N/A N/A 2 (WITOM) 1'-a• TO A'-0• 56.0 N/A N/A Y ! Y 2 (W-) 7•-r To 6'-6• AL70MTE LOCATION AT Do PANEL 9 OWN r 1. hi •, y 10-v mloom A" aRr�ia�iS.tO N arwlaMN wa",i WALED NAa 1wMIIIWN wa -1!A r-r A aN• 4NaX1m W am is FOR lumm RIPE it smmw FED pONANm1M WM am mm 61RAMIa tWMAW AMIGA VMM NO a " Mat OWN= Not O"M ON TAG $12MILL FAR xA U= MIN M == ON !NOU MM A alai SMONO W W.MMM WINOW 000 ON ICIMAt W 1ML YOUMCMIM. AR 141 OPawwN TO R MARE ReouRD aaaw ORL MM IIla FACION WALL NOT IR .wl R•N WO M - Mot momm to EACH "rap "ft or noon LORV& avmm mat or MMRP aNM•{+ MM mom wame a a ] a a 1R •WltwaWa aN1 a a a a PAA�j Moo a a 2 In a in 4 AMML Alk JIIK NNW now lm 1# _ - --...__..._r.-_._....._.. +m V a, �- - Im - -- in AINm omv FOR PAINTS (I A AS PER SWION6 11RIN 10. ON SHWIS 4. A ♦ AS Alaa 0E1+OM m"m Noun IFAa s AM LIL - a 1/r •• woubmi To tAKgl tY NAP -OAP CAUC-M INcjm FOAM ID ►ANRA R Rest SOTTO aLf poman wam 44L) To OO amm 10 CaRCR1E aural 10 Lxwcpm ro aftionm oU1d To c0"OMII m taItDM1c am TO coloomm m aNO1tR aA = to co"am ro IaRIO,ETL ata011 Tocol"Dom m aoNCROE tAON comovimtell or TO" �•RI �) r N/A N/A N/A 6 N/A 6• N/A r N/A N/A N/A , (TOP) 6' 4- WA N/A 6• 6' a' A. A' r N/A N/A I (BOTfON) 6' N/A N/A N/A a" N/A 6• N/A A• N/A N/A N/A 2 (TOP) r N/A N/A N/A a• N/A A. N/A 0• N/A N/A N/A 2 (BOTTOM) 00A -72.0 6• N/A N/A N/A r N/A 6• N/A A' N/A N/A N/A S • { (TOP) PT-5. 10 8--r On LESS a• 4• N/A N/A a' r A. a• 6' 61 N/A WA a (WT7OM) r N/A WA N/A r N/A r N/A r "/A "/A WA 7 (TOP) a• 4• WA N/A a• A• a• A. 6' 6' N/A N/A 4 it 7 (BOTTOM) "/A N/A 12 1/2" 5 1/4• 12 1/2' 1 a 1/4" 6 1/4' a 1/4' A 1/4' 6 1/4- N/A N/A 5 (TOP/10077011) 00.0. -63.3 N/A N/A 12 1/2• 9 1/4' 12 1/1' a 1/4• a 1/4• 6 1/4• 6 1/4' a 1/4• N/A N/A a (TOP/AOTTOM) -A• TO 1,•-2- 55A• -72A N/A N/A a 1/4• N/A a 1/4• WA 6 1/4" 1 6 1/4- 6 1/4• 1 6 1/4• N/A N/A a (TOP/WTT0M) '-A' TO I1'-2• N/A N/A W/A N/A N/A N/A N/A N/A a 1/4" a 1/4' 6 1/4' 6 1/4• A. 9. 10 (TOP) -411.0 r 4' 1 N/A WA N/A WA N/A N/A r A• 6 1/4• A 1/4' 1 A (SOTTOM) 12'-4. OR LESS OR LESS S• 4' N/A N/A N/A N/A N/A N/A A' 6' a 1/4• 6 1/4' 9 (a0170M) WA N/A It/ N/A N/A N/A N/A N/A A 1/4• A 1/4- 6 1/4' 6 1/4' 10 (SOTTOM) aR PUTS 10. 11 Ala 1t MOM AMCHM rNE A 2/IAg10 FOR IMMLLA=W W0 WO FRAME MaaO. mmm ANWwa wwxm AND wwAN mR a m= AR M ow n W 1+0 mmm FOR LL LM 11MN I omo ON SOfw1A- KWCI ANCHOR IIML'IO of yLTPL111O "'gam am" W SPtOwC or ft AUORMO Faa7WM. FOR ,tM OPOMOOM TO R IOIMC INDUCED WAaG OBWOM V604 fACIOR DOLL RIOT R L7aM TRIM WORM OIAaw MOM TOR EACH NOW TYPE A7 APPIONS -SO" nowTat 1/41 IWOON d IW-V GAIN-O a0ltrda M 400 a am 7 a a f a 1/t IS ••MOua,ua a.rr.r bJ f a a a a a I/a pu.aaq awr a•t Iy �' a a a I/f a In . a ,/t am I&"amom r A-61 9 R r- a E MarMi 40M aaltsa to 1/4r-Jtsl• af� J/z;I W _ Own aloAAr Ih10 AWtP3W1E PLK OWING WOOD IOADOW a� y1/taq'►1.,ya/f � 1110" ! � 1•I,dNI. OG • . I .I _ I N4wh ( (Su ton 1) � (WEE ,NUR +) I SON Q) I ! tMRY lR• • I 7y aawaa�p' N�2 a to 1R It,OF�MIGOloll -- fi Nit N 7/s'a � i � aw. >•Iw R a I/roe i Nu. PM0. 11"OM ills NOR 1) OR alf I � NAa i - lw"E Nira'iPala" ! 'I ' .l• � • ,2 ,/roc j .. 1 i rw' awoD PWE I 1 a y I i !1 1Q --"9" ac�9lAoouw w•, • � + , MN. Sfa4t kFAM •1 �� At NDROTN OF Pun 2iowal 1. INSTALLATIONS FOR ALW MTNES INN, All 6: IOW ONLY awLIO MR BUN.DMOS WI'RI A.S.D. DESIGN LOADS UP TO +43.4 -44.0 R•a•T. AND PANEL'S LENGTH UP TO i2'-4' 2. FOR NEW MOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SWi14ERN FINE ND. 2. W/ SPECIFIC DENSITY or 0.53 OR EOUAL. AID7F FOR CO,aaalLtM•a (( SELRIOMS� 1'OP o BORON I40UNtRgS CAN BE COMBINED M ANY WAN TO SUIT ANY axvis a r ac • 1ro1�ADu �twostAt'ti¢4- m NEAmRiIaNW cp , Wt 1w1NIRL aN ' - sOM W O i i 2V/A�-Ian• s,b •..�{ / �70Aw�NA►� I� Lm $Ca n r 144 PENAT<< AT i , 1A ii I NnwotN OF PLATE 1IV- _ [MR= MOUNT SIYAx a/at � I , 1 lot _ 1 I po 1 1 Ems' N00D /EA°°I ' e�������2 I I 1 ED , , Woa �-��11I I 1 ,' Imlrm ,. ••, 1. awarMO _I�1 6 �••• ALTERNATIVE 3 ALTERNATIVE 4 Wbrwaa low a / I 1/7 Lin. RED 1/Itai/r AOAW M lllYw a/ ,/• V tWr zt rl a r na. M ALTERNATIVE WOO) CONDITIONS ANCHOR LOCATIONS 1/.,t ,o rwNoltTE ma'" o M FRAME MN,AaR IUD • r as r + , fz ,TIWWtOAOOm NSNEiRwMM to Sam • . ,• PGA[ a= : 1MmM +Mou ad mat AaM MAN" WALL MOUNTING G NST&L910 ALTERNATIVE 1 W SON& 2/r - r amEn I. a4RN AWW AIR ONLY *44 Aa PACNO PLRAB " A. Dom Lam LIP t0 +Ml -224 ow 40 Pon', IDOn, U► to r-r. L POEM" IR ! 0% o M mWL 10R SWiNOW T Nr. Pwn LENS N (RE NoIT 1) i aoA of t• i MAI t N cu O N V a '0 0 C Cu .� U to =3 CQ O (u � O C Q Oja cu 0 0 cu U- O cu .� E 0 L .0 H CUD) .a 0 / /�� VJ 0- Q 0 o d T:R >� M s� a L" U- .p CO c LA. A O ,. C Q 0 CW 3 = °i CL d L) «, -1L W A ' � •.ate. 7P- JO N c � � O d S.a O W cu s` Q U ^0 B.i UI cu M SHEET NO. SH 1 R1 (U $COONS ON SHEETS 17. 1L 10 a m)---- MAX. SAM W17 We. 7yt7. 0/17. q/1L - 7- MN. OAw/f0. 7AW/f0 a ow/so ft M/t% 7w/TP a rrM/!0 t• �I 1I I 1 MN K111 fYMEI ITT � _ _ _ .. ..� .-... A -- --�- T 1 _:-_I-:_ ... _._ 1.--Trlu'o1a"-�AfN ?-{-�- + C•-- + I-----� ` -I---t 6. -�-4---t veumNl No AT lil a 110R IMO� � r IS• I/AS. Wt7. Wlr. BA/10. BAh7. 41V17. OTT/IL r IM%i 1' MIN. MN/10, 7AW/10 a OMI'/BS II'/1L 7BW/1r • BBW/BS 1• MMJ (SET SECTIONS ON SHEETS 17. IB. 10 • 20)-- - ----- 71 OPTION #2 FOR LIFE SAFETY STORM Man, ELEVATION 7fOME L16'.1' 1M IAKL w SECTION A -A SORE 3/tr-1• MAXIMUM A.S.O. DESIGN PRESSURE Max. PANEL tFNC1H L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-B' 2 3/4' UNBOLTED -- 1/PAP TAFOON 0 rr� WOOD � 4Y TAPCOM a w o.e, //t ,�� Mw. 1FINAOm M ,IA11IG `1yt d 1 l Now !�� I Ile f Oft Ir !I 'r A. ,wwlNat i 1a i ' PNQ MDM 01/w hEE NOTE 1 omm am 4 ' I a w` tPWNN l 1 1N.140 �: ) I - ._ L" ---_.. -��. (SEE N01[ 1 rTlOK') rm IW Soilr L& V.Sk I cOUt.AM' No ,' I "I WNW +"m 0 ` i, i; MRyWASM ((SIVAIM) I j 1 •4*0 urcm a V Olt: T4ArmRm N/ AID) j,; I .. i I _- T a'P TM0011% )a4 w 1 / 'M AT L _ ? i.• � I t W I 1W11~XE �EDTM Alt or FLATS 16WOOD PWt L„�_.._._.j.000 PlA1E SCALE 3/11•.1' so" 3/r.I• M 1 L rmErG �.Q 01 1. OMRILUAIONB ARE ONLY N1uD FOR OMBN07 VIN A{A. LP TO .509, -70P3F 40 A401% 1lMmH UP TO r'-r. DENOK MOAN v ' I FAR NEW WOOD NWAE 0010111RUC1fIL WOOD M/MS M 10 FINE NO. 2. W/ SPEMi1C DOMIIY OF OAS OR EOIIAL BE 3WRI N Or a T/a ► U�Mwu aw]a�a , 1 y AT them r HTAM � •l6Nr. � , i _ I o I r torAa+Mr 1. rti L1MAss IIIOP ' i MR" laE m i 1/4A aor �- O)/fr. I i WIIi NRR� 1 i. G. 111 a �• 'a�AriN_' �, 111 ` i COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (W^E 1/2-,') (-- 2501'-- r--------- -------- ---.1171� WTECRVE r - 2,250- _ { �_\ ``tom ti 1�• � � •�• { 2.Boo- `\, 1 i amr TRIM tsia• am, MAIL THICK 0 EDGE lyp i.00a --- � - -- OF" 00 0•4LAlm M M ORAL J' �A jI I EooE D OALV. ` L,)RTML A Are T1O• q� _ T STORK PANEL L<t POWS I D /P IM/wshic moi: 1- -..i IM.aw• �' T` IRIS lOOr- ISOMErm VIEW DETAIL A RIRNOEO CORNER 0 ENDS OF FAEIS END UP w/ HAMMED EDGE. (N.T.S) -iC''�• +--3' Abx.--1, O7 3"mr(May,) ALiIM, ANGLE 90e• f*Rr.) TOO- oSTOP am 1 T' LONG BOBS-TS Hum. N1DY ,125• r 2 ooD : BD• I.�2.DDD•-J .A.w r__ F _ 2.470•-. _. _ - O2 RIQVTRSED 'h TRAdt _.]ID• r At13' ' I. N! 17io• i ® 4 WI BOSH -TB NIA. ALLOY O r0.4 T TgT1O oOEO � I 1' Yam. BELOW i Ol.i/aN.S. U.S. W/ /Sr WINO MI 2.0}D' t- I,M23' ti 2" W,(UnK,1 ARM. ANGLE O - E1 4• TA/CON ANCHORS 'r O.C. POURED An ON CONIC BLOCK R i OR OPTION INSTALLATION DETAILS F FOR LIFE SAFEN STORM PANEL SYSTEM INTO EXISTING PO RED CONCH OR CONCRETE B=K STRUCTURES � r MomCON ANCHORS ; _•�('r 4. a M AMON= I 1"r owmH ^IKHM itORNRf9 CANNc+E1L � FOUND cONOIETE, h'hl `POAWD a�IL m,Olt comcom am cow � OLOGI REOUIIiD 1 BLOCK NOWJ O CLOCK FSDLOW { I SEA ! LOA � i 1uMNb1,�•/„ IN VA CLASS I d 'u w y p' J E. LSs• IINo IM 0 12 1/2' OC, { 1/a' iAA00N ANCNORf ��pq��p (fTIOWREp N/ BRIG) 1 arNdK1E ROOK mel _ ....-L.-1 _YMy a/ss•,OOW re.H BANNER WVONO) � 1 4' TA►ppN AK110R6 I (rTA00ElED w/ SW) .•._.._. COHCRST[ rLIEN WAL wom w"..Arm I/a• -' •, +/sY-a0 J�AIts M9. w/ Pn wum ,. H1r,1� D.C. I�r � .._ I ♦ TAPOON ANCHORS OC. I .-_OR� ML i+/r i ,/4•FSOAa/a•S.s. Ms. N/ ('_._ -T/SEE �iSY MOW *A MASHER t I i - 1/a' 11iCON 2 4 l --r I 4 /2. OC �....-.� , euaTJGl1 SOME 2/w-,• SCALE 3/9•.1• i SOLE `an•-r SCALE S/O•.t• sr ow N a 1N FOR Tw7 A AIM NIB Y - wpm - OD I WAWIM FOR /fIMLNOWI6 WIO NON M. A1ANR FI4N0 A low SIROW, � Down AIM MOOI11mmom vmm �011� 1Anru Orr ►1 a Imm" MR EA. UK TNNN OWOAI[O ON smmu man AIOm oftow N UUMPLYOO WWAP O OWIM ON VCHISM PA.►1 aPa.Ar a.a � a AqR Ifoor =MRWIGIMI W TO[ FOUM4 FPL70RS PCA THIS Jo WNW amoo Loa PKOWO SHAL RIOT SE L NNW aEq.0 PPOW #mom IN [ArAN AIK14A TYPO ON T11M SOIIRAL . r _---. ti al I r o.C, "ONADFD N000 V Mw IEEE NOW I ALIAS') i 4 I O N111 O.4 BEAU 3/O•.1' BI>g'S I. OSTNIAIONS ARE ONLY %MUD FOR OULCOM WITH USA. DO M LOADS UP TO +55.1% -72.0 PO AND PANEL'S LEMON LP TO O'-O', 2. FOR ww w000 nwK COMs10UCI1m WOOD MEMBERS TO K SOARIION PALE NO. 1, w/ watim OD61w Or 015 OR EaAIL -- 1/4•0 TOM N 0' D.C. THICLAM _WXKODR FX�M WOOD iio 1 rFAROM 0 a j a ' t� NgHq GLASS 1/40-sWl,• _ r as. Ms NOT - _3/3r 1 -� PANEL UINGTH ma NOTE� I Sam Y . 