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HomeMy WebLinkAbout36363 Well Hill WayAB orA.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative 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 DV 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 FIR DR French Door FRT Front FT or Ft Foott 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 KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Latin. 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 MW or MICRO or Mao. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or PkL Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ 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 TH IKN 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 WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/ 12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE UPDATES 06/01/18 4.1 REVISED SGD, AT r"%r-A r% REV. 06.23.22 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH ) 12/19/20 5.0 FBC 2020 CODE UPDATE ) E:1 E] El 1:1 El E:1 uC��C�C LENN/�R� 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND 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 CO G - 0 ? �s i Ego a� o U) cc 4= .. v) o e ! � o) � C3 w ao Rdd� � c o N a N ,� ♦ O -OFESSiON To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 I- E S N a o N 8 to 6 N V tll rn � � w D- d y-Niv w jU.ti a Z z 13 Z r mrn 0 O 00 a' jf6Nt_O m Q Z r0 ZO Z N �)Z � ai ILaW F=- Z o6 ❑O❑ W 0 co z � z z 3 Z �4-1 L w is O s 4� N c m U) MJ U d LJ..1 J t U c Q 0 N � o w Z _ O � W E ZO $ >N <0 Q E OU wLL � 10 oa � oa n° � Z O E d a0 o � 0¢ W0 m v' c� =Y m o ZZ w Z 5 J ^ �z n J VI T q vi F O 2 LL� O O a 11 W 3 K M cQ Lm 0 F "WZ0. l 3 c� 0 �L J 0 rn m m n' i O Co C.0 Cr C T �- m CN 0 � (ti N cM O Ln r CO N T !✓' 01 M C)U)L0 ci Z C E I— U) E D A' - cc c a- U J Q O JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. CEP 7L -NJ 01- In 0. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VA T 24" TOWEL BAR w a ON WALL ABOVE TOILET MEDICINE CABINET 00 TOILET PAPER I HOLDER O Z q7or 3 > M N > en M N 0 60 0 ih TEMP OBSC 4 o 00 L 4 0. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD R� OD 0 O-- TOWEL BAR IN TUB OR SHWR. HWR.FVALVES BATHROOMS, SHOWERS AND TUBS O TUB DOUBLE RODS VARIES PER FLR. PLAN SINGLE ROD CLOSETS/LAUNDRY TYPICAL HEADER HGT. LIN- -pg- i 1 KITCHEN 42" H UPPER CABINETS -� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE 4 CABINETS to LL 4 O 2x En 'P FRAMING 1/2"GYP �? BOARD- F F x SHELVING IC) NI I I N ISLAND COUNTER CABINET BLOCKING PLUMBING LINE TO SECOND FLOOR H • • • 2 H Wz �OLU • Q:(QjJ >_Ja=o J S6 N TYP. @ • 2-STORY n 41 An 211 114"X1'-4" "L" SHAPE CMU COLUMN J TYP. @ '6 2-STORY O 35 SH • DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET AC PAD d ALT I AC PAD I I ,- I� _JI:a L ===-J rn(k)LID N • J S6 TYP. @ 2-STORY • 8'-4" 2'-4n An 4' 11 -(3) 2x4 #2 SPF 1/2 WALL STUDS W/ (3) OR RAILING 16d NAILS AT PER SPECS BASE _ - FLOOR G.T. I I I I I UP I I I I 1 I I II I II I I I I I II 116 I 15 I It I I l8 11 I I OPEN - 13 12 1 TO A_BV. (3)2x442 SPF'' - ►OR G.T. OF SLAB 2" - - STUDS W/ USP JD WALL '_ ; HTT16@ BAS - 7'-311 T-0" BUILDER TO PROVIDE Q - FOYER APPLIANCE PROTECTION S4 C - " FLAT CLG. WHEN REQUIRED PER FBC ^H1 S3 TILE ---- - p z W/ USP L TA18 STRAPS L • Re�= a (CENTERED) EACH SIDE OF �-Q WALL TO FLOOR TRUSS = O' 0 ABOVE 16" O.C. ? Co o J LU w GARAGE W MM tl >w 8'8"FLAT CLG AFF W _ - . z0W N "_J' ` ENTRY Q W 8'-8" FLAT CLG z ?� r - AFF A--------------------------------� S3 I I I I - TYP. @ I I SINGLE • I _ _ FLOOR G.T. _ _ 1 •-------- STORY •- - - - - - - - j Wx16" CMU COLUMN I C UMN W/ 6"x12" ABO E ED INTO INTERGRAT I HB I TYPWALL W/ (2) #5 - I GARAGE VERTICAL I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------- 16070 OVERHEAD DOOR O 4 LO (A) 12"x12" CMU w/ (4) #5 VERTICAL OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 t= +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SIN SHEET SIN SHEET "SEE 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25} S.H. 13 20X38J 18JX37i S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18X62 S.H. 16 20 X 72 18 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 381 26 x 37 S.H. 1H4 271X508 26x50 S.H. 11-15 274X63 26X621/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 g X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 361 X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 J 52 2 X 37 1 S.H. 34 54 X 501 52 ' X 50 S.H. 35 54 X 63 52 1 X 62' S.H. 36 54 X 72 524 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 (2) - 2X8 #2 SYP W/ 1/2" e FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 e (2) -1 3/4" X 71 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN -B SCALE: Y4"=1'-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided With window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 4" 0 > W E o _ C) CV m .✓ C Li' a N N O d d E = c co w a � 3 � •, 4J J D = E co 0 a 0 w ,. ¢: ,\ASE••�'r z Cc < O F s 4 F L OC- .,� �,. �? �'Pf� ARO E S S t ON J+f3moll�t;������ To the best of the Engineers knowledge, information and belief, the structured plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H o LL LL Lo 0) d! �rNiC, LL Z a 4 4r wa Y k1 ZJ Z M m rn _ O y o ❑ W Co G w d N ('7 Z rn Z O V ❑0❑ W c� R z � � z ti $ Q a N z aCS o LL 4 -1 v, � V 8 0 N U II ^^ v, _ CO CO ro U 8 as W J ° = L y =1� Q N � o J� Z o E o 'zo ao YR ZR QE E v If° �. RO oa o� UO oz z M <O WZ O ❑ 79 ¢o 0. m0 o� 2F z in 5 J NU O a , >Z szo Z W T 0 � w g a y W m 0 ¢ - o �z w� WO >° M V w ZQ g U� O J > Lo O d m 0 O COT' =3 a m N 1 Ln O coO CD o U ) r cMo Q N r E T � M O o Z c ❑ E T- •' hicc c JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 1.1 '" 3/4" PLYWOOD DECKING FLOOR SYSTEI SIN ITN CONT. HANDRAIL RETURN TO_ A WALL DETAIL. SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16\� 15 36" H. CONT. 14\`GRASPABLE 13 o RAILING I 12 ` CIO I I � I 11 .10 10 1x TREAD ` L0ICO (TYP.) 9 1 00 8 STORAGE l UNDER 7 - STAIRS 6 \ 2x FRAMED 5��, WALL� I 1x RISERS (TYP.) 3 � 2x FRAMED (3) 2x12 2 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1 /4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS 7 CONNECT TC SCALE: 1/2" = 1'-0" 140C REV 10.1.20 CAB 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'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 1T O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- - - - I - - - - - - - - - - - - - - - - -1 125'-0" II 8'-9" T-8" I j I I H1 I 16 H1 1 TYP. @ D2 j 2 O UD2 S6 CORNERS I 125 H TYP. 25 H U.N.O. TB 60" X 36" GRESS* EGRESS* SHOWER FIBERGLASS SURROUND OWNER'S TPi! W L SUITE BAT 2668 0 8'-0" FLAT CLG. 6 _ T H1 D2 �g 8'-0' FLAT CARPET TILE G.T. co 3'-6t' u '-10" rn 15'-8" 4-SH 3 _ R&S �i �42" KNEE D2 I WIC SIM. W/ (1) � -- 2068 81' 0' FLAT CLG. WALL WITH MSTAM36 rn I CARPET o��� 4" 1 x8 CAP & STRAPS @ oa j LO IACCESS� BASE a&-r2f r CASING �_____ r° R&S A ._. 51! _ 9 O 9 r IKO TUB/ SHWR 737'-3- -TILE TO7_ BEDROOM 4 A.F.F. 8'-0" FLAT CLG. 1 x8 CAP & _ 00 A. �.Cn CARPET '.6" CASING 8'.V FLAT CLG,-- T TB 1/2 WALL OR RAILING PER SPECS 0 1 v z TECH CENTER 01 T-9" 5'-11 ° 2668 1 V 4" PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR 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 H1 6 v D2 0 DRYER VENT THRU SIDE WALL- ) J X HANSON BOX N @ 36" A.F.F.-/ r WIRE SHELF a, @ +54" A.F.F.-/ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required ' VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS MW SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. rn (n _ w w N 6 � D2 2668 A - BF H1 N. 16RI j _ 0" 0" 1 5068 BF TY D.10 LAU N 1 1 14 1 -12 11 10 9 8 7 6 5 4 -- ----- Im j 8' 0" FLAT CL% 2652 R&S TILE CD 1 T-1 1 1, 3'-10" 5'-11° - - - - - - - - W. N 4068 00 BF 5'-10" 9'-521" 0D N J 3 S6 D2 I TYP. U.N.O. N I TI_N rF- SIM. W/ (1) MSTAM36 3 11'-6"T - 244 _ STRAPS @ D2 q I BASE SIM.W/(1) BEDROOM 3 I= BEDROOM 2 MSTAM36 8'-0" FLAT CLG. I 8'-0' FLAT CLG. STRAPS @ CARPET I CARPET BASE EGRESS* I EGRESS* I 25 SH 22 © kD2 25 e H1 D1 D1 JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 5'-10" 5'-10" 6-8" 6'-8" 18'-8" 61-4" 26-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 ICE), +26.6 / -29.1 OF +26.6 / -33.5 GO N SHEET HO SEE SN SHEET 9140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X383 181X37 S.H. 14 20 X 501 1812 X 50 S.H. 15 20 X 63 181 X 62' S.H. 16 20 X 72 181 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 271 X 501 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1146 27 J X 72 26 X 71 1/2 S.H. 22 37 Ja X 26 361 X 25 1/2 S.H. 23 37 J X 381 36 J X 37 3/4 S.H. 24 37 J X 501 3612 X 50 S.H. 25 37 a X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2 X 251 S.H. 33 54 X 38 $ 52 J X 37 J S.H. 34 54 X 501 52 z X 50 S.H. 35 54 X 63 52 1 X 621 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. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 'Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 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. 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 11-71-17,171,1771,111 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 LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -B SCALE: X"=V-0" eh 0 N r� J O W C= o <6 U N Yf .a CV t Q r CV `JC aP WE s c m C31 = Q � 3 � 7 � T a� H E o C . a 11 fa�,,,� `�`o,���e►u _N SE• • N .� �* O*� *•• • ZC. S�P� OR`o FL /PROF �/Itlll 11 ll'��1 To the best of the Engineer's knowledge, information and belief, the strudural 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. g 10 co $ O 6 J LL7 w M M 13J Cnnr� u. W My ° a a Y eLLu- Z @ ; o W 4_0� Qi > f0 N (O J d J z CD ILW ZO 0 W Z aN F=- Z N z o J - M 0 CALL N V w � Q A U 0^ LU g �(/ / N (y N = 3 ® W w E r 8 Q �0 s� o JZ M M J 2 ¢ y Z Z a Eo o _o 1� EV - wz z® oa > 10 oa �� 00 o¢ °z Z m rp �°z <S Wz WM cn C� ao mO z, Z m J �3 3 �0 F • <w g Z ZO 5 g 2 50 a Z .w W m �o mLL =3 J� Mill! Cl> v zed a 03 c O 0 �L J 0 V m 0 O Cc T- C T a. 04-0 to Ln M 0 -� M o L0 r Q I N r a� j O T Ch M i LO o Z f6 z ET r y w (a a U Q p JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 1.2 J! t t IL - I-- --1 I - I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET �.� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �—{ FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I] ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH � J ROUGH -IN FOR OPT. CEILING FAN 441 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN G� (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP 14 to lights & outlets 12 to appliances and GFI 10 to WH B to Range 5 to H VAC MAIN O 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_, INTERSYSTEM BONDING TERMINATION PER 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS- U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN ■■ ■■ • ----LANAI---- ■ /> I I I I I AC PAD CFI GFI DISC. I I � qP O I IBRKFST. DINING LIGHT AS PER ■ SPECS -0 \ ��� \ 5'" LIGHT AS PER \ SPECS ■ 1 GF PENDANT / LIGHT PER SPECS �� F I I GREAT RM DEDICATED GFI I GFIII _ — �% RECEPTACLE FOR ■ ROUGH -IN • MICROWAVE RANGE 3 F�8 o U.C. OUTLET FOR OPT. HOOD PER SPECS I R Z 1 6T FAN/LIGHT Iv I� � I I G F I 1 I SWITCH FOR OPT. CLG. FAN/ I I DISPOSAL ' LIGHT PRE -WIRE II LJJ Cl) 1'-10" \ M. 1 ■ ------ ]a I�w UWH. F•/ OY�\E R �LL ■OJ J O zw a I UO OQ \\ • • JGARAGE / Cr �- / WP DB L- LIGHT AS U Frw PER SPECS GFI I I ■ ' w \GARAGE GARAGE - DOOR 1 I I I I ENTRY GFII I , o10 r-------------------------- r----� I II I I I I I I I I ■ I I IRRIGATION GFI I I I I ■-------- ■ @44"A.F.F• I I 1 I -------- ■ I I I \ I I I I � I I � I ---------------------------- ••-----------------------------� ■■ COACH LIGHTS OR PREWIRE AS PER SPECS _ I ALT I I I AC PAD I I I� �I RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER I I--------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------ J R 3" VTR I4- III� �I �I I I I I I I I I r� 3" VTR 01 ,I— I I I 1 I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN_ N co N � o 7 W J ova C W N � O a- N N a fJl Cy O Q Cel Y 3 =' °' >E�� L' 1x 3 � d-0 �. U =dC® Cc T 7 G' H a� E o u CM C%4 O GV M 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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) W Q E voi a O N N r Ci w 40 # LL N � M LL d a M V a Z 13 JLLLL z f O 8 -rn O Z r m o O O 't9 m uj Q j CV (D W z ILZ cc Zed J0z to Cl)Z U O F O U ❑❑� Z W 0 0 z m z —(0 V )n Lo z � o ULU m — � O ) Cri LL o :� f6 r- N U w� ®., J E 8 = L .Lij.. o J Z ii■ M J o3 a § LL E E z o > ry ¢o a E V oz p oa Xo UO ❑U Z O o E `a a ¢ O < < a � wo o w � L c ¢o �a 0� m0 Z m v J aw �z rp oe Zo a WW Cn 3 C. m u <¢ �O v `' > Lo J 0 � yr m o c T T 0T ' c T W 90 m L1 ! M O 00 o T Q N T m O T M C\ o ca Z 7 E r cc 0. E U -i Q p c JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 3 , FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 -} - — FIBEREGLASS SHINLGE INSTALLED 5.0 -1 AS PER MANUFACTURER _ _-_ _`Jr 4' OFF RIDGE VENTS - SPECIFICATIONS - -� - � � —`_ � - — — HEEL HGT. A Go EXTERIOR 50 PLASTER ON loor FRAME 25-SH 25-SH CJ FLASHING 2ND FLR , 35-SH R... I -------------------------- L-1- 6068 SGD 12 14.0 TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - B SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT 12 5.0�- - - -� - -T - - - , r I- - T I l r j-A- _. - -�,- - - - 7- r . r T A- -- - T _ T T — -- - -_7 - -- - T- T I 1 H3-SH 24 SH FLASHING 12 CJ CJ 12 ---- 4_0E— 14.0 CJ/WEEP 1Ci ---- -- ---- -------------------------------------------------------------------------------------------- ---- 2'-0" 1 H3-SH ----�--�-----------------------------------------------------------------------------------------------------I---FI TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 1-112" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, Gay 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, fed 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 applie d shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shallcorrosion 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 r= -o 21. W J ar o e M C.,., m O L N O CV t H o� N Y 3 °'• as d u Q � 3 � -T �+ N SO = E o a 1r `o ��� ��ttttl►���sire� ,.ti: UJ .p I • 2 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 beadng Engineer's signature and seal. fA I.- a e} O E S N 8 (% o N N O C a, 0 46 LL LL NMa� a LL tL iL ii ii C1 Z 0 LL z 2o, o tr{�_a_ 0 9 �7 N fD m J 6 W pj O1 r Z w Z N MQ !U O U ❑�❑ Z CD z (14 z z a - N (n z N 4--+ O —LJJ �tn � w Of Of Y ¢ O � Q N D) C o J� w Z M 0 � i E zo >n E V t— rt) o° z $ o oa 00 ZE n3 �Z 6pZ � C fL p W- Z J N Ca a m � o0 = Z m S � U . 0 aZ 2z $ ab 02 go NZ Q m R F .a a� S F J ;Z Q _ a WZ1 �_ ° �C:) LO J rn R cM O Co e-- Q ca Y (n C 4 LO N C3i (� cM C) L0 T cM N T T CV)M E 7 O W U') Z Z r_ E r E m m m a v JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 2.2 ZONE-2 ATTIC SPACE 60 SQ. FT. o 4, I 4:12� SLOPE 4:12 SLOPE - - - - - - - - - - - - I I I I w I EL O J Iy�A N\Q C 4'-0" OFF RIDGE VENT I z w 5:12 SLOPE LU tY � O ZONE-3 ATTIC SPACE 1071 SQ. FT. w a \Q O N Ll) I I I I I I I I I I I 5:12 SLOPE I I I I I I I I I I A I I I I JP w I C7 5:12 SLOPE r---------- I I ZONE-1 w o. I ATTIC SPACE ° J I 97 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **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: A"=V-0" e•7 N C N ? d• > ry Qr� o_ -.7 CD � X to C LL d — O N L y Q d N 3 °: a) Y ct c � a1 ar c c E ao ca �ci CZ 1�ta1Rf ONOMp '� < jam:. J • � i* ry i` i ,.' A 0 "z ��• a •y *' 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. 40 1/" \ a p 6 pEn cm OO M U N OD 0 _ J 7 tc-� LL Lu a <L. Q f") J LL li a x U Y5.' 2 0 La W WOO 'or0r- ¢LU Jm W Z IL ��W CD Z Cn w O U ❑❑❑ W ti M P Z N C7 Z n Q a � z M �4--) � LU LL C) Uoa Ow Ln w 0 u Q 0, s w o U__ E o g0 LL » Q OV L1 E E ui H fC O E �za xU F oo OV O d r6 _ o o Ww z o m � <z .a i V .g mo O Z aw 5 J < ° �z 0 N W T m O [w �~ J 5 mC:) > Ln J i O Cr Cc a.� (n 0 CN m = Ln O Ch M N Lei T a CMO � T 0 E � C7 O T CID CM C` o z z E T N ayi m a E U y Q p c JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 4 c i; ) FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 4.Or — — — — col r` 12 5.0 f FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS t� • EXTERIOR PLA• FRAME RAISED BANDS OR FOAM COMMUNITYFLASHING PER SPECIFICATIONS 2ND FIN --------------- 25-SH CJ 12 14.0 �r 00 F, r` 25-SH 25-SH R--------- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — -- ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION — B SCALE: 1/4" = V-0" DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N o N C a W r r=.r O � C � C.� N —.amx U- y�o 3 •= °' y ss 3 m L �ddcc i c n C �o a w i �fz S Ire ZZ U C Or IQ 4. �rdf'e"lo `SSIU,yF�.