3/32• III NUT HER 0 (K"M) j "TV11 i W:T� i r y44, V/24 V/24 pK NmE I WWII) 1' MIA CONCRETE INCHON, r W. � taRE 11WIAAS Olt WN12t 71N '1 1• Nh. Ir f tM' RMa I I(p MID) NO"(IROMOK 11NWLI GODNOK M0l) DIIpOR PNQ) MMJ Y R VYme -OAR AI (mom q ►OW)T a N Y L• f1Q ALOE • mww a E¢ IpT INlq' i _. .. • - _.. ._ 1. • qI 4 H' i- ( N Wa i •L• fIll ...17.1 .._ _ - I . • .. .. � ., . 4 �e a x •L• T .. _ i lag !T NOTE ow . SODO_.1ANILMTE Cl*) Y i HpN 1Lppp EEL L�pM�, N�, LpOt 1' MIL -. XLiWIW ON !INKY TO I' 1A^ A�OR P~ I/a• tr ( Al d U�M/QS)'I 6H MWE a lfj�oR®ov ca w/0®.® E'er-1r • IMT MNEi ®m K 116wYfD AT illfJl 1[LDN .m. • yST AMN[L To K MSWLW EKN OP0016 NWL A,1AK i PNDYO[0 W/ TYPIGeLElfAM "AWL - 0�*'� � D YG raw Or �Im EAIADNSTI�LLANaI F. j HANG STORM PwNEL (fl SYSTEM � a, nu Lag• - r �� W. 1 /4' M... W /4' Ala ar 1/a' N. IMP 1/4• M.a GAP -I �. N__/ N ar aI®w/ a W O ®® ,SEcTtoN a flMt . 1 Dpj(y' r KNEE Law - +• (1). D[F1NItMDn Or rNMws ,Im: E - 2 HANG STORM PANEL SYSTEM OCNSWINO OF PANEL . TRACKS AT Tor a FANEUMTK PLUS OR TB' LONE 0). DEFINITIONK erINIK M; E - 2 HAND STORM FANEL SYSTEM CONSTSTNO Or PANEL , 9.1. BOTTOM w/ PANELAWSS. COI. TRAaLS TOP a BOTTOM. (2). EID R� SHALL ALWAYS K COWfCTlp 70 SEEM WALL BY MIS" of (z). jID PN%l5 SEML1 ALWMI'S BE CONNECTED 10 BOT10M tIgCK orNDEI1K A STOP 61R P ON r USCB Y w/ S LCNC TRAC/IL Ar aOr;I/0�M=. END PANELS {$J T]ALL K PBOVOfo//AT HOP aOT/rQ3illkN PAKLB. / �� SHALL , CONSIST OF OKSOMM OFT M w 14°pmp TwpPFp(E2T AB (a). IF aT2i�D 2�] B0tLT0M IIGCL 0 DF TETIDwISt WY B[ AT OTMDI (3) PN40 ME UB[ JONR,Y W/ ill' LONG A7' FXTEMOR MT FLANGES OF END FMNa , + BUi DID PANELS ME NW CONNECTW TO BIMd1 tRACIL .� AT SN (4). M CARE THAT END TRNELS AIM TOT CONNECTED TO BOTTOM TRADE GA. A SOP BAN Kl %FWSL KFOR 1II0BNOSMO[0 Al 10P Or SUCH PNELSB/T�gT1 S OtLY UemBOAppT GiPtl)H ARE CARECkY AT LEAST 1ND rVVIQS SHALL K CONECRO TO BOTTOM TRACK (4� RANTED TO DOSND a ENO PANELS MEANS OiKP/ND.W (fT pOM11121 ROR NANP.L BOTOY TRIER. AAY OCXNR AT am "M� FRMil LOCATIONABOVE. IN MUCH TWO OOIIIIECIION 0► PMr1S 1MWM/Y, (ppUEIED ]OIIM1Y� ATATTACHING B TWMIISEO wLL ON ELLVATION (S) SEE SECTION 1', a' a a' ON MEET N, SEE ANCHOR SCHEOIAE oN SHEEN 25 IU � � Ap�AC TO INTERIOR U. > OF 1 DIED :�TI•� A• j•.'.`•i. _ THEM! OVi11U1PS B�iANED aN V N7xm Rom', INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFE STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __ Vs• TMCON wHCYaRs 04 i 1/r aTOWN M04M r PWKp CONCIRIS I \\ F-Cf RD6i? E PLUf W/ •_- „�. V.U. WINO Nut womm at { rANaEIBLocK IEOLIOIEO MALL ! ALIALQ�1 SCMt ," WA 0aT N a m t011 A / NMp TWM 4K'ml . 11001N OO F01 001AYJOWIO OLIO 5000 r 4WIIM0 WVaa N a a AMMIC MINI. OIILOOW. ON" WNW vmmm me MM" mman ISM' m ON 11IW 'A.A-mmu ° 3 ) a IA go L O1 Y+OJ 6�nY Or PJ SOIGNE ANCIOK ARCM F aOO soda" AAM.SA VAN ri [ 101] ►AVICA . Pimm 1 111010 10 R PON" MOUCm - VV4" arm= mm IA.YOS SMALL NMI a t/r _ •. K IM THIN MINIM SAKI AIOKNIED MR EACH ANCHOR NVE 0411E SOGMU--- _..._-_ a1 - ` L� • I .IYq j II i M f at MAPIIYf • , I F.-_ , ' r -__ _ 1 r�oo•,= 1:40 I I _ fa-104 IANDAATE PL1K M 1110; NIT �__0rNM61T 'ESIMX itegum WAU MINAM IWAIIAnQN ffWPAWn ! : SCARE 3/r.1- osrsMw 2NOrBs ARL r_Z IEr1N0 ae,rlau PAMa SIKMEM 1. E-2 HAND SIOIM PAM SIONN ON THIS PRODUCT EWLUA710N DOCUMENT (P.Ca) HAS KIN VTAIFEO FOR COMPLIANCE N 91) MINIMUM DIKOMDT OF TAKON /NCHOICS ANO IANELMNIII f[MAE 0 A ►NIEUMTE FUS INTO OOKKM ACCORONWE WAIN THE 20t0 (71A IDIION) OF THE F,OROA BUILDING CODE. BLOCK SWL K 1 1/4•. DESIGN WIND LOWS SHALL K DETOINNKD AS PER SECTION 1620OF THE ABOVE MOrtIONZD CODE, 8.2) MINIMUM [IMPmYY01T of 1/4'I K 7/r CAM -AN M/CHOKS SHALL BE 0 7/8• INTO CONCRETE. FOR A WINO y� AS REORIIED dY TINE JIIISGICTION wNEKE ,,EyqI,�S[ MUTTERS "" K INETNLEO AND FOR 7-10 NO DOEDMEM INTO ANY TWA" MATERIAL SHALL K PERMITTED. A OSIECTIONMUTf' FACTOR K0.095. UBIIG AlX3i AND SIALI NOT EKCESO ME WIWUM 4Ls.0.) 1/4' 0-20 SS 9aW LX BOLTS USED SHALL BE LONG ONOIJ04COODULD ANY PRIMP MATERIAL DOS) TO rEAONH PRESSURE RAW= INDIDANEA ON SHEETS 221 a 26, ENGAGE 3/4• INTO ANCHORS. IN ORCMR TO VERIFY THE ABOVE CONDITION, ULOMDY DESIGN WIND LOADS DETERMINED PER ABU 7-16 SMALL I E FIRST 0IDUCED TO ALSO. DESIGN SAM) LOADS IV MULTIPLYING THEM Bf 0.6 IN ORDER TO 8.3) IN CASE TENT PRECIS STONE, OR PRECAST OONCICIE PANELS K FOUND ON THE OWING WALL, TO COMPARE THESE W/ MAX. (AS.0) OEM PRESSURE RATING$ INDICATED ON SHEETS 25 a 20. ANCHORS AWL 01 LONG DOUGH 70 REACH THE ,ALUM STRICTURE MISSING SUCH PAIEMS. MIdORAGE SMALL I E AB MENTIONED IN O.1) AND RI B.2). IN ORDER TO VOwY THAT COMPONENTS AND ANCORS ON TITS KE.D. AS IES, VA K NOT OVER STRESSED, A 33B INCREASE IN ALLDWW STRESS FOR WINO LOAM WAS MM USED IN THEIR ANIKYSHS. FASTENERS SPACING TO WOOD HAS SroI DETD%MM IN ACCORDANCE WON N.O.S. 2015L (C) ANCHORSSHIII, IbTALLED FOLLOWING ALL OF THE RECOMMENDATIONS NO SPECFIDATIONNS OF THE ANCHIDN'S MAMJIAC?UR11 STORM MNIfl.'S AOWUtAL•T FOR IMPACT AND FATrAE RESISTANCE HASKEN VE1RrED IN ACCORDANCE WITH SECMIN 1026 OF ,K THE ABOVE M Dff* [D CODE AS PER P17KSTFIATIO 1 TESTING LMORAIORY. DIG. REPORT 1 2032. AS PROTOCOLS TAS-201, D SMALL K THE RE]POMMMlUfY OF THE CONTRA" TO VERIFY THE SONDHNESS OF THE SIMILTIIRE WHIM SMITTER TAS-202 ND TAS-201 S TO K ATTACHED TO INSURE PWOPER ANCHORAGE, THIS SHUTTER AWL ONLY K ATTACHED TO CONWETE• INUM 2. THISSYSTDA INS KEN DEL040 TO K INSTALLED ON THE OUTSIDE Or THE OPENING ACCESS" THE OPENING FROM THE OR w000 ►WANK . INSIDE w/D MM USE a A LADDER OR I". THIS APPLICATION 3 VAPID WHEN INIPALLAT10N S INTENDED TO K PERFORMED 12. THE NSALLATION CONTRACTOR 4 10 KAL/CR LX ALL SHUTTER OOMPCQT EDGES WHICH REMAIN IN CONTNUOLS FROM TIE IN60E OF STRUCTURE, CONIACE WITH THE BUILDING 10 FRlVQN1 WIND/ADM INTRUSION. IYAIX AND REAL SHUTTER TRACKS ALL MOUND FULL I SERIES 1000 INSTALLATION . APPLICABLE TO S1NCtR AND DOUBLE HUNG STYLE WINDOWS WNDN NSTALLATICN S REOIIAED TO K UHGIH. PERFORMED FROM THE IIdO[ OF STRUCTURE IS. STOMAS PANEL /STALIAOON SHALL COMPLY "TN SPECS INDICATED IN THIS ORAWRA PLUS ANY BULDIN AND 2OM NG REGULATIONS PROVIDED BY THE JURISDICTION INHERE PERMIT 13 APPLIED TO 4. SERIES 2DO0 IWALLATON 6 APPLICABLE 10 SINGE AND DOUBLE HUNG AM HONUMAL BLOM STYLE IKI'IDOWS WHEN INSTALLATION Is IWDUMED TD K PERFORMED, BRIGS THE INSDE q 1TWLILT{IM. 14. An" WINDOWS AND DOM, INC. I - 2 HANG STORM PANEL SYSTEM- 6 MUSHY P90BY. S. ALL ALUMINUM EXTRK10NS 70 K OW-70 AUX AND TEMPER. (UNLESS OTHERWISE NORM It. (0) NHS PROOMT EVALUATION DOCUMM (P.E.O.) PREPARED BY THIS ODRRDR S GENERIC AND ODES NOT PROVIDE NFORMATON FOR A STYE SPECIFIC EEl 1.4. WHERE THE SITE C010ITONS OLWVTE FROM THE P-E.D. O. ALL AlLI1RIN SHEET MM7AL USED AT CLOSLIES SMALL HAVE SIDS^PIA ALLY. (b) CONTRACTOR TO K )ESAOH W FOR ME SIELECTow. PURCHASE AND RSUIUIfH WMAM D LIFE SAPMTY OF 7. ALL S M SWEET METAL PANELS SNARL PAVE SIRUCTUML QUALITY SIM- ASTM A -GU GRADE. 50 MAD.. GALVANVW STEEL iHS PR001ICt BASED ON 1HI0 P.E.O. PIIO+IDED HE/9+E DOES MDT D[VAR NIDM iHC OOIIOTIOII6 OETALtO ON DESIGNATION BM- Sa.B AN (AFTER ROLLER, TINE DOCIMEIT. WNSiRU4T01H SAPLTY A/ 9TTE S THE COTRADTOKS RFSPONRRI]EY. 6 ALL SCRIPS 10 K STAINLESS STEM 304 OR 310 AIM SEMM ON CORROSION RESISTANT C047CD CARBON STEEL AS PER ON (a) MS PRODUCT 11+ALAATON DOCNEM WILL K OON60ERED CNVALD IF MODIFIED. SMIS W/ SO +01 YIELD STRENGTH AND SO Ia1 TENSILE STRENGTH a SHALL COMPLY W/ RURHOA RM.DNG CODE SECTION 2411.3.3.4 (+) OR sPEDne PRo]EDTs SMALL K PREPARED BY A NtaWIDA IMMIMTDED ENGINEER OR MCPITmT WHICH 1tALM 0. BOLTS TO K ASAP A-307 C&wm?ED STEEL, OR AS 304 SERIES STAINLESS STEEL, WITH 36 1n1 10010 M YIELD STRENGTH. BECOME THE DNaMI:ER OF RECORD (E,O.R.) FOR THE PROJM MID WHO MARL MC RESPONSIBLE FOR THE PROM UK OP THE ►E.D. SNGLH[[F)R aF RECORD ACHING K A OflE0117FD D10MEE11 10 10. ANCHORS,° WALL SHILL ME A3 FOLLOWS- 711E P.GO. ENOwEER. SIIMM MWT TO THIS, LATYDR THE SITE !PIECING DMWMS FOR WE (A) - (.) TAB PIED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATIIN OF THE PROPES90NAL Down or - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT.W, BUIDIL• INC. (LPL f-342 P.►l.) RECORD THAT PWARED RT - 1/4' P K 7/6' GLK-IN ANCHHORS. AS MYNIFACRAMD BY DEIWILT INC. (MAN. re-3000 P.aM) IS. STORM PANEL MANIFAICTUR S LABEL SHALL K LOCATED ON A SADLY VISIBLE LOCATION AT STOMI HANCL IN - /14-10 PMELMATE FEMALE ID A PANELAUE PINS ANCHORS. AS MAUFACTRED SIT ELCO CONSiMICION F ODwm. ACWRDANOE WITH fECTRON 170093 OF FLORIDA BLYLONO COOS. ONE LABELSPIALL K MICm FOR EVERY aEHINa (re-3]s0 F.II,) LISELM TO COMPLY WITH SECTION 17059.2 OF THE FLOP" RIDING COOL A,) MINIMUM EMBEDMENT OF TAPCON ANCHORS MO POURED CONCRETE AWL K t 3/4' AND 2' FOR PANDNATE FEMALE 0 ! PNKLMATE PLUS. A2) MOW" ONKDMKTE OF 1/4'0 K 7/8' CALK -IN ANCHORS SHALL K S 7/r PTO CONCRETE: NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL K PEAMTEO. 