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. W F g S E 5 N o N8�� Y_6. C 7 rp °� sJi LL LL a rnNa� "a W ai M 'T w a CLLLL Y (- �j -"J Z ��°'_ o t m CS o pp 'p0 N(O m J Q �Z Lu Z U� Cl)Q Z N OU ❑❑❑ W z a J — a to — N z A� s LL 'U Cn o 0 w g N _W W Qd N ti Z M 0 " E w� ° Q E O roo W z Z° Dh Wo Z C:�_ E (O �0 O co K Z Z CLZ cn <o a ¢Z m� C �oQZ Z. Z M _1 ab Z O O o�aZ 4 Z o W w�� � h ; o (III , , zla o 3 �C J rn c� O Cr N aU) 4 m = U'i O M7@DM04 N LO T Q (MD cf) T o -2:1 M M o Z z' E T to c a cc U _J Q p JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 2.1 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w Z W Cn CONTROL JOINT DETAIL SCALE: 3/4" = 1'-O" #5 CONTINUOUS ' ;, . , •' s ,_ REINF. SEE FND. FOR QUANTITY r #5 X 25" X 25" CORNER '^ " ' ' '' BAR ONE FOR EA. • HORIZ. REBAR, TYP. 11 U.N.O. •, , £ -'Alternate: The reinf. bars shall be s cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 2'-0" x 2'-0" x 1'-O" W/ (3) #5's E.W. 0 F J TYP. @ 2 STORY 10 C E - 1 PLUMBING LINE O SECOND FLOOR- -9 c� 00 co 1'-81, 10'-0" 1411 T-4" 1 2'-0" h 14, I I I L o� 6'-8" I / M 1'-4" 25--0" 13'-4" 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. T-1 0" 51-2" 41 0 00 0o AC PAD 11 --- I --- ---------- -------------------II IOVID J 1-1/2" RECESS TYP. @ 4/ IR SG DOOR. REFER S6 2 STORY HVAC CHASE If BASED ON ) MASON'S SCOPE I IR WIDTH I LOCATION • I I I/ I • b INDICATES FILLED CELL W/3000 PSI CONC. GROUT I I I I r r FROM FTR. TO BEAM W/ 1 #5 1 1 I C.J. _ _ REBAR_VERT. ABOVE SLAB. r TYPICAL @ALL PLACES T SHOWN HOOKED FTG. i I DOWELS 17" EMBEDMENT — — W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" Ln • Ifl I I I • a Y I I I 11 °C mall 11 � I jlj 32" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY in I 3XV MIN. 2500 PSI CONC. q(AB OVER I 6 MIL VISQUEEN VAPOR QARRIER • I — — C.J. _ _ —J L 1 20" I 2'- " 5'-3" 15'-411 1 1 II I • 0'-0" ELEV. I I FIN CONC. SLABI I I • o I II I 113'-0"x3'-0"x1'-01' 1 10'-7 1/2" '-0"x2'-0"x1'-0" 14'-5" I I W/ (4) #5 E.W. ED i. / (3) #5 E.W. • I --- • r- ------------ -- ---- — I • I 11 I I I I I I I I I if ^ ALT ^i I I I AC PAD I I II II I l_�11 L.--_ =— O Ch CV ED co NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING in o 0 bo lqT CDM I -31/211 4 STEP I J t,) I C DOWN �I S6 in 17'-1 " S3 MIN. 101 61 All 1 o K TYP. @ �, I 2 STORY I S3 I (BUILDER TO PROVIDEbi 1 IAPPLIANCE PROTECTION CL I WHEN REQUIRED PER FBC I O I TOP OF CONC./ REC SS FOR FRT. DOOR J I I PAVER TO BE 4" PROIDEI/2"x91/2" I 91-411 9--411 i BELOW FIN. FLR. � n --I— — — C.J. — --�— — --_ — — — fi— • I L = I o 0D N W O ao 2111 TYP. @ zo O z o S3 I I 1'a4" ENTRY 1 2'-6"x2'-6"x1'-0111 C � O T SINGLE I W/ (3) #5 E.W. N STORY I _ • rl I T Ix OF z (2) #5 VERTI ALS C%j O 1= I W/IN FILLED ELL I V~j •- W/#5@8"O.COU- S9 HB I to 9 o 3'-0"xT-0"x1'-011 ---- eel I A• E.W. 16'-811 18'-8" 614 " 25'-0" 0 0 Z U)O N U- FOUNDATION PLAN-B SCALE: y4'=1'-0" en N o -o -r ? W 1r o a. = c L-. c, em W c- 10 0 >_ -a CN = rn 'Q N C'V lC do-�d c ECJ Ca 3 3 f0 m CD a C a o W Qa E �O o Cj-� �� e�a�s��y,itttfelliJ�;!�t ,e gF� BpFP�s! s C) t-tiJ J•.r �� �- •'• F LO' .�•�? �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g E S N CID- �_°� N "_�_ J 0 y W f71 � LL 7 u7 LL M �M0� w a nW. a a �LLi� z Q) Z .o� 1Cca� I0l: _ @ N K W rn�04Z z Z Z N M U( F 0 0 DDD Z W � z o z d v J CL ll') - N t7 U N � N a) - fQ W o a u 0 L. g INC N I^vl = U) � U � a ® ly J QN� s o w M Q . o w. Zo Q E l 7 og z® cc t 0 O U O¢ 00 �U z H < o O <o10 W Z .1 r m� _� z m ; °. '. � Z W���_� 8 o aZ yz 7 �o Milli v a ila � 3 �0 �L J 0 N O CO (0 CU U)LO N M -0 CV)0) to N LO T CMO Q T� CMO r M C` o f0 O H Z Z E T y cc 0- U Q p JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS SIM. @ CONNECTIONS SIM. @ CONNECTIONS EN W NDFPR PRESSURES AND SUUCTIONIS FOR MEAN ROOFOHEIGHTS T 5 ft D RSHPER ASCE 7-16 ROOF VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=oft (SO FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 / 10 / GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE: Y16" EXP. 1 (4/16) or 1% ' EXP. 1 (fie) TILE: /%2" EXP. 1 02/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Yg' x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED • " WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS BLOCKING LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=V-0" 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT/ 39 PLYWOOD FLOORING FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS BLOCKING LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=V-0" 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT/ 39 PLYWOOD FLOORING FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-1 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 5l8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 114" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (TT) 1 D 9INKERS & 04) 1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10)1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 1 (20)10d x 1-1/2" * MINIMUM W MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER- J (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: Y4'=1'-0" rc+tll O rttNl Ar o 9 W a� o i C to y O L .y cc y Q N Y C C3 L n► u = � 3 to L io y m �o m co c a y c � o a. w L 0 .,-,.;,�149EIItftt�er�a �, .• � sir E" .� c- ,, ` A, r` � C�J s • cf ��•�j.�O.�iSSIO14 To the best of the Engineer's knowledge, information and befief, 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 g 0 � " v 6_" ;^S` J ** U2 (p '30 E LL w w 04 �Mv w a a c-j a x LL .n J LL S� "vi" C tmoa to0 19 o ' Lu $o' moo to W W rn�� K Z 0 z 3 U F Lr)N (h IL U ❑❑❑ Z W CD V tl N N 13 � ) e7 v^ ,I 1W V O T W � a V O W $ N w W SO C) � Q 0c C, g o J w C-1 10 g co Eo E p m U SLL ti z® °w m f— x� uo &< za� wo wz N 0Lq ¢z mo zz m J wm ap aw �z 4O aZ AS� Nz W 2 m K i M v zz a a � � .)3 1� > Lo J �' cc cc O Co T Q Cr T c T 04 O � W 30- 04 CO M O L.() r cM N r' d CD M M 7 C)i6 LO c Z to z E T— m a U Q JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 6.1 0(2) — TYP. @ HIP CORNERS ) ------------------I I I I I I I I I TYP. G I G I V U U I 4 I TYP. U.N.O. S5 I I I I L------------------------------------ J ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft AND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n I 2r 1 3 1 3e 11 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 e%) or 15/3z' EXP. 1 02/16) TILE: 15/32" EXP. 1 (9/16) 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-03 10d 12Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 0" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1 Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "* 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 "* 30 -16d x 31/2" 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 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1 1310 1245 24-10d x 1 1/2" HTW20 1530 1 1285 1 24-1Cd x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 148-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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. _31— (A) OR 2 PLY :ARRIER R 2(!NT �EDGER_j SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: Y4"=1'-0" I�f N o Co W r ac o0 +7 m w c C a m CD N .fl N t *n y o J a) a E s c a) v 4 _ � 3 � eo ai a) a W a7 d ca N �- c � o a � 0 i t`��;E;6Ft4[iPBe1p 1 • �i r _ U Z, OFFlu L Off` r; 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. 0) N c 0 di 7 l'n N n0 u. wa W a W m ce) JJii d Y �j 2 LL 'mc� ° t m O i�3�C e10, :3:-e m N J t6 m� K Z W CL �2 Z fh Z 0 Z N F=- OU ❑ ❑❑ W U z13 z d � N N z V fCD 5 �A c/, LU >Ln O p� W 8 �L/) r„ N _ co F— co W = � 8 *>j ai Of N m 0NO 14idwl J LL c G io 0 R. >S Z Q N p E V zo oa ~ r6 o CD¢a �o Woo o O� z CO � t a O so � z ttw ti rp a < m a0 z J mg � w b <z z q Z z go c7J $ a v w W a N � o w- o ; PPPP� 0% a 031 'LO O d' m 0 O �� Q Cr T.- �+ TT U) 2 3LID N O CO N 0) t:'O O LO M N t— ai 7 CDN T t'M M U')Z o m Z c E r rn N m C a. I U Q JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 6.2 i GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per AC1 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 0111m� liffirml NONNI 3 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T ® © ® S FORM dr GROUT SOUR fV QQ �U 0 /5 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. E !