1/a• P-20 SS SIDLWALJt SOUS USED SHALL K MONO [NOLOII(51RDUAD ANY FINISHMATDB4L M711f+) 10 [PEACE 3/4• III INTO ANCHORS, ,Q •I,�'h A3) N CASE OAT PREGST SPLINE. PRECAST CONCRETE PANELS, OR PAVERS K FOUND ON TIE E70SRW WALL OR I . ANCHORS STALL K LONG ENOUGH TO RD" THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHMIl ............. . K AS MfNmIED IN At) AND IN A.2). r NO. 14167 .s (B) m Dl�ryg f ru BETE aLV;K WALL, * ' * -_1/4'! TAPCON ANCHORS AS MANUFACRMLD BY I.T.W. BIALDDI. INC. ILORM BULOW CODE NI h Vlioo Nunloone ,/4P X 7/B' cull -IN ANhOR$ As MANUFACTURED or t7E11AL7 PC. (rr•w1900 p.4.1,) - 11A-10 RANDIMTE FEWRE 0 NASD PAN[IWTE KU6 ANCHORS, AS MWUPACIURm BY ELCO CONSTRUCTION n:.% �• ` 400E tNaaa NOR. 20 BABE GKVM�D Elio STORY PNtI PRo000T0 (r1tt.2071 P.6.1) .... I__ MINIMUM 10 WAar taa INSTALLATION LS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANIELMINTO POURED CONCRETE OR CONCRETE BLOCK 1a1A1a NIP1alON wi -Fes//---•n(w5\\\ice\, !gym W s--� `j T - 5 1 i' I i 1 XE,m Y 1 .11- Ir I A .• ,o auw / g i r M■P � "tlJJ 1 e NAKIA a. .rWALL AND INKU mo i - Q aDvc 3 / LMp Mal I�H1LL/PM.KON.IM ISLROO(K�OO�N./.aH 1 . M 0 A4a • E W o m Y jKN111WI0H� TwEd OK ES K i) �,I ANA�w A Ea . IIOK mv. �tlE1IC lI aIsm w44 ma f aa. -0-0 N 0 N O Q O 2C .� cu C -0 .� c N C cuCa O N C)L_ C 0 3 0 U O .=+ 0 L �m\\ -Li .402 ��� M vi � o N •= as -o O W p Q g O H� v -w C.. co m 7•C LV - c I' C1 N cc C Q Y =N O] a7 La •3 Lv w S O C= a� N C O O a Lj cz cn CD cu i� O U C13 I..L U rar^y cu m Lu a z z J a. SHEET NO. S H 1.2 TO or- L'OIIO 6 -fR7. uTa 44" -7s.3 w OR LIFE I I/1r SOLID • rN ! aw .40". -75.3 w OR LESS 2 7/I' Sky= • 4' a 410 j WQL1lQ - �Yla/aWi, IA& R WNWrr Al RVORW ! 40W OF ►MQ LVr WNW ANCHORS BRIM FOR L 0, . S r/a• " ArOlr.,ai m �t�A„ OF�, WINS gI1Q LIM" v 0.) PI�D,K M r• TnPOp11I IYLN-01 RWGWR rOW[ O AIROAMTE PAIS TO oIPAWOE m O01NETE m WNo" RETE m mADKAM 8g0, -70.3 12' N/A 12' N/A it N/A I lr N/A V a 2- (TOP) 70- ORLESS 11' 3'0 to• 3' IV 4• e' IV 1 OM 12• 3' 111 r e' e• e' r 1 Y (BOTTOM) A N/A N/A N/A A N/A 1 1 ,1' NM 11/2 N/A A ,/2• N/A ♦ 1/2' N/A 3' (FOP) 12' N/A 12' N/A 9 1/2" N/A 9 1/2• N/A 3' (WITON) 1r N/A 12- N/A 12• N/A 12' N/A 4• (TOP) 12' e' 12. 9 ,/2' 12• 1,' 12' T1• 4' (BD7id1) 0 U10181) TO OLD W. A3D. OESON PRESSURE MUSIC. as am s FOR AMORB IEEE a WRONG WR NataLLARBA INTO R000 ROLE BIa0119 MORN AMF OR HD. LASS THAN MINI FON CREATE An REDUCEINCH NIN NN aRA e IN NSA i FOR VA UIi w DOOM $a ON 9DImYlt LUNIE wells, 9Y N.A ILVINGVVM •ACID OSSI L oW WORKED SPACING CI TNE AOM UNI SA FACTO TOR the Q►BRWOW m N Naval: O soano /9MRIW MI• m AN Mm BE Lnc TNNI M•IIa1 SPACBO IIIOO.q® FOR (KIN AIOla1 LEFT a Allaldi t 41 I.dN/ 1 1/41 141 1/{Y 4TAtA-M IBC. ANON RAINS 7 J 7 a t/a mN4A.Y.R orr •U ILL AHr.1 o4A4W w R7 3 a a a a a 1p A'/I oerJ• - a'Ir- - - a• r 1I0 - IA. M I 1 ,I4 1M0 1 + REQUIRES r.4. DISTANCE smu" 90110E OF ORIEL I AID ® TO K 1/2' I/r MIA L31++RfQUmEE As"DISTANCEBETWEEN BOTTOM OF►AtF1A® m BID3/1 10'AM Mn. COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE t/2-1 ) -15.12e• D"ONAL WIDTH) _..------- _--- i, _�____..___._.-_ 12a00• tOTEC7M WORN) _... _._-.. _�''j I +,.700 r- 9x SM ,MCRs -.,BJ• - - 1.2911' op• i t �G. CRISIS , as - --'- 1O<•• i i Nb• Li 004• Ir1I. TIM (a A..l iO �f 3.J1s- IAi1• -�� t. '�,BS� iH IML Je93� `�01114, TYJPPI ,', •l xpm OIDe I OM• i , L.olr ->♦Rlt r BRIBE 90 IAMN EDAEtO J.125 1-aBtAL A 11-6s aAW. EDGE - i,Aw Y►.s '•�(T'A ) m �4E1L2MlIEL• r - ---- Jl RIMS •WL BE INSTALLED ALMIS L. __ 2-Vr-- - 0 40 A LOT UK OFTo Now W/ F wn O2 •N= O3 m O4 Awx wITN STUD 1 tMIW. my mat OA0=4' (STEEL AVARs 00 LAP RNFL r/UOARRDfo -- .JIe' Pon 9"o' t i - i r P.exl oats o.xsr. - 1@ OR 3� _._.,. 2.250"....._ _ �f'ZObffTm VIEW )9ETAIL A ;3Si _.�• RNEA �y F370'!-►-6NR 1. ROUNDED CO • ENDS OF PANEL'S . A07, 1M• ~ j- ,121 ENO UP W/ HEMMED FRY. L_r _ . 626 t•--2.J7e' . -_-, (N.T.S) .37E I r LOW P, AMU -Irm or INN ar oB7 p�q' 1 KEYHOLE WASHER s,7w' 3m j I (T+.) -1f" Y 31De-N,e4 Ktw. KLDY ©KEY HOLE AT PANEL - +■' - FRS- (. ..._U tjU SNQI I FOR ANWOMN 3.1x4• it0' -_ Air ' 1 D91• LAMRTDNS IF IUELVE LOOM 0 , 143• I'. L. OLV VAND foil I SIALU•1OMS MO �, ,. O SLEEVE 2 1 /Bw i 1 ITYPJ R A'r-' amILIA dT1AEP. I 1__ 1 i ) 12.5• 2. I a POND) 3738' YI �HUMf•I1 �•�r�ce ,000'0 LIMP•) F1 ice- .ffi0• ­1' ML TO S- Mw------ ®I MAX, ® Atl4LE Q •dM ?=K 1@ pAHEL H.AyYN�JG�Ei�1R • ti _..._. J.000• _ -- t (� A' ,'AC/l (' 1i`NMFG BIOTIN PAWL -...... _ �• • r ' L_..._. �''• E � HONLY s iM�eoa1 � i--- _.. 1• j _ __ _ I ��• ,470' a76• :' >JC ) -re ALIAN. ALLOY am ,.ei, x_. T ( ,.1i• ? No.44167 iLORIDA BUILDIt4G RODE Nort h YRI NMrrban6 zor9 D99' i ';: ,23- y,,t(b.. �® MIN. 0 STATE OF alone 1►,ea i 24 GAGE GALVANISM STEEL STORM PANEL tAPAI to .250 ?D0•-" _. sm smom M' °1L ECOIaa. PROTE6TIOR PRooum Lm Rq[ • 4SN M1N Some 4 ® BUIL6.-OUT wF• © BUILD -OUT wr TRACK ©� ®w MEO WOMUT �-175 rr� Hrif 7.� y wsa WNJIre�iw rrM ekuN►9m 2a0rr M. (ZMAL 3 ALLJOY) PE BEA/BWMWL.W/aWE i P ;• SHOP S A . IBM Anz SHEETS 9 THAT CONCRLR RDOIMI�E'1 srHEET O • SHEFTSSC i HBO" 10) EX O t� Ma I owl "M'r-r3 .L. MINA ..,' PANELEal7D (SEESCHEDULE ONI SHEET 3) ) SOPS .An OF V 12 1/2' D.G Srll fW SIQIL 9 INIIIOUON 10) � SLSEDIRS- 1 (4 ,- SHEETS 9 1WDUO1 10) _'E.D.--•- SEL SALE a/6.1' ALTERNATE COO DIM OOs10D POUmEO 00NCWET)<. SHEETS 9 11BIQIONO' 10) OR OONOKTE LOCK -1 RmUmEO, TERMITE LW CONC ATE ANCHORS _ ION 91if IS111BOlIDIT _..O �• w-� SAL V.-An PNp ,Op !••►--(- oF-. -1 _"'1hyMa�DI IN sCAM OI 1%r OA ' MWL PANEL LENGTH J > sukwlm } ($a SCH IAI E OR MR SPACER 10 CLASS. SCHEDULE IF NER N ON sw 3)SCL 'N9a1DUl . :ti K gfl/P _'AL- m) 4 Um 1. • 1 j r--r) • SCHEDULE (OWN MEET 3) AD OF t -_ CI _._..1 Lb UDWN 1 sm OF V ,? 1 v-as1• t ___ � i I F • . 1M o1. CONCRETE AINDIHDRS , . 1HIIDIIpH 10) ..{qE2 1/B• LONG W1L ALUNNNUM Pr•, I L11 .ir ' ( SPFCM 0 6 ,//4. 00.ND E VAUD FOR E709TM0 POLRBD 1 ALL NLSGN tAAM APANEL OR CONCRETE BIOCR-" IDIOMS PER SEET 3. REQUIRED, I. 1' MAfI,, LUNG ALUMINUM SPACERS 0 I2 1/2• d.C. (96E TABLE E1 ON WQTs I a ICJ WALL MOUmnN8 Malt SOME 3/FI 10. 44157 t STATED C' ' f10RID1`.• • �O"• ••�pQ .Hem IL/mC 4G IL EC O ola. 24 GAGE GALVANRED STEEL STORY PANEL oAYAI I. KwL PROTECTION PRODUCTS/ LTC. aIP BAL II .,Net -7RM Nk NW, a V Ia. NWIO aM)4M DM)INiM ,L N A pW Nw . R., Wr•1A4H 4XL 6AA409pfN4 20-175 Done 14 Ne1T . or m INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORK( PANEL n INTO EXISTING WOOD STRUCTURES IH'4 W SCI•IS • �\ SCREWS R 0- D.C. W/ / 1 I/r w, ,HREMfD FOSTItlOION 10 Om/IN0 W000 MEMBER. r/ �.. (3) MI. a hum TIWANO PpR1WAtiON (, HAT OR ON EDGE R000 HEADER. a Ewa. /III• B. _ -i u tro RW F CA DO O f 1 / t, , L 11 2y)/ Z .-. - t i1N.F. W/ 7 /aY 1O G6iM WOOO WADER RTK I/74 • 117![ IA H1IN6 TAR *"y;p�UT OOTH or Elm EA. to OF •nC. - METAL ,/'t4 A �/a7D/Af3"/t : B GLASS. j //I4.�-�/4. EHE 7ro'a M1 mOWS ' 'ANC W/P4MM@ Lit W ..Try' _gg. QIV BEN■�iy-E�T�' 1 M , 4•ti a.�/ t 4n1NnLM�[ K r! n 8 �,• ` •NoI to ` 7Z/SE' . T7� BaI•1 'KIfDMT10NY9 HT I/7' 0.a ' / / 10,NIEOIE,11 R rFp1a(,c�r W �Lappp(a r.A or Pi ATNMfs �. on ' NA) OILp�1 001 � ,0/• Ilk Iffelo yppp/"'�M1,A1[ �pp�BDiEnw �� TIWAL Cay� r WALLM/ 011 ON NOE &4AlOIO�L\r.� Fw WALL I/4 -, ALE 11 1. IlDNNAr1oAS ARE ONLY 1AIp FDIC ILLDMDS WITH AS O, -T"- CMOs UP TO +wo. -73-3 ON Am PAS$ LE310M up TO T-to $ .. U AM"w"All i[[ L rOR NEW rooD FORME COStRIi'1OM Wo00 ow TO m Ioufmm PRE lNa 2. W/ SIECfIC OF)ISItI OF OJS oR 1plAL 0 �4,T.... .•.; ••�`�.4,' �F IWL.1« 9Q afaR,cA AIR REOUMWNRIs FM q WI ®RI TOT• AB WOL Aa PAIR OotPAC1WII ro /ARCAf OR M , HALING a w Noo..4 Toro a moo SM4Al0M „4t dN a STAT OF, OF. ALTMINATME TOP •. f�0 TOY A BOTTOM NIOVNr11oS CAA m aOASMm N MN WAY To, NXr AIR PIBbALA,ON, 6 O •• yN/r/H .•i,1 cM NOTE IFNI1Ef1 TORCH Nor sIFOWN FNI CLAMP AT T�G..Od..iRIIOY WITH TRAM �9R� • MAXIM M PANEL LENGTH "L+" OR "L-" (f1.) 0 MAKARN AJN.D. PRESSURE Rom (p.PJJ (+ or -) CONCRETE a WOOD INSEALLAWINIS t ace rr-r Ir-0• Sao Jg0 r I'-i• t0'd JSO W-10' IO•-0• 4a0 r0'-Y !•-4' .3.o a" r-r• r-4• SAO r-r t'-0' fee I-J• r-r no I•_D•- >-4• _ no 7'-1•_ r-r 7so r-a• r-ro• a00 _ 71-J• t -7• no r-0• r-a• Pao lAlO I'-0' a'-0' 11a0 r-$, 1`010 t'-J' Jr.-D.nao - III-1, r30 f 1 1110 r-t' W.) 114•0 LAG 2101101115 • r 0.1 W/ TO tNO MWINO WOOD MIDOM 6 4• WINE C.- I ,14 0. 1 aM 00.D000r LacrrL 1 • a ,HrAoet IEouMao ( a r/A' Mn IXL TV 7 'p r11 � n•wN S. M, " DE °A9DLWIT 7.7-` Ni to ImaW)NL1 7/R•R,a/32' IY d4.1 ` OGW/ ot // '' 1.- 1HIII[MM rPpaTM/ON AA••. (2 S I 1110, rriNE M� Of XLAI[ ••u� REQIR� � OR am cm 1 ALMO NA7TVE t Aw SCALE 1SCALE 1/4 ". T * L aBNB 1%mm we 20 WO[ OMYAN(ZED STEEL WON PANEL 4611101 N, MAW PROMCTION PRODUCTS. LM am + m/ap/wP .::: •1n�.m a I••AL ")r-7P.A Alt tllp)M wm 20-176 •LI •'-Iw' AII4NW w: P[. •AAA>dANYRIPW/OM( a/,.R00tII�„ P _ NOR N A BE EI1/4, 3/1S:, 4/5. t) 6/5 r � ONLY ran e" STOW 2/ ANCHORS OU SCHEDULE ON TWIG. sW/e. 3W/7 t 4W/7 E. CONCRrm RL.00K k wpm (t) r WvmiI .. ---.- 911a1s a fd an) alp WRM TRACSS ' _ k D- 2R k E7 O ! O naFm umAl EACH ENO! FT-1--1-r .r,- -r -( r-i TlY f`f-ri-Z-F 1` T-?_r-r1 MAXIM UM UM PANEL LEN H "L+" OR %-" (ft.) D Know 4". PRESSURE MTM CONCRETE a W000 MTALLAms t Sao 14=4' 1 13=0' 290 fall -sr I n=r Ja0 l i,-r I W-7, ,es f0•-10• P•-P• 490 A.-4• 6'-4 - 4a0 r-r• e�-r Mo Sao P'-J• r-B• 040 W-01 7'- ' a o ?w r-J• Tao ?, r ill -it, 7" 7'-0• t'-B• Sao T-0• 6'+S• Sao 1.,. t•-J• Pao B'-a• r'-r• no Ir 3, Iowa r-J• a•-r logo ra• 61-41 rrao - a'-1• rrao - 4'-ro• raps r-s• MORN spomam To am 5T emu A �I.NB'1M Pon RIND SPEW 4 170 ,nO.A WING SPEED > 170 -Ph uNRIVIWAr® RESTRAINED D UNNIMINAI ED RESTRAINED 30 Olt LESS 1' ,• r 6 1/4• a3S TO So ,• ,• 7 t/I• 7 1/2' NO TO 165 1' 1' 7 1/2- 7 1/2- lr,4b m ,• ,• - 1 7 1/2- /,_\ !AO MI4!.A 414U /AAl4.A/A I.AAAI.fIF1AY TOP 00770111 ° T IOW V1A'XI,V HEADER HEADER ARGUE 'Y' TRACK r W 1 to�/� a811RIe - DIRECT NOGG 4/' 34• 32' 3e w SO' w• 1 1 13TL1.r"Mal 3r 3r 3r i T TRACK S6• Ja' 3r 4r 17• w• w t Br it 1. 3r SO• s9• sr T Sr 3s' 1. 3r 60• DS• ar 1�A ..1. _. l .--.!_LTr.l r T,NlOL1ED MARS �` 13T PANELS w/ 1 40-1001• (SEE SECTIOIRS NE % (SM MSECTONS A9 • EA ow" p ; i D.M..3O. 0_--- j ®ar® - r MAxi A M-1'WN �. _.-._2/1 1/4. 3/4. 4/5, s 3 t 6/51-AIL 1W/e. 2W/e aWf7 t 4w/7 ANCHORS (SEE SCHEDULE ON S IMIS % ,0 al,)...._. ___. _.._....._.J REGULAR STORM PANEL C10 ELEY TA ION LINT',/4- MN. GAP r 0AN rAOBM ., 10RAE M&M ;C L.O SECTION A -A NLTS. (2) pox" RE 10 Wawa W1SKN FMIL UBORR ONION A POSIM NA 0! I U0A0. BEKRNNE W MN PANEL LUBN 'L+• nm SCMCD LL -0,A IImAThE A9D. pESIpN LOAD. OETIRINK YANIIWN PNEL LLMN 1= fIION SCIIEDLAJ. FINAL APSIRM MLLOSIIaC IMQ IOIOTN tlt OOINL TO M r(MOl DEfOY1FlC NWIEI WIOIM WrAm %4' Am'L •. (3) SQ Soft" BELOW FOR rAN. PMa UwV" Fop POW . QMUhNNON. M SRO WOOD ARE UMEO 70 4 96 PAL MAX ISO. 010111101 PM MOTE MI1NG 6, 10 a II Ede WA A" OEM LM09 It MAX MNa. LWG" FOR �• 'lI11CBR n USED, FLOM" BUILD610 CODE Non n Wtoo iAYMCOM zBM * 44167 .ow RL1ma W- 24 GAGE GALVANIZED SM STORM PANEL a1rlr.IN, o: 7EOF * IL ECOtee. PRODUCTS. U.C.11 °F .. 0R10� ////�/iO w A.IR AIN,aR� aw N0°wML�F�1a»°a'4� 20-t76 S� ! J F1-• I pq� ��PM A7-•Y NOf, (M)N-IRy rAL (M•)�•47W! �N Its NA OA40eOt� ►� aat a s a ' ANONORS j ESQ iCH(DIA.E ON -. •c (-To WASS, - 1- ) CilN SCHEDULE �/41.ap ON SHEET » 'O I BNECT 11) _ f;.(OI NWAP f0.1s 1 1 - 1 MN OAA 7-f) l j' - PANEL IDIIOFH WOOD ANCHORS{ ON _.� i N aAS! 1 1 t SIEETSCIH[DNEL� lk/M4X• SHEET 1TSC1[ME 11Y! _ 9PMCCR 1 SIR �, LENGTHI i ___ , 1 { ,• ' 1 ' IRA. I I - TO CLASS. V NOS. /AIR tFAkTH 7 (SEEON i SHKS OWN SHEET 3) A 1 pp1•y���B w RiiA" I (M FOP N,N6 I 1 MAIN e1N Y-r) BOX 1 i ' 1 2604* PLATE (D1NSEEWOCIKDICNtOLXE ON SEET 11) - _ ''Ili WALL AV WALE 3/6-1' 1' ML Wow" TO {LASS arm TI01lIO . L m 1 AR w 1aKdA.M Pmmwaa (A) mI�WAI• SON PAp UOHIM 0 LR sler RAIRL IOeAUBION W RRo wosWlo Wdm FRwe°liii. (4) SE WLISQ��I IN , W ( ­­­--L-. �I- AWL LONG ALLANUN SPACERS 0 12 1/2• aC. (SECS TABLE 01 ON SHEET 11.) �1 SEC MOTE •' BELOW FOR UA TATRNS FOR t' AWE, I II I i, 4 I 1 1/2- LONG aicvm PA U LENGTH __,�i. 3 (OWN SHEETDSE \ ...:Y I P�• �' ._PANEL UVE FOAALE ID OR PAIR ANTE PLUS (SEE SOCDLKt ON sw 11) t WOOD �1TON TOam. 1 ; PLATE REQUIRED G�iR REE j 1 DIRECT MOM WA( SPA I * 1 SCALE 3/4.1, 0 12 I/2. O.C. sit TA6{.E /1 ON SHEET II FOR MAX. PANEL LEwm a EIS 11 W1A. A3.D DESIGN LOAN FOR THIS DWAUM10N. � t � �!;._ I 9ooD ANTaROR6 ' 1, STA60lIIEO W/ STUD 9HEFt 19CIEDULEii ON ) 11001) _`k4 i ' PLAT[ REQUIRED y/ 1. WALL bmi MOUNT ALMIENINAfiffififf SCALE w"'. * Ik MOM AUGER NA IMV BE 11/r UNTO IF: (1) MWI Lma1 S G1ON0IO1ff(Ow�AA OK NONY PURDAH WIN W-r &Lon Nemlow oW WIN w aombo it . ANY IIWIdABE 0D ((AIBNA+ u sm WmU wroSW r OM16 YaE NON[ O a NBEt p PUNT 90" K IN= O� WOW HAV 9O t P " SE WIL 94 YAaEOepown.. umme I a W= m w a NR wimm a A 411111110111)I.1 FION VANX PWIQ LOWI S A1111110 a1 N1 >W=CMOF W .A 2 AS WPM M m a [-HN fgIWRI Aq THEAIS00• (1r unwo w M ROSIN BNIIIPS O>a ovum Or Afflu MN RL m- P_w.1Ar 1Llbif PaNn11. MnT (C) TO unmo. _;M•+ .A,7•Wr ar.wnY_G n� WM h I, S,OIM PANEL SHOWN ON MOOt/CT LVPLWT,ON OOQl1E11T (PEA.) HAS SEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/4TI TAPCOM ANCHORS, AS YMKUFALTURW r I.T.W. BWDEX, NC WIN THE 2020 (71h EDITION) Of TW FLORIDA BUILDING COOL THIS STORY ►MQ SHALL NOT BE INVALUD AT HIGH - 1114-10 PAIL61N1E fF►AALE 10 AND PANISAMTE PUIS ANCHORS, AS WXWACTURM BY ELW CONSTRUCTION ►RODUCIS. VELOCITYIRIRRIC.AIE 2p1E3 (IRIS DARE / NOIFAM CO{NTYS). - 1/4'R LAO SCREWS PER N0.1 D[SRM MIND LNDs 911ALL SE SETPIYMEO As Pa sECPON IBOB of THE A(RIYE YENT,pED CODE. FOR A BA9C ,WISE - 7/tro . 5/6' WOOD WINK. AS DISTRIBUTED RY ALL POW SCREW, BOLT ! SPECIALTY CO, SPEED AS REOLM O BY THE ANKSDICTIONN WHERE STORY PXJEL ,ALL BE NSIALLED, AND FOR A MVIIONAUTV ►ACTOR KO.O BS, USND ASCE 7-t6 AND SMALL No EXCEED THE MOAR&A (43-0.) DESIGN PRESSURE MTINCS INDICATED ON SHEETS C1) WNSAW THREADED PCNETM110N INTO WOOD OF IAPCON ANCHORS OVAL BE 1 1/2• AND F FOR ELCO PANCLAI41E PLUS 3. 0 THRU 12 a I7, N. AND PANf3IlAi RM" ID N ORDER TO vow THE HOVE COMMON, ULIMINCE DIES10N WIND Lam p('TERIIN ED PER ASCE 7-16 SHALL BE FIST REDUCED TO As.O. DESION PRESSURE RATING BY MULTIPLYING TWO BY D6 IN ORDER TO COWARE TOM W/ MAX. (ALSO.) C. 2) MINI KIM tHREACED PE/lTMTION Or LAC SCIKW. INTO THE WOOD FRAW UNIT SHALL WE I I/2'_ NO rMPADE0 BOB" PRESSUREWINGS IVICAIED TN SEirs 3 9 tHIRl1 Ix ! ,7, 1>s. PENETRATION NW STUCCO SMALL BE CONSIDERED A7 PART Or PC RRm OUIRED THREAOPENETRATION. IN ON" TO VODIY THAT ANCHORS ON THIS P.LO. AE TESTED WERE NOT OVER STRESSED, A 330 INCREASE IN ALLO'RABLE SIR= FOR WIND LOADS WAS = USED N IMP ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DE7VANM[D N Cl) WAIAW EOOE DISTANCE OF LAC SCRIM. INTO WOOD SHALL BE AS N00ATW N THIS ORANIMC AOCOROA/CE WITH N.C.& 2018. STOpI PANEL'S AD OUNCt FOR AIPAC'I AND WIND NESISTANCE HAS DEER VERIFIED IN ACCORONCC WIN SELTON IWO 12 OF CA) YNNIM POQ7WQGN OF WOOD VAHINC SELL BE S/B•. 1/4• 0-20 SCREWS USED 94041 BE 1 1/2' LONG NRAYUM 111E ABOVE NEMIDNED CODE AS PER AIERICAN TEST LAB OF SOUTH FLORIDA RD'OFITS 00014.0t-Ot AND /0218.02-09, AS SHOULD STUCCO EXTSt, NO 1' LIRILAUM FOR IBISES WITH NO STUCCO. PER WID 12-99 a ASTM E 330-02 STMOARDS. AND AMERICN TE5TRr6 W SOWN FLORLDA REPORT /T123.01-10 AS PER JAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PEROINEO IN ACCORDANCE W/ SECTION )SO4 OF THE C.6) N CASE TWIT STONE, OR TT PANELS STUCCO OIL WOOD BOARDS Y FOUND ON THE E705TI10 FLORIN SGLDNO CODE. ANCHOWS SMALL OUCH REACREIE ANCHORAGE SWELL BE AS BE ENTTO"M IN 1). �a C.4A)IMI sTAx-rMRE ecwD SUCH PANELS. 2. ALL ALLIMINUM EXTRUSIONS 10 BE BOOS-11 ALLOW AID rEYPER (LMISS OTMm"SE MOVED) SEC SHEET 7 (p) ANCHORS SILL BE I/S1KLf.D FOtL01AHU ALL OF THE MCOIIWIII/0111TONS AND Sf•LLWICAIONS 00 THE TA/.CHOR•S MANUFACTURER. M 3. ALL ALU AI SVEI METAL USED AT CLOWRES SHALL HAVE 3100-NIA ALLOY, 0 P94US MAY ALSO Y INSTALLED HORIZONTALLY FOLLOWING INSTALLATION OLTALLS SIMN ON SECTION 1 THROUGH I (SHEETS 4 4. ALL STEEL SKET MEEK PANELS SMALL HAK V TUML QUALITY STEEL. ASN A-653 GRACE 80 MNRIUY. 0-40 GALVANIZED 1HR000N 5) EXCEPT THAT HEADERS® a® SHALL MCI BE USED. 61Q3. DE "lioN W/F1'. S2.2 k• (INTER ROLLO). 9. IT SMALL BEM REPONS04M OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUC7LtK WRIER[ WITTER IS TO Y '!, ILLS lCK,119 i0 BE STAINLESS SM304 OR SIB Mill SERIES OR CORROSION RESISTANT COATED CARBON STEEL NE PER DINSUILDRIft ATTACNED TO NAIRE PROPER ANCHORAGE. TIM SHUTTER SMALL ONLY SE ATTACKED To COCRE7[ BLM OR WOOD FRAME T10079 W/ SO k• YIELD STRENGTH AND W IW TTNSLE STAENM AM SWELL COWRY W/ FLORIN BUILDING CODE SECTION 2411.33.4. 10 EACH NEW" SIGN PANEE1L ,RT. LENONS OVER 10•. AS PER SECTIONS 1. 2. 4. S. 6 AND KTORM7MS ,W, 3W at SEW ON NAVE 04STRUCIM OWNER ON TENANT TO 6. BOLTS TO K ASTM A-307 GMYMAZW STEEL, OR AIM 304 SERIES STAIlES9 SIM. WITH 36 kM MONNUM YIELD STRENGTH SHEETS 4. S. B A 7 IKY[CTNFLY: SHALL A UEpOE MID READILY VIMM,[ YARNING SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING POIWS of HURRICANE WARNING, 7, ANCHORS 10 WALL SHALL BE AS FOLLOWER 11. THE INSTALLATION COMWfO1 IS FO SEK/CAUU( ALL SHUTTER COMPONENT EDGES WM04 REWIN IN CONTINUOUS CONTACT wry" BUILDING TO PRAM WW/RAIN INTRUSION.- (A)THE 1/4 0 TAPCOr MNCNOIIS AS W"ACMU BY I.T.W. SKOEX INC. (M m, V3182 P.4.L) 12. VON A ►AEL WFAILAIM SMALL COWRY WITH SPECS INDICATED N TIS DRAWING PLUS ANY BUILDING 00 MAN0 REQAAJIONS - 1/4. 0 . 7/r CALK -IN ANCHORS, AS M~ACTURED BY DENALI NC PRODDED BY THE JURISDICTION WHERE POBM IS APPLIED TO, - 1/4'0 . 3/4" SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT ! SPECIALTY W. 13. (d) THIS PRODUCT EVALUATOR DOCUMENT (RE FM at 11115 ENGIKOt IS AND OOEF Hot PRQIIOE INFaRkNttON (0, YN3000 p..I.) - #14-10 PANELWTC FDA#AE 0 a PANEUMTE PLUS ANCHO S. AS ~ACTUREO BY ELCO CONSTRUCTION PROOUCf1. WOEMERICP-E SPUN THE COD I'OR A 511E SP[drlt PROACT, Lt. WHERE iHf SERE COILOIIIONS DEVIATE 171oM THE ►.