€ F = FILLED WITH y GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D 81-16- B/1T' r tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c1-f precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOPALTERNATE POWERS aD MIN. (1) REQ'D �«R STEEL LINTEL a e ° M.U. #5 REBAR AT TOP 44 A MIN. (1) REQ'D- a H.N--C- a e a ° LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 1-1/2" CLEAR 11 POWERS STEEL BOXED LINTEL NOTES (ALT.) AT TED BOTTOM ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiduos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O T-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN-B SCALE: Y4'=1'-O" M C%J N c 0 v r. J > W C3 a _ o c cc L. N fl CO >c LA- O- co co y,oc=s y N O J s c 2 m � � Q � 3 0 is a, a� tr �� co ev > -0 A E 0 a 0 ;;; 'y;11 t 111 i6tg11�f� OF 'lam Q�Q •'•'���..."���"��� SS10tA \ IIIIIIIrk%%10\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 Engineer's signature and seal. W F g0, E CN 8�m N al N 0 �,� �. tl: N rNi v W a iL �LLii Wa d Z Z 0 aL @ ca _ Q' t: _ m U,W rn��Of J Z Z IL N M Z g 0 i Z 60 00❑ W 0 R z N Z z r; J v1 - N z U � "0 O w $ C) r7�i U g z • Q <C _I o Zo9 w Z J `4- E wog g� E uji oa �E°< Z � a3 t <=iz g ¢o `b-' m2 s� Z Z m J y < w z A2 W go z a� W SC �.3 �w mLL 3 < 0 IIIIIIIIII� M d- zl°a' 0U 3 L> J O c� O Co T cu CJ_ U) m 3 ~ O � M O Ln M N r 4 0 T CO M L i o Z w c E T �i Iv ui Il U JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 7 STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE ID F THE GLAZING INCHES t 2 INCHES 914 t MM 51 MM ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF S E(S) 0 H G G 36C ( ) WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6EMS 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED TH A WARD VERTICALLY D W T TOP OF THE GUARDRAIL DOWNWARD E 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7. 4.8. 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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 1'-0" away from the building side walls. 3. IrrigatioNsprinkler systems includirtt] all risers and spray headds shall not be installed wl hin V-0" of the building side wall, 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1,1 - Initial treatment shall be done after all excavation and backfiil 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 sal 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 ov and mortar along the foundation perimeter must be removed ba re exten0 s°o, 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 vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any son disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the buildingg department by a licensed pest control company before a certificate of occupancy willba 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 wool and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0,18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND R R O MIC OLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Nc 0 0 0 c�CE c- ell c J c m X .. cwa. -"! = m o •y � GV t y d C 16 04 �d �_ y o = a io a3i al a a y a c R o a � C \ ✓ S fl 0� . y."y'� FLC� ��fttttttt)r►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 seal. a H o f S cm Q O M O N V N ?3 oo Lo 0) J:31 to- -L 12 U- u� - o �;Mv � w a. a N _I LL t1 Y �ry J LL rn O o Oi NO m J �� i a �Z z 10 N ILWW1 C7 z 9 y ~ V O U ❑�� Z W U Z N cn O z << J rs N U) to z Ch o .2 LL cFJ (� w Q A V _ g O w $ -N Ln CB U � e z� I c C', �Q s� o < M z o z Z < O w' oo 's ;✓E V wz ® on H_� o0z 00 o ZeE :C0 i °ads aZ m f!) C c ¢� o Y w� m 8 FF Z Z a� J 'o as >Z 2z °'0 go W Ozr 1w _O m v w` I� za 0 �� �L J m m O Co r Q` Crr co T (�+ 2 CN CV)CD ' N 0 rM 04 Lf) r M N r CM C\ o m Z rri LO E r Z a U JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGy" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF -� HOME H C G GARAGE SIDE 0 0 0 5'-0" ¢ - STUB -OUT FOR 0 1'-0" o GAS METER CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16-4" (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 Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 ,,wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL rn w CONT. #5 > STD. 90° HOOK BAR STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8"0 �j7 #5 CONT. THRU FROM BOLT _ FOUNDATION TO HIGHEST BOND BEAM STEP l BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max • � 4 max. Q Clinch nails /71 when possible Tight fit a (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End I Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d BCI 6000s® BCI6500SO 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. I.0 SIMPSC w/(22)' NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON 110A ° ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION SQUASH BLOCKS AT INTERIOR BLOCKING sPANEL, fINTERIORabearing eangwall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS Boise Joist Blocking BEARING Use 3" 10d) nails at6"o.c. Requiredoninteriorwalls:-forverticalloadtransfer g Plumbin / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists META12 TSS INSTALLATION Load bearing wall must stack meet over wall, or wall stacks directly over wall or * oversquash=20 blocks and beam below Load bearing wall must stack over �� Non -stacking walls wall or beam below.* blocking and wall or beam below.* - require additional consideration. Check � Joist local building When joists meet over wall, provide code for appropriate �1/16" 1 3/4" minimum bearing for each. 1-Joist can be offset PLUMBING LINE details in One 10d box up to 3" to avoid areas=20 of high or=20 sinker vertical plumbing TOP (2) #5's x 4'-0" °O PVC OR SCH40 SLEEVE lateral load. nail each side , 3" max CENTERED PIPE at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION _M77 SLEEVE THRU STEM N.T.S. WALL ° a d Provide adequate bearing — a a for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist •• -� (—� a a a': ae �_� (�—) fir=) blocking panel *Non -stacking walls . -'.-' - -— Squash block 10d nails require additional consideration. (2x4minimum) SECTION @ INT. BRG. WALL IIt=1T=II��i_T I I= I FIN[, GRADE Bearing wall, Versa Lam LVL or N.T.S. � � � ��� �ri� � _ • � (��I-1 I I I 11 �F_=1 I� Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6A 1Y" ROUND HOLE MAY J 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. Any 16' joist _ 8pan _ . 12 T-W 1'-1" V2' 1-2" 1' 3'" T-9- 2'-4" 2'-11" 3-T' 4' 2"' *9' 6 4' 16 1'-0" 1'-1" T-7 1'-2" 1' T" 7-6' 3-2" 3'-10" 4"-9' 5' 7" 6-V T 2" 20 114Y V-1" 1' -2° 1' 2" 2-a 3-0" 4-W 4-10" 6-11" 6'-11" 7'-11" 8'-11'" 24 1'-0 1'-1" 1'2' 1-W 2'-6' 3' 7- 4'-9' 6-10" r-Z' 9 ' 9-6' _10'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" 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 %2" 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. A Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ - 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 7-1 "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS • SEE PLAN FOR °• a . • FOUNDATION INFO a STEM FOUNDATION rdC1U19 REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N,T.S. 1'911-1 r— \/ r— r'%T I n A 1 T I I r"1 1 1 r— A I r1 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE Co g /9 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE aa. G f d0 L e+r� N 0 N c r —� 0 a � o to cc N C LL a .y f0 O a- N •Q d N d Y n a> CU t d d m 3 i = E 2 C�_ V a Y.'` S,_ -.: 50- •••< z r 1+ i ° -1C� s A 0, .� loF�/i 1 1 1 i 1! 1 t t i 1 0 �����\§ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LW !- 5 N 8 oi"ii 0 •s-°8."LL M �CNiv� LL (L a Q J LL u- aW z Z 0 � ;; �o1. O Q _ IL N co U F vVi OU ❑❑❑ Z W M Z N M z � � z o 0- v in 13 U) t/) - N 2!00Cz U. '��1 T Chi � U OW 8 N Y �N in (� r- r— e - � 8 Q 23 s�o Jz O w Z Q o zo >� zo Q� I - Z ® F r0 s= <� Wo U 2¢U O¢ z z L nz N w � _ m <o < .a W� mo Oz z m °o <w 0w Zo SU a W m a c wa �° M Z. I r $3 �0 > LO J �o O co C Cr T �1 0 (n 2 N m }+ N 0) CD r M O Ln M N T ill j (D T M C0 L o Z f0 c E T IA 12 a U _ yai ¢ p _J JOB NO : 23-06104 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B 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 3 1/4"TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH144 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM — °' • °2 1 1 5:`? 