[D - 1/4'0 fJINAC WAIN ArC/ORS, A3 Aa31NFALTUIRW BY pE1YKT, INC. (b) CONTRACTOR TO Y RESPONSIBLE FOR THE SELECTION, PURCHASE AND MlFKIATON INCLUDING LIFE SAFETY Or TOM PRODUCT BASED ON THIS P.LD PROVIDED M[/SIN DOES NOI Omit FROM THE COIORIom DETAILED am THIS COWMEN . A I) 2' ANCHOR IMr1MVM EMBEDYEN N1Or TAPCON S INTO POURED f:ONCRETE SHALL BE 1 ]/4', TOR [LSO PJNFLWTE AND CONSTRUCTION 2M[1Y AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 3/4" FOR EATING. N ANCHORS. fc) I145 PRODUCT EVALUATION OOCWENIT WILLY DON910O1E0 6NA110 IFMODIFIED A2) CALM-N !SOLO -SET ANCHORS SWILL K EMB OOEO 7/6' I410 THE POURED CONCRETE NO E:MBEDMOif INTO SMALL BE Oi7N1A11,E0. 1/4' 9-20 SCREWS USED SHWA BE 1 112" LONG Wo" SHOULD STUCCO ExwT (0) S1TE SPMM PRMCTS SHALL BE PREPARED M A FLORIDA REGRTERM ENGINEER ON ARCIREELI INCH WILL SECONC THE AND 1• WNMUY FOR WAILS WITH NO STUCCO. AND IA1Y Y HEADED SCREWS OR ALL THREADED SCRL,VS W/O HERO, CHOKES OF RIECON0 (C0-R.I ► R THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT 111N WINE; NU15 PROPER USE OF THE P.E•0. �NQIEER OP WECMO. ACTRq AS A DELEGATED ENGINEER m THE OF THWl P.E.D. ENGINEER. "TAT TO 1VIS U/RR THE STE SPECIFIC OMYIINGs FOR REVIEW. AJ) N CASE THAT PRECASE STONE PRECAST CONCRETE PANEL'S, PAVERS, STUCCO OR WOOD WARDS 0E FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL K LONG ENOUGH TO REACH THE MORN STRUCTUIK 00*40 SUCH PANGS. _ (•) PVU BEAR DATEPREPA M ORIGINAL TEAL AND SIGNATURE OF THE PROFESSIONAL ACCHOR E SHALL BE AS MENTIONED IN At) AND IN A2). E�IN� RECORD 1THEHAI (B) BED f3aS7IHG c ry' SSOOI WALL ASHY C-To- 14. SIUTIS IMNUFACMRD,'S LABEL SMALL BE LOGTED ON A READILY WIPE LOCATION AT STORY Tr - ,/4' • tAPCON MCHD16 AN WHUFACNRED BY ,, T. W BUTADEX. INC. MRI OF PAIR SHUt7ER IN ACCORDANCE WTH SECTION 1709.2.2 OF FLORIDA BUILDING RUDE. ONE LABEL SHALL SE PLACED ► R EVERY OPORNO. IABOUNO m COMLY WITH :A.QIION 17099.3 OF THE AS NRED - 1/4' .. 7/r CALK-M AAS M DEMIST, INC. OUILDING FLOP" Cam. - 1/4.0 X 3/4- SOLO -SR ANCHORS. AS DISTRIBUTES BY ALL POINT SCREW. BOLT ! S 07ALTY CO - 414-10 PANEIMAtt FT AAi 0 AND PANELMATC PLUS M401M AS WINUFAOTNKO BY ELCO CONSTRICTION N - I/4. 0 LWAC WJUN ANCHORS. As LIANUFACrLRKD BY DEWA.T. PIC 9A) MRWALM DMOMOR AN OF TAPCON CHORS, ELCO PANOLMATM AND ZKN ANC AAC MALHOR. IRO M •VEEP CO fT.ORW/l W1t.D111D DE YRloo H1IFYIQOnI 202 BUICK UNIT STALL BE t 1/4'• RNA HORS CHORS SMALL BE EABEWED 7/B• INTO THE CONCRETE BLDCN SNIT. NO %,44 9.2) CALIc-01 a ANC 7 :1 4NA0 1um0. Hs. 21 OADE oALVA1kLED STEEL STORM vANEL DRINK IN, SNG40 SMALL Y RMOTTED. 1/4' 0-20 SCMWS USED SHIAm Y 1 1/2' L014G MO " SHOULD EXIST, * -'- -0. AID ,• IANRWw FOR WALLS wm+ Mo STUCCO. 8TATF �:•• 8.3) N CASE TWAT PRECAST SRONIL 00 PRECAST CONCRETE PANELS, STUCCO OR WOOD WAF= Y "SORT EKWINC WALL.. ANCHORS SMALL BE LONG ENOUGH TO RE.1O1 THE OWN STRLCtIINE Y/LINO SUCH P AS '•. ANCHORAGE SMALL BE AS MENIIONW IN 8.1) AND IN S.2} rySf u� NA� A�' -- �• �W P'L AA/WRw1U1W/RNE IL E C 114MOM �rECTION PRODUCTS, LLC. .EON LP 0, SPND •WINO aM)� T.a r=AR,aeQlr-on P4 20-175 _ 1FIR1 H a 1R .a .� , w, w... A 71Jr. P[. INSTALLATION MILS FOR REGULAR PANEL Ct� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t{a (SEE SOKOUEONCONCA" ANCHORS _._.... CONCRETE ANCHORS oll SHEUS 9 THROUGH 10) 0 iHE[Ts B TINIOUON ,B) r.® CONCRETE OR POURED CCNcom HACK 1 4ti-1011' - f SCHEDULE IT/1S5 ON BRIT i) ( I t CONCRETE ACNORS L._ .. A .--.._ .,-1-- ON (SEE SCIEDIAE� 1'IA­ f SH11ie • tIM01OH , �- Ei tt 1 /2' I , K� TFRW E = I' W1. i 0 LOCKWN ALTERNATE COIa= MOM POURED CONCRETE -OR CONCRETE SLOOL RECUM (SEE SCHmu ON smars I TIIBDIDH 10) 90AE , a'Pr SEN D N OR SHUTTER E CLASS.; V MN. IMNR LOOM j 5E 1 SCHEDULE IS i OWN 33) PAWL LENGTH .I (SEE SLY1mlLC OR OW 3) I I p�Y I f I frIASS MALL lII JOB OF 17 i I ,/4. 04 1 mix. Ea ___...._.... _.3_... I - lv EXOTIC POLRIID . yAO1 �OIR CONCRETE BLOCI 1. 'LIOc 1N Si ql . 0.1•""W/AIR REQUIRED. (( 1 XTI 04 `.c/`H LV 9tA0GERED (Sm SCHEDULE ON SHEETS 9 THROW 10) SOLE 3/9-1 REQUIRED. CONDOM ANCHORS VIVETS 9 THROUGH 1b 1 . ' I I 1 1 ; 1 W. SEPAAMON t' IPML PANEL LENGTH an>S � (OWSCHEDULE 3) - _ ) N SIT3) 1 I a/•S ED. 1 (SEE 6CKEOLAE ON --- ---- 9rEETE • TIaQIOH to) W/DOnY WNW SOW BEf ! CNA-N ►EXISTING ANaAllla - m POURO CONCRETE Am USED. ACQUIRED. WALL MOU low- BGALE 7/B-1 INS-TALLAmON DETAILS FOR REGULAR PANEL Ct�? INTO WOOD ALTERNATE LLD i I i .': ,�00D ANOR6 CN .-(SCE SCNEQLE ON ALIERIMTE WOOD (STE SDIEOUME OR DLOn. , 41t• *It fG[W 011 ' @ 1-.1 , _,-�-m',s SHEET 11) fHQi 11) it M yw 1/2' i -, YAx. M000 WEADEIt___ �.!A IT --- o. , o1lss 1 1 I o � E OKNOW SHEET S) IA. ..._ pR�~IOIn'W I MAIL PANELLO (WN SCHEDULE _ ON MEET 3) 1 Box i OF t rx• N1°ODOLAIKD WOOD ANCHORS _... _. SIECT ,- 2 AIM— ALISw sauE a/rr NOTE F"DR COMIMH W Of SECTIONS: : I. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D TOP • BOTTOM MOUNTINGS CAN 6E DESIGN PRESSURE RATNG (O.W ANO FMNL1 UENWHS COM69/CD INNY AWAY TO SUR ANY AS PER SCHEDULES ON S INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF O.ss OR EQUAL. WOO ANCHORS (SEE SEE7 f 11GKDUli r,� j 01 orf 1 �J I ITr H '1 i �,-�P101 N10110 ti jE000 ANCHDR7 ._ SEE tlBa!)DWE ON i' iAAX PAM LENGTH (SEE ON SCHEDULE EELS 3) -1-0 N N L _ cu s, NCL O� CL O O C .� Lu U -0 2 a- � "N cu Ca to O u- O .N Cm G a) O L iu U) Q cr) 0 W w LJ- E a V- o C V CV CO >K .!2O _ VS CIA w co cc Q !V ]1C Rn CD - c ' N c Q re iv IA w Aa NY .�.• m C = � T a'c IS f.J 4- cn WFn�, W CD ARRISSRIP cu O cnCI C U c O ■ Itl� C0 cu I..I.d W Q Z Z Q J d SHEET NO. S H 1Y 3 1 1 vARR� 4 Ac a m Fa RNE« .ro.a-re:A 10 ""-w'4..EII r ts'1 nlAlan ,MIL Sam Af . , 3/4' Alm cokovom re 11e°a°j-�(� • 7 t/iM3~i01i i i/Y•0 un`�wa'`� ' 1 (• r.. , a r _._( � 1 .- ,• t°o loo°IOM `Q .I, WNEO Y i 'ar' . a'0«se'. ` 1 - r t4a _ ` A.: L 4ia 1 ; a5.4 Qi 1111 OR PSEUD C&CNM CG"CN i 05IS o, © 1 1Rq..WI'te1IT'PIAI.' O 6�dpppp(, 05 rw woo "Wit AN } 2 1/Y YJ AIIMAIsIL ���� �_ .�J Naa GAS Y..•.'�..�. wit Ia� aAt 0 n Fun. N/amin Ai X OIS ,aI,4. A14A ANs[ CASE A (PLAN) CASE B (PLAN) SCALE 1/4•.1' CASE C (PLAN) WAX 1/4•-t- CASE D (PLAN) SCALE ,/4'-t• SCALE 1/4•.1• cl-�tRMI.FOAU i OIDa11O NIo�TO x . ao.�anAMEx { _Q CASE E (PLAN) SCALE 1/4•.1• ---- --Y `i 6OtIP-M OR °,LII-W 1 ,g6Rp ooMC167 .� OHS-. p{ ,xw w �a6t�o /FgipuRrpp {•�,/��) OR oo1L1ETt eLOIa, ri�r'•'0654roAt a f PAwelAtax nu5 0aL OONwKis a14a aARs� .-..• (L� ,� AES Ili 14catM� i I As #PLO wl0 tl Io60� aN LIUIS a. a�Npm RNIIs r AIeI 1 L% AC! (O' 4• tkd. 1 � „APoR r•---®'© OR(3 .-`Pl, Fu2AxnRRR�(D ww a ro Ir Now1 NAu (OEM air DR IW i HIM CASE G (PLAN) a° artli iiS :T.e,� �r<F A' t eall) SCALE 1/4•.1' War" .tj`:',jCEN.p-'•.!'� VALD FMOMECT MOLMIr ai$fALUTIW ONLY a `^! CERnFRe PAMl *ISTALATION AT WAS W/ NO. AITR7 SWW LEVEL 141«,G,OIM WWNM 3/4' CASE F (PLAN) SCALE 1/4•-1- loWN lsA A.S.D. DIESIGN PRIESeURE RATI (2•s-f-) AND CORRESPONDING ILA_Y_IMU11 ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANFL_Ct-) INSTALLATIONS INTO WOW STRUCTURES (VALID ONLY FOR PANEL 1DLNS ALIAT10NS AS PER ALTERNATIVES 1W TM 4W ON SHEETS B & 7) - MAX. AS.O. DCLON PRESSURE mim (PA1.j MAXIMUM ANCHORS WNM FOR F•D. - AS SWO-1 ON RUM s A 7 AFFLIGAIBLE • LIMY or SAGA tvAv" o n& Lam •L• (MJ TAPCON IAA mew PA ILMATE F6WLL a -mJSN- PS PLUS wood ws," IT 1T IT IT IT is (mm IT IT 13• ,r IT IN D1511•IQ a 1/Y • ,/r s In• 6 t/r 5 In• (mm It 1/21 6 Ile B,o1T.•) Pon �r 6• 6' �• - two LLas r -- s r r - 30 omw 13• ,s' IT 13• 13• m +eat-e• LM 13, IT tr IT IT 1]' IT IT a Ile e IT IT IT 1 IT r IV (am10Y) 6 112' 6 1/T 6 ,n' a 1n' a /n• CROP) - a 1/4- 12 Ile I a Ile Ism-) W-T 14 -• 4 1/2' 4" 6 1/2' a tn' - tI•% 10 1n' 1 a In• 12, ,II• •' t75P) • SEE TAME 01 FUR MAX. ASA. DESIGN LOWS i 1AUl. PAPA-LOGIMS WREN SPACER Is USED, WRIESPONDING ONLY 10 ALTQ(ISATE 26/ ON SHEET 5 1/4-0 TAPE ANCHOR • MAX. AAA. oEa1W �1 k#AMUM ANCNORB ,NNACINO FOR E.°.. AS SIM W SHEETS 6 At 7 APPLICABLE 1O OF im MNONMA I AN EL TAPCOII L40 Sam FFMNJE o � MOOD 0 ,T 1T IT ,T 1r N 1117 IT IT ,T IT r IN a in' a ,/r 6 +n' 6 ,n' s In' zw (16h - - Role It //r 6 +/4- m"A W-o• OR r 7 +n• r r - DoP) LM -. 7 1/r r r y w - 3N MOMM) _. IT Is' IT ,T 13' m +46. -0 470. 