11II �- D7158-CLASS G or H, or ASTM I D3161-CLASS F, IN I= �— I I— ° I I PI I'I 12 ACCORDANCE w/ TABLE I —I PP•) VARIES R905.2.6.1, FLORIDA BUILDING -1I�� I_YlIIIrCODE 7TH EDITION (2020) I _I [ II RESIDENTIAL INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G PI FV VARIFC/Ji_�\ SEE TYP. WALL SECTION SCALE 3/4"=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cn TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4=1.4 WWF OR = DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE .E - �, r e ° P = oo z P 00 6 MIL VAPOR BARRIER ; p •r 1 D • I_ COMP. SOIL. ° T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD, 90 HOOK SEE O U.N.O. U 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION KA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS :� z 00 SEE A/S3 OR J/S6 L T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / 1'-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. 0%) 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8„OR 1/2 HIGH STRENGTH _-Z `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ 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 ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3116" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 704/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH ELEV. 4-3 1/2 A�/_.F.F. p 2x4 CONT. ,.,_ ° _ .. ° 1/2"(min.)-4" 1/2"(min.)-4„ I ° jr;7 : III GARAGE DEPTH VARIES 31/2"(min. - 4" — 31/2"(min.)- _ LL - — — _ — — rr- (2) #5 CONT. 4„ 8,r (2) #5 CONT. 4" GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ K'CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 UCJs Cp C11R`l osE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING VC 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 U �c LOAD BEARING OR INSULATION PER FBC AND ENERGY �'� �/ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8" x 10, ' „ J„ BOLT @ 24 0/C W/ 2„° X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) „ 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] F R I 2x P.T. PLATE SPACE ANCHOR O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) FIBERMESH TYP.Ili >. ,1 - .. GRADE •1 MIN. 41 MONO OR STEMWALL Cl) GRADEFINISH 25" MIN. LAP PO" MK LAP] MONO SHOWN6MILVAPORBAR • ,FOOTING CLARITY 11=1u= ..REINFORCING SEUC FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. _ 6x6W1.4xW1.4 WWF • • FIBERMESH GRADE ifitm 1 W-50 Ilaill�ll�ll�ll`�IIE�11��11'�IIE� • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13- O.H.D. RECESS d }}--- M 50 : SEE A/S3 OR J/S6 -I , 111 I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P T 2x 1/2" GYP. BD. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1'4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . • ; CONNECTION INFO ° SEE PLAN FOR jk & LAYOUT DESIGN TOP OF BEAM IV_ SEE ROOF PLAN op c ° v_ e ° p ° (2) HTS20 FOR STRUCTURAL r _ Alt BEAM SIZE & N G CONNECTION INFO Cl) ' 8 2x4 #2 SYP P.T. FRAMING w/ - — — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 c j SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION HOLD GYP. BD. W COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0 � CONT. BEAD SEALANT SCALE:3/4"=1'-0" S3 • ' Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE A. -3 1/2 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" WALL AND • GARAGE COLUMN TO PORCH SILLASONRY O.C.oc PAD FOOTING • � ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. _ TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS z GRADE TENSION 120#) CONCRETE SLAB �, > FILLED SOLID (SEE PLAN FOR _ ; _E 6 x 6 W1.4 x W1.4 C WWF OR FIBERMESH r, w SIZE AND REINFORCEMENT) c� z a w • v m f 4L 14 1 INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 U-0" FIN. FLR. BRICK PAVERS or SLAB PER COMMUNITY SPECS g o _ " � • �' • • = z_ Cr Cl)2 FOOTING v - - - BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE :•n'! ••• 4CONC. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3J4"= T-0" SCALE: N.T.S. S3 C -o colm `! W ci a� o N 'O m X ♦.+ C W G. R O i Q r N Y 3 =' a> d—e0 � 3 � E N O a "jilllllt lq,, � r . • \ .CV c`r FLUB, 4� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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. In o g E 9 N N m _N ik C 0 .2-- 0 # LLJ LL Q JLLLL a � z 0 Wo = tma Qi =''0r-t_O m J Q 20 z U) JL WW11 [7 Z 0 I~ V OU ❑❑❑ Z W ce) > V z z o ¢v — —' fl � — N Cl) N a � 0 0 �Z f6 w O g c I I `.0 e — '° 8 L �Q c see o C� c� ya ZZ Z 03 a E zo Z a� E oI z® H IU g� �o <o w= @om0 5 J C', Nm<z am �z WT o �� =G o _ w� ; o I v ila 01 Q 3 E2 > Lo J 0 CD CU T CT T F- O M M N Ln r CCD Q cM r T CV) o r0 7 O y LO Z Z E T P3 c • • o 16 JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 E; W I CD i cc to S 0 co J t N 7 N 0 Q N N s v a 0 0 LZ N N 0 0 a N N N (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4"FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TOEEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS CRICKET AS REQUIRED ,{+ + SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW r 1/2" EXTERIOR GRADE SHEATHING - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/00)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS IFT CONNECTOR (SEE SCHEDULE) STURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK (1) #5 W/ BLOCK WI ( NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT �■I�!� !II■il�i■I�I■■I!�!��I■■ rn • • • . -, - .. , • • � • _ ■. !i�l— III_MEN ■'■III �1111 Iilli� ��III lid■■ �II_II IIII� ■■III �I�■■ ■■I�� II_!■■ IIII NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T LU T 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. a a o a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31 /2"- SF A�Npo� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P.' J-BOLT TRACK BRACKET fOP a aARAGE ►OOR uvvr� r rr�vr. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op �R SIMPSON HTT4 TYP. �p U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER \ ` 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EB'LOCKING W/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) w O/C FIELD ?r ? a 2x TOP PLATE T v' 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4,9, SPLICE STAGGERED " ' /AN ATTACH ALL EXTERIOR STUDS W/ 1AI 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 8P2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) !S (9335# SPF) !N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE F 2X BLOCKING I 2X8 P,T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 " NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON /_ SIMPSON SP4 / SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 J(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. S4 e+� N 0 N 0.2 J --1 6 a e o cc V Q .:qm ua Co °_' g d "C = � Q � 3 � CU =d�a j d' •� T C � 4 ,. ,,° 3tIIIU111111 °���. 9- 0 WA/ ••iN '\v `� � ••••.• F L O •�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. � p n CC.1 Q $ N O i .0N V O 0 �-- ` U. a k ty -J _ Z O m crn z mo o X� pop 5'Q m CN J Q W U)�a'O' 0 Z W Z N M Z H a O U ❑0❑ Z W V M Z N M z o ¢747� 7 -- N 0 � � o LL 4 (z w e a W U 0 0 „, g Ln Of w yUllZD U w r— _ E S 9 I Of N —� N Kco o w Z a cd E g 4 Ca. 9 o U WQ� p � E �,� 'z &< z .2 H Wo-z g W ra Vi ra ¢z Y m0 z m J �� < QW zz 8 3 0 5° W 8- 3: 8 w�=� 0 it o yw ;o q ola a 0 3 N O J > Ln Om m m c� O co r Mto CO .-. r U) CV � m = Ll') co Q) (0 cM O Ln T M N T— ui T M CM o m O y LO Z Z E T E. c a U � Q cc JOB NO : 23-06104 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 MAX 9 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 • NAILING SCHEDULE FOR SHEATHING 45°t / DETAIL 45° t SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" p/C, EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d EACHJ 1 EACH JOINT W/ (3) 10d " „ L BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8 & (2)10d TOE NAILS @ �i�� & TOE NAILS AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END " " L BRACE TO EXTEND EA. END 48" O.C. @ LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5Aw/ (10) 8d EACH JOINT w/ (3)10d & (2) l Od (NOT REQ'D WHEN � � �� ; AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w! (3)10d & FROM LEDGER TO TOE NAILS @ EA. END GABLE IS 4'-1" OR s, ,rz� � LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL SHORTER) � " i�S< GABLE TRUSS 7/16" OSB SHEATHING END7 GYPSUM WALL BOARD11 ; SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ���� N, 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� �� 2 16d � 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF � ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS @ 6" O.C. EDGES AND 12" 1WX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2 16d NAILS () BOTTOM ATTACHED "T' INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. I I INSTALLED PER MANUF. I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ 4 1!4"x1 1/2"SDS SCREWS TO () 11 1, ,1 11 1, " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C „ „ „ TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1l2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ 7)10d NAILS MOISTURE BARRIER SIMPSON MEILS A w/ A. & (4)1/4"x21/4" TITEN 4'-0" O/C ALIGNED WITH NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. @ STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB S E CT I 0 N 2 WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR co M " SEE STRUCTURAL X-BRACING, AND TOP CHORD BLOCKING N NOTES AND NAILING INFORMATION � `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ " (2)16d NAILS `° 60 00 2"x4" CROSS BRACE 2X4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT 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 " " 2x4 PANEL BLOCKING () () () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 R O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM OWS OEA. 