76 IT IT or IT IT 0101100 IT IT IT IT to• • 1T Ir 1T IT 61 IN (e5•roe) 6 tn• 6 ,n' a In• 6 tn• • In• (w) a ISO - - a t/P 1 12 1/r 6 T/4 (eOTf. e• a 1!r r r - Yw leorrot6 13• 1 III' tY tT 5 In" R•P) ,r Ir IT fa• ,r 61Dt10t1 • SEE TABLE /t FOR 1AAlc: X&1X OM014 L0M)S At MAIL PANEL LENGTHS WREN SPACER ® IS � USED. ON w ONLY TO An" A7E 2W' ON SHEET 8 USE.tt A AAM r I I I e LARD MAXOM LEIiO PPAM 40 PSF OR LESS 6'-a' > 40 PSF TO SO PSF W-2' > 50 PSF TO 60 PW W-1W A MAX. PANEL. LENGTHS ARE. ONLY VAUD FOR INSTAlA11ONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS t W/-WwaaT'y 1/2. O.C- 7 _.... PAWL LENGTH L/2 ;i�r?1111;a;J I;I - 111E Sam is a Is MR M CHM ,YIC a WAM no OsmLrma WM alias "wa ano m wmm AMM V*Mm me Mwmw 10« OWN= AR IGOOW oN 7t« no L6 on TWA IW100m of aC6otAL IBM AND= o mom aY 1L&M"o t„ - - sow, ON spdv" I• LIE FOUDNK PA6RIIIL NA ,1« @6wm l0 at mm scale owo m UNA "CM sWl set a Use )WIN WMA WN=R Ne"M NO DAN ANOW 1YPs aM m st3a01R4 I Elea A10M TAR 7Paa1 Mahal NMM WM 04 2 A •aNnAl,tta0 4,aNtMa IQ 3 a + a ,aeAtRaN aAaNAN w ptJ in ose 1As - I 'IT— p051sp POU(JS(1� [D• 4'0 01E1"11 AMaMeR (6EYONO) WALL Mo smr r 1 -& M--0As3P• f -_ 7• INL 9' UNC"iloM !PANEL r 1 _} ON s1EET 1!) i O `• (VAuD ONLY FOR PANELOWALLATIOSLS A4 PER SECTIONS 1 THRU S. ON SHEETS 4 k S) woEalA.OMso P ESSUR RATING LIWMY AMCIIOR6 slloa« FOR Iw E0. ►nt 5rnIs1Ac 6noN ApvPueAatL wXLRw ww-m MAN. A.S.O. PRFmm no" pa.. 111 omm ACIIOR6 5PACM FOR UK ED. Pal! eoltlD a 6FJAN APHA,AAL NAISAIY U)IM WOON SOLID lET La110-R+ANr Jw •r TMO011 SOID-UT TMMC-MMJI WlI-« A m IO Awim( sk •4A -45 IES6 IT +s• Ir IT Sa ,T tr Ir ,r Ir, w--r p, �• + •'a5 4ea. -aa tr ,r Ir IT tr ,T IT L1• , Ir Ir , 1 , (1101 r-r L� IT ,r ,r IT tr or IT 1T ,T ,b•I Owr W) 1TtTIT IT IT Is• Ir tT or IT iT ,t I 1 ,3 tr IY t3' W' ,r ,3 ,a' tY: RoP) tY ,Y »• ,r ,r ,T tY 13' 1r Ir r „ , n a,r ttl•)1T Ir 1r IT IT Ir Ir IT ,T tr2 010110M) WIT ,T IT IT 1T IT IT 1r is• ,s• 3 cmm 1s' 1T IT IT ,r IT is, lit• ,T ,T ,T 1t to s (,OP) 12 1 ,Y 1/! 6 ,/P a 1/4' 2 t fY 1 - - 6 1/4• a 1 4 3 (s0710M) - - 2 1/2 12 1 a 1/4• a ,/4' 2 to 2 1/. - - 6 ,/4 0 I/4 ] p01TOM) r r r r IF r r r r r a' 7 /n' 4 (TOP) a• 5 11r W e• r • 1/2' a' 7 t r •_ r r • (,OP) r - IS - e' - a' - s' - e• - O,mTQQ s• - r r -,r - r - r - a• - 4 (6oT1(XA 1T ,T I3• - ,r ..-IY ,]•_ ,r IT tJ• 1]• IT CTOM , IT_ 1r ,r IT IT IT 1T IT ,T 11 In 6 (TOP) ,T IT IT IT _,]• ,T IT IT IT IT IT ,3• IT a 0tm1oA0 IT IT IT IT IT IT IT IT IT IT or 11 1 5 (WMVM) A' tr IT IT 13• IT 1T 1T IT IT IT 13• a (IOPI IT IT IT IT IT IT IT Ib' tY tr or 1 , a -- - a 1 4• a 1 4• e Ile a i 4• - - - - ! 1 •• e , 4• a - - a t/I e , a s, 4• a 1 a• - - - - e / a' s t 4• a .� lY 6' IT + In 1r r IT r 7 1/2 3 , 13• 4 1 I 36•-a• 10 14'-P IT 6 IT 1T IT s 1 t s 1/II e i • , tr s 1 , To •''-•' ,T r ,T IT IT a ,n IT a 1n ,0 1/2 1 ,n IT r I aw"m) IT T In' IT IT tr tr ,T IF 11• a• ,r a ,72 1 (R r ) ,T r IT to 1 IT r it, r 7 1/2 5 ,n IT 4 ,n• 2 am IT r I IT _ IT IT 5 In• ,r a yr S ,/r a t/r IT s tn• Y (IM) IT r I IT I IT IT is 171 .r a 1n to im 7 In tr a tn• 2 pm10Y) /r 7 vel IT IT IT I tr ,r to' it, I r IT a 1 : ) 1T T IT IT IT a 171 ,T a to ,0 Slit 7 ,n fa• a SIT (TOP) or 7 I/r IT IT IT Ir 1T IW i1' s' 1T • I/Y ](TOP) - 1Y to 12 1 a lh• • ,/4 P , a ,/4' - - 6 1/Pe1/4 meow - - 2 1 2, a 1 4 / ' 6/ 4 / • 2 1 12 , n - - a l i / 6 Ala• 3 PSttoe) r r r S I/r r 3 1/r r 4• 4 +n• r a Ile 3• 4 (W) 1 1n- r r a' r 4' s' 4• 4 1 IT 3 In. 6 I/2' r 4 (1101S) r r e r s 11F 7 ,/r or - r - a' - r - 0 ln' - 7 SIT - 4 01011111111) IT r IT IT IT a So*1T s In' Is , 7 I/r ,r r Ir • t/r ,T IT ,r SO" IT IF w r ,T 41727 (TOP) ,T 7* lr t3' tr 6 tn• ,r 0 In• 0 : 7 ,n• IT 6 In• 5 QpYIW) IT 6 ,/r IT IT ,T to IT W 11• r IT 6 1 5 I]oI',aM) IT r ,r 0 1/Y Ir r tr r 7 t/r s ,/r IT 4 1/2 0 (TOP) Ir r IT IT IT a I/r ,T • In• a I/Y a Ili- IT a 1n• a (rot9 s Ilee, 4' a I/r s 1/4• a iN• 61 4• a s07T.• - - tIle • 1 4. 61 •" s t 4' - - - - s Ile a l 4' 6 17 . SIX axon 1, TOR Mae" I,R a WAM MR aWaWAMM Mo sm° /RARE a1A=m • WWAM AWWOR YAAM[ AM MMW ISM OSWU AIR Noma« ON ISO s01 " POR LA LM I" OIMOLO am ww mu ARCIRII sM01M a7 "MY" wpm* sow* ON Sam" R ne FOUMe "WOW no %a OPYL,tION « as "OWL REa1M "POO WOO WHO MICRON, sail IRS as LM /ION MOW s t=* slaWO MR SOON AM M I1it NO TAO AIRJ TYPE 1/4�1t/41- ae.o-N" orN•a aNaM �4R wmm now stNalo ) a a a i a I/r 2 VI tAOwsM«M PI,t A a 1/r r 3 A I/Y a 6ARANQsai MOOT a 3 "r a IA• A 1 A a wr ACIIaL I� 6A06Rt a Sr.4. TZ-! aw ao Sea In. - IL" fie SAN •• SPACMM)S COSILY VALID WHEN SPACER IS USED. SEE ]ARE WooLMtt. A.S.D. OEM LOADS t MAX. PANEL PACER i Is f6ED WHEN S URL& A .. A". DOW LOAD t�IMPA/8 40 PSF OR LESS W-B• > 40 PSF TO SO PSF 61-2• > SO PW TO 60 PSF 5'-10' A WX PANEL LDIGTHS ARE VALID FOR "PALLATIONS W/ S" SET ANCHORS AS W/" SPACER AT 12 1/2• D.C. (sEE KCCM4 a ALTOWINFS am SKM 13. 14. ,s a,0?------------- AW/10. RR--31AW/16. R�-i8�16L%Y� 1a�27111/14 RW-!IM/16. (tI6E FOR PAllI j V +1 I VAAL Ha LOOM + PANEL LDwHW lO _� r!' I _ -a RtuAAR sroRM PANG ' 1 I I,EIXAAR PAMEL , ; (W/ wPvriliENOLNM W. ' I r 1 I .1. L '`` `. I i Ii ' �onN 1•AI(E'L (W/O oAa * tso o PM& LD I'' WXY) 1 l L . 1 � ''`•'_ '• ! ' ,1i _I I j A t1K r-r MR. Mwa IDIDIN I ' S S eQ19wlVpy 141� AT ALL MOUMIROa j L r I I ( 1 - ' r WL 1• twl . 7 NA, I PANEL emTW O0-M T. i p n l � I I l WM NUT AT LMO�O _ WINO LEFt PANEL RIDM PANEL ]' wi t 61STAlAT10N8 ONLY VAIA FOR W910 R-1A/13 R-2A/13 R-3A/14 R-1e/13, R-2t/13. R-.TR/14 , SPEC UP ro 17D mP.N. R-tAW/YB R-ZAw/T0. R-31W/16. R-TAW/1B. R-28W/Y6. R-JRW/Ye. _-ANDIONS (SEE stcrod a ALTOKUND W LREIS 13.14. IS •Is)-_..—_—._- -. 1/4• NNI. OM urE SAFETY STORM PANEL n ELEVATION SCALE 2.etr { r•O WORM PAMM (W &"B E -- +emu Saw I� f' 1 STORM PANEL ! - L c /t ^1 oc . • .YD '�SEII9hevtl .:ssssz-sz--�—______��. _c _ __a _ sY➢YSo A gg��iN'Ittf s4sz=se Le'E,ww PANEL * * FLOFWA WILDING CODE Non MI h VW*offv Mu,Ykorw zone EXTERIORDAID►+ k. am NLIam. Ott 24 GAGE GALVANREO STEEL STOIRI PANEL ,ILe�d an �tSs�•...•...xG1�4 PROTECTION FROWIM 1J = p aac� SECTION A -A L B C O a«e. tRa IN. al a1Wt SCALE 1/4'-1• HMI: sNl� � tM•.o, MOIa. 0- A File $&ONO-gW 2oLrAM N. FL Ofa,/sRMUt/WE R,L aAaROS6- Ft fNwP 1a a R 1WA]ao�aaaar mm. 1. Ri6TAlAT10111 ARE ONLY VALE) FOR A.S,O• DESIGN PRESSURE RATINGS (PLf AND PANEL LFNQMS AS PER ELEVATION ON 1L 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOU HIM PINE No 2. W/ tIYECIFIC DENSITY OF 045 OR EQUAL 1• wx. e• PRIEL LOOM W T4W 12) i vr�A`aiL � REOIIeRO 7:•i'.Ii�177J;;i6. 'Yaf�#?laaii9!:f7 d Wa� i ._. .., t• WJL PANEL LDIGTH ON S"w 112) 3 e- ' (VALID ONLY FOR PANEL(DIMALLATIONS AS PER SECTIONS 1 THRU 8, ON SHEETS 4 i• S) MAL Axe PRESSURE MTNaMo MANOW ANCHORS SPACM FOR MI EA PEW $M Ut 6CAN No APHICARL NAXj%RM MO. ASA PIR9S17R MA1f N AMMM VACOW WIN MR EA PER SWO" 6BON APPLCA E ato oP 7NOIlr t•A2eLtN V44 M SOLID-xET it 111 ISAMPAVOW lAAMC-NMIM CALK -IN • 1E11D7M TAPCON wit- [Tmm" No LOUC-W"Nr LOgM ilk A comom70W.i) to 0 m-M +70. -7e 11 Ir Ir 1T IY 1Y 1T 1T 1Y• 1T t0 , pt �Y N0. -7a .1n,T-C1taA ,3 r Ir o , t3• e , 1Y a 17 1 a, , mn OR L•6' IT it' Ir ,r 1r Ir tr ,T IT IT IT ,r 1 O«1TON) 1]• a +n- IT IT it r Ir r ,r 7 In• 1 (atWlatO,T 11• Ir IT IT ,T Ir IT IT tr 1r tr IT r ,T to ,n IT 6 tn• 1T a , 7 ,n•s 1 n. I (ID►)OO, 11• ,r 1T tr lr 1]• 1Y ,r tr ,Y 10• 2 (•°t,°1I) Ir r Ir IY Ir n' O I 11 n'n • x1Y OIolt•+0IT it'' tT ,T 1T 1T 13• IT Ir ,r ,r it tT r or IT ,T 6, Ir . 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DEEIOM LOAD D PA0111L LIDWH 40 PSF OR LESS 6'-B• > 40 PW TO 50 PW 8'-2- > 50 PW TO 60 PSF W-10' A "XL PANEL WWrrIS ARE MD FOR MTAJAT04 Ia/ SOLID SET ANCHORS r W//" SPACER AT 12 1/2" O.C. 0-;/2- _,-- - - ----, rr um?lb&.p To GLASS. %ftKu UD=N(SCE Cizarom SHUT 12) dLike ! i'�lr's t+•' Iff �Mi�,;r1ii;Rari COMORM an micumm P.•• '. MI,•., �#-aa7J. 7,Ta , .I'^ WALWN/01 IRE Dam Is a ,s me ANpo•a ARM TOW TYPE AS 31110010 KIN MINLOO O Note AI'o01•. W400 ANONOR VACaOa MO MRRYN IRMAL asset own w a •�w� a4tNNr P,d 3 on ONVM An 004HN TO ON 1 '040UL PORE LL SAM 7" a16r = ON SCHWAN MMM At" ZRIO O tnAaaaW r �al.iY w 0►1 a AMLMe�tllaIM now N UAtPIYaR aPALaR WRw m 80e24AX et Tee F'OUQWG ►atim me I" I POL%Uw it t ioeaat RtR110E0 WAM oBtA6Lo , , as _.�. 3, ,IeaMw raw immom not ve" AND" I'm ON INS solmta ----_..__- . a _ - 1¢ POUM EFeLm MD. M u • / r r �� 'I .��! •�1 ml�i ,.Ilr.✓r INSTALLATION DETAILS INTO WOOD FOR UFE SAFETY STRUCTURES PANEL n1 i •. _ --WOOD W.Am x ,rnncR ' //iy 7yICW 1 1 AIC11011 • S' O.C. 1 1 •Y iM•CPI . r OG. 1/ Q /i .•, t/II• 1/4• \ ' Y 1 1 PJAZO L �F R q N L i 1 't MAx. PANEL IENGTt (sQ QEMR01t e I (SEE CLL1N1gN '�-' ' --=---- - ON SHEET 12) 1 --- ON 3"m 12) 0 - - T Ipl 1 f e 1 --SEPMATION-- 10 tRA65• � I'L *- .__.�$PAM71oM.UA I L/2 ` �• YW , `� RAKaWRLb .11 11 214• _ I 1 PLATE ''I 11 ( I ,/4'11 PA,ELW7E Plate ` ;A•21DR s III 1n' ISO. m•I•MD 1 •. IV 1/41 PAIEIAMIE PLUS ANC/1011 . 12 ,n• O.C. WALL J O uINOTki 167 FLORIDA OWLDING CODE Non 0911 111161"I MNMaan• Zone LUML *' * Oom ILISM SIC 24 GALE CALYANIiED STEEL STORY PAIIQ FA 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE I6AlINOS (pa.1) AND PANEL STAIEOF �:• F( �• OR t+ �L iCO I«a.GLOBAL PROTECTION FRODU�M LLC. ew w w LENGTHS AS PER EI,EVAl101i ON §H[fT 12. 2 FOR NEW WOOD FRAME C"TRUCTION; WOOD 46NAl.E� /y/s71t� „a oulk!'08.0 20-175 MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECiFlC tN1INtNN ( NW + aA.-xe. name (astWp-vows, a m (04)" m DENSITY OF 0.55 ON EQUAL ' W4SM 10 aL wmvomnmvm• as 1MIE1 n or IN -6-0 N CO —cu OLCD -a- • 1` N cn- 0. o "0 O C .� cu V -0 CD o- cn .N I- 3 `u o c cu o cu > .0 -0 on E Q w � o Q CU .Q . c Cis Q !IF! m o � W O C3 w c o d L•LLJ M W O V N Iv o L � N r fa yo N � d E CD =' G 3 � � d O7 C I.a N w C p cc N G� � E O d f.a CD 0 .•II-J CID O CL CL =3 —0 c cu w a Z Z Q J SHEET NO. SH 1,4� EZi/ter EZ1W/18 Mp, �- '(i!E aalatOM E21 Al AL1DaM1N1 1Z1W ON sT[Er ,U-------..._._...._.._.� -1?:Nix --i3• Y01.r- Nx.' 1 w•• AUAIa11N RIVET M"EN I ) i 56111 -ry- -t- _T_T- -T 01 fENU PM1E1) I (INTERpR PANEL) INTERIOR PANEL) ( PANEL) (END PANEL) r� SEE NOTES 2. 3, • I I I SEE MOMS 2, J. 4 i PANEL LENOfH 44 1 J . • _ L..L . ISol(S 11SECcn�S _JA APPUCAKE) 5021 "r I J_L JJ_LLJJILLJJ_L��JILLJ 11LL LJJ1JJ_JJ1 1JJ_ ...1 3• Un � 9iF NOTE 4 t' LM ANCHORS -- ----.--(SFI WJCnOa EST At ALTERNATIVE 121W ON SHEET IS)..-_.__..-.- _- eL •A 111 iLL aA. L► � 'i JL4.IIV1�. . -M SCALE: 3/32_T' 10 ENGINEERING E:NCIINdPISRlNti ExrREss!® PRODUCT EVAL.I IATION REPORT September 16.2020 Appkollm NerrTar. R2 EX PmOdNurabar. 1543 Product Manukdow Ati Asfthm 81Yulam and Otess Merlubdium rAddresa: 1540 Domes Road Nast Palm Beach. FL 33409 Product Name 6 Dolooption: 24go 0alvero2od Stoat Slo nl Panel Loops MWW Impact ReakloM Scope of Evaluation: TiTk Product Eveamtlat Rapnrt te beirq lewd k BOOM alOs Wei R1• IoquiroMll/rAs d RM FIOrldB Dspowneve of Buaksa and Protaaloal Rapule6on (FdWft with lg t.wvr& wm Auk Chapter 81G20.3.WS, F.A.C., for statewide accapleno/ per Mothad 1(d). The product noted Oboes has been Noted oWar avouoed as stavorwILed herein N show conplana MIN ONE Flat; ida Sul dinli Coda Swa11M EdNIm (20M and k. for the popoa ktlortdad, at Mai equivalent to thet required by the Code. Ra•walwtlon of this product 9W be requkad MowkB perlowd FlorMot Sul d w Coda mod koho e or wAmone. Substentleft Date. EX drawhCpryM31643 Wed -AN Gsktuitad 8teet Sbrm Pan t@ (HVHZ a Nom4 MIT', stleelo14, prepared la"� EN�W"• Eopre". salad i eeeNO by Pnsdt So" Woo, P.E. 6 an into" per of the .lfeii.�Gafp1.= LWgwm ldsk MnWA o perbrRwm ha Oven tellbd in a000TdlnfY VAM TAS 202 tso standards per lost repro* NOT•ASO.11-M by blockader TeoBtlB. Inc. Lays m Wls INVW resistance end Cyclic: loading perbnrmnce has ba m ' 'in soaordatwe wah TAB 201 and TAS 203 tettatardards per Net reporo) tIBT-AfiG-17-001 by Bk*wbt Teatlrp, Inc. Sburiural woneerin8 Cebulovons have bon memo whirl evaluate, Ma product bow an cot nal ardla clonal an "a gwMy the f ollaft - Its Iala,te: 1. Maknun Albwabk 8paes 2. MkNTnum Allow" BPerts 3. Wdmm ohm 8"Wa llm 4. Anchor 8pacinp 160 SW 1211 AVENPe Sum 106, DEERFIELD BIACN, FLORIDA 33442 (954) 354-0660 1 (466) 396-9099 TtAMe E%atNvr RING Ex►Rtsf.CoN E*01N1ERINGE$#Ross.cum of LAST PANEL© TO BE INSTALLED AT EACH OPEWNO SHALL ALWAYS BE tF110VI0ED W Rf/IR NANOLE TO FACILITATE INSTALLATION W INTENDED TO BE HNSr FROM Y451DE OF STRUCTURE. (' NOTES� 1, T RAW CKS STORY PANEL SYSTEM NO PAN ♦ 1, TRACKS TOP . BOTTOY. (2). END PANELS SHALL ALWF BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 9AR (� SNN.L BE PRUIRtED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SWILL CONSIST OF 1/4'0-2013/4' Y.S. W/ 7/6YI13/32• WING NUT ON 1/4Yf3/4• Min YHUAEBSCREW INTO TAPPED BOTTOM TRACK. LOCATION FASTENERS MAY K AT EITHER OF TWO EWERIOR MT tU V#= OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (14. A STOP BAR IS GRAY USED AT TOP) AT LEAST TWO TED PANELS SHALL BE CONNECTO BOTTOM TRACK USING SPECS INDICATED ON NOTE 3() ABOVE. NI SUCH CASE, CONNECTM OF PANELS TO BOTTOM 'TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR WINO SPEED UP TO 170 m.PJA ENGINEERING Plugs 2 oF2 All Amman Shuttlm and Glass - 24ga Galvanized Steel Storm Panels No 33% inx to olowebte!Alas! has been used In the deW of Mar product. 8eparalm Rom plating Is no! required for Installations cit"a of wind tone 4 and asientbl aGllaaa. impect Resistencr LoWme�d In d R g�iatirpfnaar tOn has been df mwotratad ery evidenced In WWAK bbd todreporl(s)r and to of tft product. Wind Local Ras/sance This product has been do@Wwd to rank Wind loads as IrldkvW in Ma spen sdleduk(s) on th taepeclve Product Evaluation DOcunlerl B•e. onal aerhtg drawing), InstaUedon This produel shad be Installed in WM eomplanos Kom tee respective Product EvsNntlon Donarwnt p.0. e1WMerkRI dreYWlg), a1011Q wnlT to Ib1IIp011alIi ncted Blafekl. Product components %W be of the tr atorM specified in the produWa respective Product Evakw*w Docurnont 0,0- artphtserkg draWMtg). UmOdons & Cond►bIbm of use: than o181is product *full be In 9Md 61KYNdencavAM Me respective Product Evaluation Doctawrd (Le angin*erktp draW4rlg) a noted heron. AN supporting host stniaues shag be deggned to mow M superimposed loads and ahol be of a r wWW teed in this produ Ala respective anchor schedule. Heat structure condllone wdoh am not accounted for In We product'* respective anchor schedule dW be domWEN I for on if *ls'ap*dRc bak by a. g1dend pamwonM W*- AN oDnvwwds wlich m porntaerdly fiW led shot be protected ag" cormNmL c6rlNninatlon. and other such ', 9 dal Mae. This product has been deslpned for we W tk and oukNe f HIM VolocRy ENr*ww Zone W-M. Respectfully. •f'4 T[yy Frank Bernardo, PE ENONEERING ftNUMO MPE004044I Con Auth. 9885 260 SW 12'" AVONUS SUITS 106, Dfiflmao BEACH, noittDA 33442 (954) 334-0660 1 (866) 396-9999 TeANOEN6tNtfRlNsENPRtss.Co" ENelNfap7NGEK►pefS.COM INSTALLATION INTO DETAILS FOR POURED CONCRETE, CONCRETE ��j��NI�E1Era*ED OONCNfl6 NACN fwoLom SERIES 2000 E-2 BLOCK HANG STORM PANEL AND WOOD STRUCTURES ,.�., C MICHdIT• O.a t/4Y iAPCOIr IAT• HEX NEAR YEK R000 / •� '\ T'- •'�-� ,4.1' HIEx IbAO 1D( Ai1CNOR 1Y O.C. C ,-----�it R WINE a/•• PITON aEaRafa 1 f 1 ^� air FROM am i 1 I -".•. I 1/2• I rye. y t/ a 1' MN. --H a" I i' Yin• t I " trP CItld,°`II'°~iV- AL', UM POP ►aP ,ter.-.T,a�r_a�--,. e•-o• WAX �• dtNt, '• �_- __.__ s'-r - RM twda IiFAM 4 -.. TO OlASS. 1 1] a'-fVIYNdAB06 _ ; V4•i'>,d2•we 1 ( 4'r9AY OF 1 s i IFx _ \:./ 1_ ' i- TAPCON ANCHOR _ U►GON ANCMa MY as ANCHOR POURED , � !,) • 12' O.C. a�.r' WOOD ,. CONCRETE BLOCK ___ _ y 1 pEDUo1E0 SCALE 3/8-1' SCALE 3/8-1' PN'ItNHN %AAA z Jim- 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.O. DESIGN PRESSURE RATING +/- 40.0 P•*J. AND W-O' MAX MIN. PANEL LENGTH SHALL. BE 2'-6' a .4 STATE fWMDA BUILDING CODE Velooft Nu one Zona am tifma Oa. ZA WOECALYANIZEO S1EEL STl11W PANELF.P. eR1•N er. ! mR+/iY. IL 11C0Site. �"L P II" P111mu T$, LLC. PANEL LENGTH. FOR CONSTRUCTION: WOOD •. '-._" DIH* 2. NEW WOOD FRAME MEMBERS TO R SOUTHERN PINE No 2. W/ SPECIFIC S�'•• •"Er,► li..Rl•�''i�,'�i'.-nraN .,]i,'«' PHOC.0i«71iiwAm (r.Mms-bra 20-t7s DENSITY OF 0.55 OR EQUAL. N ch.~. -,i arwla r YxIP A w. rl lle,l N p N ALL AMERICAN SHUTTERS AND CLASS 249a GALVANIZED'STEEL STORM PANELS (HVHZ & NON-HVHZ� WIDII, UNWMIT40 1PERP. t0 PAN�90ANI� TOP MOUNr (cm TYP TYPE A6 FMO) BlCtigNei OMTONAL W-30 STITCH DOLTS YA TN WASHIMO BN f6 PASTq{® • O'NS115PAN (U6P APPROPRIATE SPAN TABLE) hog 196, I� BOTTDN MOUNT ♦ + ,, (tS1NN TYPE \ ) --- r-- r I LOCATION MAY VARY I 60TTOM MOUNT __l ��Tpg1n19ERDYF I TYPE Rs Qam Dbsi'.tlucnaN) FANVUS MAID BE NMCHED AS RiIwmeo. OPTIONAL ' 205TETCT pROV�DW TMAT CONNECTifY6 AND 40LTS Wr i'74 ERED ANc. HbR5,l(gF USED W'a ' SAT1SPy. WINO NUTS FAfi1 BD4 SMSABWEa BELDW CMTRUCTMNi 4PRt■bPRtATESPMPW AN �l VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS W N17.9. Sr.6VATSON'' MAXIMUM ALLOWABLE DESIGN PRESSURI?S: a5 NQT®IN DESIGN DpyRE�ySBIGN NOTES: sE2�ULESAND �L 9C AM %m SYS1IN B r9 P R c T THE B Ak C�QHGpAE_ SE LCHA6J% V ES'I]SNEREIpA'FO0.ANY EE f► AS a GENERAL NOTES; VBIT 88CALC.1f3Al648 s sera TORT_ YxN' CCWT C. 3 a_. A.,t- : vat, .A AaX ..1011 • 11 PUt R WIA r , rle �. I .250" tlA9A" ,tgp 2i Ilk aP •wux ,,.X ='I'' C,7MaC D.o94" 2tr' �os2s t O.A2S' f, µs (�DA94" b9d• T- lmI rn. $ n tQvv^ 4 $ T G P. �-0�7 �=4' N .flb2, A9'T I r7 ,' Lvia" E.a3o' no Dfi' L_ its"� , oil L To his 2.Do0" j i{ �d U•TS " 10"I 't'• " ,$�pr 2s0• -4 2A00" -•.( 2',D00' G•- IYP. 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A ,v'N..Ir�r,�xlt.uv.t•tti 0 •� LOW '•C7 Nx9t✓,`•In a'Ai61:H`1 'JfY.nr1L/^_�AtCt•17M.rw LKNI'➢N«tSK1't' � YVDar I««AWyT 3.520" • tiAAlil',+"1 •�MfN�Wi 'N 25. TAX (1, xJIrlW+ln «PIWI I:I{lYI+NF 11tIN{. kEf N,ra 1WI_N KIN' Inl ,. µt, la•. A.'flN y I.SDQ• 1.11^ 21. Nr'7dNA't.lar• ad.� r rXw•P4'+sH 4"Nlt%. , MN LeV UA".� ery ts•) {dL1,«wlwa ,«•A r wT :A1xna•• . �,y gt�NEAgL I,FTA•Lir 'N.TxI•S'A SV, .Yr Hlra 1. rP •+•,> I'E DlrNI 1110, Y*.V. N"'"Sr._NaM�rl nVFTa A•,u'!la? { ��NWM[IOeYNfOHAe ml•r,.N �� O .� N Cl O .C= cu U U) N O cu fn O O21 O W Q CU .Q .c C/) Q z z W J d C2 o rz o W N 'A r0 N w Q TO ]G � °: la/ ar e la C CD C= Q 3 Aou � .4D N C o IY C, i+ cz � O co rlPr l4ttwl"'ba n1A. eIv 1rx �A � •� w w :isa'vb' :w+ .N -ri 1. o. �� _r'cYrrA, r.�w._.A ;w k u�•Atnau ra«. �"r••: ,. u�k Ana �,:�«'".'�tlt aE : y.raXi x.1.1w -• •I ta'r �" MINIMUM ALLOWABLE SPAN SCHEDULE „�• . .� y!`1 ANCHOR SPACING SCHEDULE: .A •�• re• % M 1 n. r Y,1 1«Y w Nµ M. III. -f:" 4k TOP MOUNT 7_34 GAl16E aAnaR5; PANEL PASTENERS O 12.5' O:C. - 2g n.