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 SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 0-101 TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL L. TOP PLATE 2x4 LEDGER (MATCH BOTTOM CHORD DBSIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION K"4� SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 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/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR ( ) OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL I �` EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH L— 2x4 BLOCKING W/ 10dx3 @ 4 O/C (2)12d TOENAILS NON — LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) )1E_ TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ J 2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S`CJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 CONT. BEARING GABLE END BRACING DETAIL M€AN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • i7 w `BRACING wl (3)10d x 3" AT 9: EACH CONN. @ 24" O/C —MOISTURE BARRIER .BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 11' BRACE 2"x6" (U.N.O.) "L" BRACE 24" 01011 - 3'-0" X-0" - 6'4" V-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -V VIV I. DCMRIIYU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yGo Er O� 0 CORNERJACK E Y „ tl U 2 LU z 0 HIP FRAMING REFERENCE PLAN E S5 20'4" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -ti c- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll III-,q I1111 INS 1112 � ��'I1II�� loci1111 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM 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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N 0 '• > W o ag cc O a y CV t y N O f0 Q CV � 2 d > E G s Cdd- =�� d co n 0 R o a: J P t/t'I11/S m^. •. � � CVi� '"••, F L ���''� O��'SSIO�E\• ��` 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. F g a SN 1_ N N C) (p 0 M LL LL tlW! tnNv LL a a -9 ;z wm _OL m Y_, 0 tM$o W _N _fD �_ J CP. W IL z Lu N Cl) Z M = fA do ❑❑❑ W z � 810 z V) �a LU Q A U g 0 wW_ $ N Of 0 in LU L Q Y o a9 z Ens E0 e V W°g® H ao g= U so DU z �E �0 �o�z z o� '>= i ¢ o �� M C m Q i am0 w Zz 5 J H Q W z 3 ' Sys p O0 Zao JU W < � oLL �� 't <r X �5 0l a= 0 3 O J m �Lo m T o CD ^' L O CO T_ fT M T I.i. V) .2 4-0 O C0 a� O .0 Cl)o LO r Q N r ui 7 O ccD T M M Lt7 o Z cc z E T- y a E 0w U Q a JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. S5 3 -v W M 3 m 15, .8 0 0 N to B O 3 C Q N N i E 1,2 i3 c a i a CD t� N N tz LO 0 O N N L m S U 0 0 N 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/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB - DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 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 CONCEALEQ. SPACE INTO APPROX. EQUAL AREAS. 0 FLOOR SYSTEM 1 ER\ 1 1 1 .;• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY x A•— Q i N T • \.• 44 LL1 4 I 6x6 W1.4XW1.4_ • A. ° WWF OR FIBERMESH�� •, , FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING - NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 N FOR MORE INFO 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 oto �— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. w 3RD LAYER 1/8" THICK. U_w —INSULATION PER CHART ON FLOOR PLAN (" B R / I , S6 S6 ' ETAL SEAT R FELT PAPER FOR 1 MOISTURE 1 BARRIER I now to STD, 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT wCL EACH FILL CELL TYPICAL a- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE INISH GRADE �--STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 I2 SIMPSON LSTA24 STRAP w/ (8)10d x 1 112" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL00"., \ SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1­ " " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B 15/32"OS�I EXPOSURE 1x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D w O SECTION X-X IF II II _LuNOT FULL G HEIGHT SHEET II Z 'All W II II JI G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF -7 SB IT XPOSUREI EXPOSURE SHEATHING ILu SOLID 2xBLOCKING IIIIIIIII_II IIx II IIIII II ALL SHEATHINGN EDGES(SEE OPENINGSECTION -XFowC I �Wx I IF E H 2x STUDS W III III II II II BEYOND. U, SEE PLAN IIIL ll -II 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 K" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN)]". N ? Q NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL 7: © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. j o w/ 8d COMMON NAIL Lu w LL O W O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER ¢ >. O O a�°i w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ai C) 00 LL f- @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O MEMBER IF GABLE END G� LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/ SEE PLAN 8". BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM IA/AI 1 CI C\lATI^Ki I'1IAnMARA A FLOOR CONNECTION rB S6 @MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 3/8" SPACING 3rB" FOR ADDITIONAL INFORMATION. I S 31411 2„ S 1/2" 7� r S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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. CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN E S6 FLOOR TRUSS °P SEE FRAMING WEEP SCREED T PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION .l` B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. 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 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH •. d •'A. . A .• I•. :. (3) #5 CONT. ON 3" 8" I 1'-8" 811 MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFFA b �N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) AFNi�R�0, C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od 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 / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ TDIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. x SLAB W/ 6X6 W1.4xW1.4 [ WWF OR FIBERMESH 1 C .' •• ;'d • A • �.° d' •. x Cl)-III I I I_I I I_I I . \. • '.:.. III=III=III I I ��, ..• '.:. : ;• -I I I I I I I I I 1 1 I I I A •• • �• . lu] HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4'(1) 2 1 2 (1) LSTA30 (2) 3 (2) (2) (1) LSTA30 (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE e— (3) # 5 REBAR ON T CHAIR -�� 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 Cr? N Nc 0 ? o "' -- a• r 7W C W c cc C.., r 1 —�aox .. c"-a N O• O t9 d d 1= s c °C 3 m Ada) n • u a° c o p N � c o a 0 w t" t. b s _ r' •e ri 4Q V 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 G N Q,r a oQ, 8 N" N 66, � 0-0 7 Gm'' to —Lo a co LL LL N o ' " a w Qycov w a U_ U_ a Y z J Z OD 0 0 Z tm0 O o oc ;m�G mum � 0 Z ILW ILrngO'J N & Z y a Z OU ❑E1❑ z z z o V (nvl zC1 w m V m W- O— 1°r U*)c y N ,U „ a■ ~ - E U C2- 49— � o � M Jz w S gg W ► _ `E Z O -° — > E Ou z® ❑a °C 1- rfl Q0 7g <o01 Wd' 00 z z 2 N 1- ` na w0 g WZ � W <z mO °� zy m W ti� <� <w �Z g ao Z W W miL5 o V W~ -.R a = OU 3 In > Lo J 0 e' Tro 0 N O CID (0 T Q fT V y Co m_ LJn �i 4 _ '� N 0) :MD co O Ln T M N T T M coo O r0 7 E T c C a v _ a o 1 °_' JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D —2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = T-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS 1171'1M MOO: AAIM MI IAI IAIC/'%MRAATIrIAI 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE--' AT STRINGER CONTACT POINTS E-� 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2X4 SYP BLOCKING FOR STRAP (SIMPSON ` L`2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ Lx4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" JOIST SYP 2x8 SYP STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER I �A ALIGN THIS STUD WITH FACE OF 2ND RISER --2x SYP CUT TO FIT I ' BEARS IN WALL I B -------2x12 SYP BEARS IN WALL I I '--2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 DRAFT RISER AND TREAD STOPZ77 // ,,r2x8 SYP DRYWALL STOP NOT TOUCH SMUST STRINGERS / �I .---�-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ' 1 ROVIDE MOISTURE \ PROTECTION LZAA ALL COMPONENTS / IR TO CONC. Wl 4" X / CONS @ MAX. 32" O.C. '---ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/T" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING � ^ -- -� / \ __�D G.1 TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH /Z44Lta 2x SYP CUT TO FIT 1 STRINGERS BEARS IN WALL 2x12 SYP BEARS IN WALL I 2x4 BLOCKING FOR 2x12 \ I SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER�Zzz/z/ 2X4 CUT ON BEVEL DOES NOT BEAR IN \ WALL 1 2x6 SYP STRINGER / \ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND \ (SIMPSON MTS12 w/ NAILED TO SUPPORT 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) W/ SIMPSON H3 — / 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 --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER AeOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = V-0" —� NOTE: 2x8 l \ DRYWALL STOP \ NOT SHOWN E SECTION VIEW - STAIR CONSTRUCTION DETAILS SCALE: " =1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SECTION VIEW "C" SCALE: 1" = T-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / I BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST "X16" LVL FROM JOIST TO JOIST. USE OR 1 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" = T-0" BLOCKING F SECTION VIEW SCALE:" =1'-0" SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINAR 2X BLLOCKING PSON MTS12 w/ 10d x 1 1/2"AILS \D OR N2X BLOCKING 3 / RISC / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" C" N O ? o o = m w C-4 ►°O'er U- o.. M o .- N 'O O <O Q N N d d > a> o -Ci cG w g cc C ° d �dM 'Qa � o o. w w :-) 1r� $ F chr fW ESSIO � 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. E � NN Q `o I-N N 0 N� 0 � _ 8 � ik (a ILM m 0 Wu-ii a z Z @ �Y, O = 0w� r m9 o 0 1i 5 N G m J Q °' °' z W Go Z U)I z OU ❑❑❑ Z W Z ,QN, n Z z ¢ v J Q_ lA N - z 49 QX L .s a to U _ OW �( U � W J r— E z� c �Q o V> M y Z z M N E a 0 E u O � - 0s K w� = )Z Q n z® os its O E o �< a �o 01 z d � �p 0 K Z �w 1 C ¢❑ a 9x m0 �Z. z m J tim a� z aw 8 3 0 zz 5° Waz T W. M v w� 05 �O 3 N O �L hi rn m n7 L O Co to T 0' ca T �: to l.() OCO � N 0) CO M Q4 L.() r cM N r m W CO � cM CM 7 O W LO o Z E T— to - cc c c a ai U Q p JOB NO: 23-06104 SCALE: AS NOTED SHEET NO. ST 3 E5 I co m �S 0 J 0 ;3 0 t N VJ O G 0 3 a N N i E E a 0 v a> L� N 0 0 0 a N LO L hi Cn 0 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 —1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 P.T. 1x4 (- 1 X 4 E FURRING 3-1/4" LONG X 3/16"0 L FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16° TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1l2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4"FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3116" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"0.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOM 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH-7 BLKG. & BUCK 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T ------------- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS 2'-011 SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED '--2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 . . [' j .1 1 7/ ±5A I L\L NOTCH WEB AT FIRST 2 COURSI .' '.- CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS i FILLED CELL PER FOUNDATION PLAN �R YP.) fHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 1♦ #5 REBAR (TYP,) ♦♦♦ 1♦ 1♦ 1♦ ♦♦S�D. 90° HOOK (TYP.) 1♦ B @ FIRST COURSE �4W 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD 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 HGAM10KTA @ 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 FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) Ff2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 12x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/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 / SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS O IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" 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 _ o ° p' REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o e * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o' . t, * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. a ►.° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT — FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE : c. p ' n u G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. N NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. - �> TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° 2 () #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2x + + + + + + + + TRUSS 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. 4FIV(,7"/Y (2)1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT SEE ELEVATION ' y� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS CFF 4HFFT nq Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: c„ . - , Cr Z O U_ O 111 a F- 0 FILL 1st 4 COURSES SOLID W/GROUT * FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ev' OVERHANG, RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, V-0" 6-0" ISH • ' ' ' #5 BAR p. 10 • °16CENTERED W/ g ►•: . • ti s .9 IN TOP 4 ► a : KNOCKOUT / N -- % '; ° CHAIR BLOCK MONO FOOTING •i , • SIZE AND REINF. PER PLAN °• . AND SECTION DETAILS CLEAN FILL .► • DIRT 6 z STANDARD q i 90' HOOK N #5 BAR IN FILLED CELL �e STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY L—J EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. �o N � sY 0 �, m J r=go � G.flr�X +— ui m 1 6f C o 5 �d co � T CL `n E ca o O. J 0 m\Vill.11111j;1111,, �AS ••,•• v U h0 © 12 1� 11 r, 0' 1" 3 311111 * 001 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. g MN 5 Lo 0 -1 C."O � w J .5 6 -e - M to N O LL " a j� �i y- MJ W 9U. U. a X U _ 0 S� O o Apo 2Ndi m g W W Z &N 00 Z� W Cl)Z toH o o ❑DIL z W Z N g z J N V) z 0 o LL '_ N OLU ul ® U gz r— E s _ � m U • Of 19 2 4� o w _9 o U_ ceE 20 �o90 >N E � "'`z g0 90 oa H f0 00 Wz zI,0�E F- .8 xWz Z N@ a, aZ2z 2 . a Zf 0 ll > Z 20 U I_ �w O° �o a LL I- w� c4i v zdT0 a 3 y O i �LO J O d' N O CO r = (0 ^ � T cc r N }+ m = Y10 4-J 0 = _ (0 N r* Cl)O L() a� O T M M LO o ? N C E r— y N C a U _j Q p JOB NO : 23-06104 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) VX 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"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q w J W w w U) WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN --------.- =-- *- �Fl% 411 PORCH SLAB SEE FOUNDATION PLAN HIP G.T • EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" RADE N T 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY i INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOORI Z MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO 1 _ 1 1 I MASONRY KNEE WALL MAX 3 = 1 ' 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 I 1 W/ (1) #5 CON T . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED I 1 MAX 3 SOLID. SEE ELEV. j COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 ---=-- x---------. 1 . 