«.o �,;- rr.:r^ GLASS �« I�ilI ~ '4.S` EfT' 4'�lD1STAMQ" C _ NF / 1i[ N i t- r: T'F •J• .•„ram, 'in.rw 6 Qr.AI ,era„Y D.. i•-D' o- ,• Ic i_ r1-Ty • ALLOWABLE PANEL SPAN 8L g F P" '1 eKw CY PREpl1Rs ltiLLlal rsX ri JL - '. •• .. - _ oR' NTYMIIYe ally 1YAi 4aYe TVR rig 1:1 •b Was9 •v.• �.+ . �. 1; • .d C4 cf d N -t 'CA 1.. AYCNY -J2 6.0" 0' a S+ i�a^ U 7: ' 3cl 1 6. tPX i {I. SEPARATION SCHEDULE: T x1 f 1 aC•1 .r' .9 1z.5' 4;0GA '. i2, • 16. In ,R [ON fFPI I a o c4 n u t•i O a �GA yy r [ 2A 6AUQ PANELS P O[NA/TL1T113L611 Y•n*rr.T <Fsr-: , fl•.e wiY- .ik,yyyynN t 141 1rs}IVr f1 11• _11± txisr•=+:.: e. 41 .5•' Ca1.Y 31.,' .D' L" - R.Y' 6.D• l.f.' .d.a" 1A0*%Ml 1• - TIZ9,^'T1MY :-:, ■ 4P a'!0.1' - e 32, a .6' 1 - ,f` - 0 tIa 3.4' ♦s ZIT' O" D' tT• 3 9' 1/A"' aT ox Ie.D• 14f' iA• :ThA f., 1)�y`.i�.• MINIMUM STORM PANEL SEPARATION FROM 611ASf 000 p__..� {rl a,c CN ad q��.,,,� g .12.a" Lo" Ar 3` i " e•0' 1• 44• At 1- 1e ' e - 3.41 tl--'•""'"1'••'� M 12.T' iQO' 1G 7. 1 . I.CA" l4 a SQ• ' ) 0' 1 Y' 4.0^ ". < • OO N ■■■ ■Na S2 i1.5" 1 # 2. 16 i 6 11 16 1 tr ' } !'•' CD INVIIY,w1NAM As ESSENT,AI. FAOttnES) ".. , i C"""'� 0 A ,0 .7 �tl 1 �` • . �"?' rA+'T1Tot , C�,� _. � Llliii I).. MM : 2 S' 8B•' 3` a. ' 32 •0" ,1". 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T ... _--____ yap WflN eYADOYi"aMnN6COxOt11p16�gDNImf61'AfNi011 iTON etNifwNl/p ar,Nl'F I I n. ]7 S4 1 ia, as 5'l6 e' A 1•,I 2 1A. 1.0"il N i, O t ten•N'Ol +, t7 : '�_ 106.6. _ seats I,S.1 • tlTLL«11A16 TO.011t S3•k Cvrrri. elrlG,viart STr,d •OL151 ArID 14Y wR1E;••Orlr wTm wra 41 1 'a4• d� 1 ,,.1 0"1 Y' 1tS' I .D" S.e"ila° e _ wN l.MrrII lFlAlr i I"I'YfW ywlMr,v'•Aa-4• _ - -.._ --__- /1STEKOfitil O. aJ!'0.C. 1« x."lafi All HaTN11fMY 41 l T' Zz. 4.P' II' ,• /•a0 ili W i IN .1 7 53 . S. MYdf IyY swi 1M• ",qMn uYN6 ONi I Il m 7t! i•7Ta"xM i'Da a aD1rDN c10SUPes IT. ::77 w C '; N•_i ,`,r qr.T 3..a7�iR SN..vni..•s-t:.e �d'I. _ i H ,.9' 11O'i 3 ]A•" Y' 3 i•a .�DIYryIgC 46 s' 3 •, ii.Y• r- l f` iI r' e a R x �I� �' ac c:x nFr•, ,a_. wcwC :.•: � � f/aa ERAN sllb 17aN WMlltq belt OFUK wI,v,v,6A.r rIDIrrTIrXG lalromiN a,nwx r+nlr: tN1A1.IRey � k 81 T' 16,0`� 1 ,' 52.. 140" 15,a•' 1 :Y' 125" 18, 1 ,s' .I• y. � f2 1 T' L4. " Al• 126 ,7" a ess 12. 4.T' •a F {� U««LLNA hY3 rre'•T,.-'1 W ?C...a Y•E YM:N'I;A y-TYa,rsa Nr< _ a „ ' T iE Xr•...t«ar« T A t': . a«ski rb. ti1.LULLT ivil •170 ,silo s13N LION 7 ' f: '. tr S" i ' Y' i" n+rp1, ," AxnvnSDLSKsnoaARauKL ]1117� Fvra,A dry S -7Y Zia Liles 7Simp}� 2. ®'BB QATMIFaiAd •LaIWr �; �,�, 7Y Ti y�1 -� 1'1' Y. 4 r' ai' ls' x,• s.Y ,: 2r Sea• ..a' •a" C_1�\ Nil Ertl '1yA Lxx ,,nn`t r=> a a +;..R x•L r.r+ 1E N,i�1NPD'fYW' ]) s.Ei" I0.3' •1" :4'" T 131 -Y.T x111I1f 1 U) _R11M Inl:(•+I(P .f , �•a_ A! _.V.•) Ym m*n lLL h IM YMH III IfNxr. 44 &of, 11' A•r txan..„ ANCHOR NOTES:F w �_x ..ut"'lua .••a ;evr;tawlvr+.. Z ai s,Y• F NCt4.'p:N:. svx: Air-n /.l WALL YOUNTiD:TfaN �;NIry.IrRA W. rgA•YrLR •x'vKpVTtlr .°dn:r••IR43t'1rJ:+u.TW Fn* �Y1 (i L/] "�':•rY• :.V'.-la1Ve J.,.i:IHW,I: i.'b RKu.Y;M wl-.'At- Pi ^ A }4r, 1•ri::rlW ,.,.rr,. ,.; „ ,� SPAN SCHEDULE NOTES: " , III111I, al b i a r .Y. ; MMEFi"uNM`�AliarrwAiuA1`�icl't OR$FACms k PRODDGfy CWAiiFiEDH , 7 •. „ ' 1 l In rxAN t+i1DDULJ: sWItLAPPLr. NAw1Muw AupwAFta swE�Ns ANo P�RB1T6uP�Sin+■DRcATED ii � y,.1rylyr• ( i 1. o rm SPAN SCHIDULES W"1H NNATI VE tA`17I«Na 1NSTAux" 2 IAANI In 1KAl" 41 3 5" f].Y; 3 S• 4" 2 ENTER saeouLt W19ED ON PANEL fAS7ENS0.1tPAClNO. 'THE 1%IaTENG STRUCTURE y 9 aw:.Nu CD 1 .. t -1 MYM f.N. Pn - r.� t A tru - DiSIGN LDAD a PANR fASTEER SPACMG TO Ir • rl 13R' A4_+I-gIMIw U! rWl VVAN- FfaN INItAIOf _ D «rAir>+Rtlrt:,M►i 'W` 1 � N 6 }!' 0 ," a. ' IP.Afl ONM`SHUTTER ANO pSBLECT S)1AN0 jBR 'THAN ORSgUALTONCC.ATIYE OSSIGN IruL raavvA«Y SPAN. 510"9IA%EMII ACCWtA It M*USttt���ADA�A •�^ 9 tl""� si 2TI 1,WAILS AI .ktr1 - rX•'n'k y:11'/TlM SPAN. 6 LOAUS Loss THAN RLE EQUAL USE W17N l a'•"R 2`' a` >'• . SHEFT 2 POA.I"rP1M=TON A3!PAOPR211rf MWNTING OJFAI7(EJY (SA,E NIORINrIIIG (7E'TA4=SON rrxmwt'Ac •`a. N 1 n: t_�u,Y 1 POSITIVE LOAD54[SY INAN OR FQUAL TO •��' IF•1•rl-I/r rrnrn ,] 13.r' C 7i1• Y.3" 3L5' llrr"!,Y" s 4" 1Y.D A.e" Ab" SFIEE'F 2FOR.IQEMTFFttGTFpiOF MNNFG'f�ON TYPEY •��' O a N1l Nta•'T ^r, Nirl ,,. wT rq.'R NHa'ErIYf bFSEd11AADS. y Y"mr I'%t aafwAW NMI oft KN i•A 1Aomw 41 1:9' Its', CD• aJE• ,. 4° 4 ' 4 f.r 0•7" '.4.6," i 'PAWL hUT191tW ARE STUDS USFbIN tY1Wl1FIC1WN WITH A" MOHNrING EXTRUffhom Pt"'. J N'Cr• 1+« M.- 41r r1•CINNa,CAew,reV 1F OIA IOL, 41 1'J" ]3' sa' 6. s" 3 T'• 1S WT' ! D' cn:G., .w XaW1 cfrH A+i:cv Llux {wX n •IH.«A.N 1✓ 2. PANG FASIHIlRS"Aa SR10a USED IN sa-xv v- x' .a• raL :LAX.' a sFn:.-r CONNECTION WITH ALL MOUNTING EXTRUSIONS wl r"NYr • wMrlAm IgN61Alr c ("P'-TPAIX. STUDDED AND¢E• ere) U6E B Yi' OC PANEL FASTENER SFW1�tyD TABU VALUES MR L� � ° _ (•P'•TaACK, STUDDED AMU. M). IDLE 6."' an ylsla• •11c E SI 4' 1 T' • e• 25" 10 4. BOP .7 4.i' i.0' ALL"H'• AND'U•-H!�'lID6a GNOJJP1 Nr, __CuT tONGt�tON� J s O,C, PANEL FASTE/E1 SMCTNG TAat! VALLiS FOR 0.7 ' aJ" 4 0` 2f' 4. " 4 ANCt%1RS Sh1•ll er INSTALIRD IN PDCORDMI� WIT I a1A,.' RECONNEMOATICAE. x $ •eJ All'H AND'U••HMDERs JWCLUDING BUILD OUT ¢ i h TFr I di h7owt ` 33 fat} 14 a 1 a' T a .O 4 i a' a" O' ST TiOtIOW OLOFYE F10•T STRUCTURE STALL CONPORH 70 ABM CtO Bj=t.Will CONDITIONS). ( $ g N11a0drsfDlw rrT 43 i. 1 •. A1. 1 5-. 1e, 12 e0^ .r jL2 b, MPDNUN fl16FDF"ENySAiLBSASAOT®IN ANCHOR SCHEDULE. ]. LINSM INTERPOLA110N /erweEMr LOADS IS Yy m x t• ILrO0N1 aLRtw • r i y.LY T .i'" 7 Ma17MUM WR9DM&W AND EDGE Wa,TANCF ��1L1dx:3 STUCI;,U. POP 1+RLC1(, AND O1YgR WALL. 111 e.�•�' ACCO"ARM OTHERWISE USE NEXT HIGHER LOAD. fYYO w/ wa5le.m 6 r,f'6'� T F{i �:�' b2 lt'a" 2fA" s' .2" 13 9' i :0' t,l s.r' 1Y:5' f.0" 7.7' �4� '. RN&HLi. WALL FINISHES SNAL.La LIMTTEO'TD 1/�{' NAN>,R WMIaE YERE%aD'BY DTNlY4, To yT,I Inu .Yi,f «j,; ill •9Ci'.*ix.1+TM,. WINONVri 1DF'ac D.fi�i 1z b" iB ' 7.a• lz" LY' 3d C' 7 ' u L Ov a . n ADEQUATELY TagNf:PBK kG6051AT H06T afilULTURL. •1 1aAIVA .�}-rrilr .. oCD I Ivlusww VA "own + " =1+1+ om 2.T• e.o" se• B• r. 3^ 4.'• s, a• 1 r ao^ f,9•' A C,,.ETEANCY•R>nS NOTEQ HFREM SHALL 86 ENBSDDEb70 UN•421ACI�D WNCPETE ONLY. s�j ■ •'� N'ub -.+• GLASS SEPARATION NOTES: E „ISL, d:8'� '� 4, WHERE ppXIBTS1t0 STRUCTURE is Wtlr10 FxAIaTw, EKf6Tlps caND71TONi MAY VAIN. F16LD a ll! vlv'1 •«v1r.+1•i•i. , i,•wNH I•In*A1F u 12 134" S.2^ i 6r2 V. •• e' 6 s.'Y' V VFNt'Y TH4TFASr,?1NERS ARE IMOAOEI'jUA7t+W0ODPRAFBNiM MEN[iEies. nor PLrWaoQ. FA6T7>twD i wua,,;l:wl1- „,5}01 n n and on.AKu, N ri 4.' -2s' 2' ]: " 3 " 9.2" 53'. CIO tot fi G11C H - ; `°, ' i Y tl i1 ruo n4 1 .4i 1. sm SPAII scmmx .! WET" POSITIVE DEsm LOAD TO owrommeme E' TD I'LTYI'0001$�ACC�TABLE GELY 1'OIE SmE CLORII{C PIECBfu p L "DYN1 .I. 5! 4•Sr' A' O e21" e. 7r5 - s7 e,a a ]3 U rTxx-� � TM• MINIMUM AEIOWABIa SEPARATION f110M THE OPENING TO BE PROTBCTBf. IM„f � K T 10. WHERC ANCNOAS FA6Tth TO N0.RFWG! fiLG•E OP 5T D FlNAdNO, FASTd1APR8HAkk BE LOCJ.IED M W a '.et1dAGLL, , h .�,.. 2. SCHEDULE 75 REQUIRED TOR USE WITH POSITIVE TOMS ONLY, z sT' V z• s• 13• az " ax^ .r' - a• .onaN IIOY/II IeOvr CENT[NIOF NDhaNAL Y K 1' MIN:1 WOOD STUD tif' F37GS D38;ANC176 ACCEPTABLE F�DR WOOD 9 INTERPOLATION SITWEEN 10AO5 IS. ACCEPTABLE, OTHERWISE USE NBR HIGHER (cow a a. $ r PpAMl101T W.o0D 6TYD SHAff, "Sd1THERN :q+0, 9 OR ■ DEN57t1", Wq SCREW ¢' K' '•N'Ak 9t1 a•3 rc-•Yr4, 4LR6"PAI: aR 9 $QQ,, r4 LOAD. N'0'PI ■ a, sHA.U;, FMvF PVCU-EPS DAN N61D dl MBX I'BAD, . •' �' 1! n AA> gr1_v.+ c% r.H 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ISSINTIAL • T Lt. REMOVABLE ANCF10R5 ARE. DEWALT PAN Ur4ATE,.ALL.POWrS SW04W SWAM WSHaAS'- Nv:H-+ ,� P•'.rL7EAf L•� v nre.a u0'D I)2 MIy1MUM ENSIGEMCNT' OF T]IR6loI INTO THE Sam " � LIJ tad xur 1x11 v'f•,x •.n.,m•� FAmmes IN AsTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION _ 1, ry{•NN+aY ulewri AT L2. RIACIRNE'FCATjY9b BNRLL HAVE rCirtrya. w V- I" y'r �. ° 'm a t1: SCHEDULE 13 NOT RlQUtREO AND NO MINIMUM SEPARATION PROM THE f r15nn0 cNleTrfr YAOMO a TILL/ Trk ANCHOR AND MAY HAVE EITHER A PAN HUD TRYSS MEAD, UG WAFER NEED M4L_, ULNA. M 1Li'w:,w1 Ar'L� v+nnLTrA.•ia •�V'*r ,.. ,G��v� ((SS1I BBD0LLTT)) u rrlrNau'A /N-r-'X6-Tnc'IY' Gk' .31.�.i vq{kAw aOLX 411 vNUr tayiN IN 411OIN11 20-31$43 f3. )dPONVM Bn®MEYi AND EDGF 0L6TI(NCE EFCU106'5 BTUCLU OROTFIER Ki ►INWMFS. %o••irsw� 1Y NATrAT.rer L, AKA, ADIAC,M 10/M• nn MR o vL re"R1l R �W^r i e D Asia MnNy11oE wHIQ(ARF NOT aDCSPreBIE uRFS. •AWAL.e•vA> ,•, R'JFX 6 • IZ AV..3fNmTiO"CIOaIRa Ir,TALL ( THIS SWET. z !T w: Pal V.L �r571' ���;P7 1 • ° ", . • i lf. UNE.RR INTERPdJATiDN 6 NOT PERMITTED FOR US! WITH THE M CINCIR 3019DNIB W*TmxDN Q , aakYr3� l L! OPTIONAL EGRESS PANEL DETAIL vrrrXo x.m. N«S,.IN iYJY.^. Xi i lrA'J: T IIA�I �Y\Y, n114A1W1x"Ix+yl L t.1r,Y r'l0 ONAL INTERIOR FA5'fENING DETAILz INTrBIOR PASTENrPw d - z '�''hiF I •Y ItKrinlwa Nuu1 wrJTOR � J`��) ` N.T.S. � � `"•'' Q J CL SHEET NO. SH 1B5