'a u. 8 SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ _' z CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" r ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" V-4-1 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 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" w/(12)10dNAILS-----------1-------- 15tt FLAN A -A ALTERNATE BLOCKING SIMPSON HADER&(6) 1 CENTERED AT I I I I I FOR CANT. DETAIL @ INTERIOR BEARING SPLIT TO TIE 16d INTO HEADER & (6) 10d INTO BEAM - SEE 3 BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I I INFO SCALE: N.T.S. I I I I I I WOOD TRUSS I SEE FLOOR PLAN FOR I A PROVIDE BLOCKING AT ALL TRUSS BEARING I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SUPPORT WHERE TRUSS DEPTH EXCEEDS SEE FLOOR PLAN I I CONNECTION INFO I I I REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL FOR COLUMN SIZE L--- J INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. — — — L _ _ _ _ _ _ _ J L _ _ _ _ — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PL.ANM OPTION B CONNECTION INFO OPTION C. _ft/___EXTERIORSHEATHING COMMON BM. TO POST ATTACHMENT PORCH SLAB SEE FOUNDATION PLAN 1 '4e I EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE 04 l� PORCH SILL r15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED &POURED �� W! 2(1) #5 EACH STEP * 0- w 4" z C PORCH SLAB SEE 0- N FOUNDATION PLAN iw U) Z W/ #3 STIRRUPS AT �I z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 114„ SEE PLAN LARGE STEP DOWN rj7 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER NAILING SCHEDULE CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" r ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" V-4-1 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 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" w/(12)10dNAILS-----------1-------- 15tt FLAN A -A ALTERNATE BLOCKING SIMPSON HADER&(6) 1 CENTERED AT I I I I I FOR CANT. DETAIL @ INTERIOR BEARING SPLIT TO TIE 16d INTO HEADER & (6) 10d INTO BEAM - SEE 3 BEAMS TOGETHER I I I I I I I ROOF PLAN FOR MORE I I I I INFO SCALE: N.T.S. I I I I I I WOOD TRUSS I SEE FLOOR PLAN FOR I A PROVIDE BLOCKING AT ALL TRUSS BEARING I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SUPPORT WHERE TRUSS DEPTH EXCEEDS SEE FLOOR PLAN I I CONNECTION INFO I I I REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL FOR COLUMN SIZE L--- J INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. — — — L _ _ _ _ _ _ _ J L _ _ _ _ — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PL.ANM OPTION B CONNECTION INFO OPTION C. _ft/___EXTERIORSHEATHING COMMON BM. TO POST ATTACHMENT PORCH SLAB SEE FOUNDATION PLAN 1 '4e I EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE 04 l� PORCH SILL r15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED &POURED �� W! 2(1) #5 EACH STEP * 0- w 4" z C PORCH SLAB SEE 0- N FOUNDATION PLAN iw U) Z W/ #3 STIRRUPS AT �I z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 114„ SEE PLAN LARGE STEP DOWN rj7 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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. 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 F_� A SEE PLAN FOR WAM VV I I I I _J SEE PLAN FOR CANT. IF INDICATED CORNER- SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. 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. WALLr7 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 9 SCALE: 1/2" = 1'-0" Y2' CDX PLYWOOD OR Y/s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES . • . lip v a MIDDLE GARAGE OR LOWER SLAB SEE PLAN _d. d. T C� L COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. J MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS � 2x4 #2 SPF STUDS @ �y-1- 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR YZ TITEN HD 2, ANCHOR @ 24" O.C. W/ 4 MIN, 6 EMBEDMENT ° 4. . I . a d °. ° O . Q MAIN HOUSE ° ° SLAB d A ° (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT ; 4'-0" WHEN DEPTH e e . EXCEEDS 30" s ,' ° a. e A 8. 1'41 SECTION GARAGE MONO 21 SCALE: N.T.S. �s J > W t� cQ. N o C :,9 _mx H eo o Q •t N � °; w r c c aa�=a 3: cc 4 A m m .a o •— ca w = d to G a o O� OF FLdI 1/lltl)lilEti���, 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. EQ 50, v 4 6 "M O J LL lL W �N01 U. a a J Lo a u_ a Y rj 0 _= rAS R90 ca m j , M Z U a o ❑oo Z W U0 z ry o Q Ln - N zC1c� W W V � 0 11 w s �N � c '® LLu j c �0 Q Y coco S� ocl� Jz W M Q Q LL_NO c p o2 I— IVY QO Z E Ra°� d <o wZ L' L W co r_ p0 z M O< QW m J oi� Gw 5 a ° �z 8 os go W aLL az T y (! W rn y R.0 1, °LL Z3 J J= 0 o w� �_ v il�dTyT0 3 O > Ln O N O Co1'— �1 /T M T N °° = Ltd 75 � O 3: N M O Ln r QM T 6 2�1 M coo M 7 O N LO Z Z E T N c C o w a 0 a o JOB NO: 23-06104 SCALE: AS NOTED SHEET NO. D1 SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS FLOOR SYSTEM SEE PLAN ------------------------------------------- .. .•. °•r10 oo o G.C. VERIFY INTERIOR lo 11 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL '° '° VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS TYP. A 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. C 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER SEE PLAN G O 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 0 2 x 4 #2 SPF STUDS B @ 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 TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 2 x 4 P.T. '; OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" 1 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 HEADERS END OF SILL (MAX. OPENING 1XTERIOR () 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING z, 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' ' l� FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL 0 BELOW AND ALT. BLOCKING INFO 0 A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT �� SURFACE I U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O 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) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR �' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF ;. SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1 /4"x2 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. /i— SEE PLAN FOR CONN. GIRDER/COL. CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 ' STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE — SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 6 2 STORY COL. @ GIRDER SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 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 r FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/ Mrs! 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 --V PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. A, SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d xCLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. L,Co 402 IL LL (1) 0 .9 Fe ce 4 0 C:)Lo CID Cr Co TOP SPLICE 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" — \ O.C. TYP T & B (2) 2 x #2 / �I 1 SYP U.N.O. 2xCOKIT .T&B 2x CRIPPLES TO MATCH JACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 1Xl BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN —MIN (3) 2x #2 SPF STUDS @END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO — SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 M N 0 N r g Jp! W 1 � aae� o <o. c W I n m CIO N 0 io J 0 cc 0 M i O 7 0 Q N N v a 2 0 x v 19 L 0 U J LZ N N ZZ LO L 5i a 0 U UJ W G w v N 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 s 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 ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure r resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE 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 Pinstructions in each detail that corresponds to the numbered items in the list o below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST 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 JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING �o DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING Lf E SELF -ADHERED FLASHING 3" MIN-� SELF -ADHERED FLASHING OUTSIDE CORNER Z g a W d to W U W tz W 0 cn DOOR ROUGH OPENING 3/4"A" 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 RIM JOIST 8 2 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 SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 2 I4 5 1 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A I I I I I I I I 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 EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of 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 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade (DD paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERJim Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING --, LASHING 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 RELDEASE PAPER TO OSE HESVEASSHOM) 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. FOUNDATION WEEP SCREED II -STRIP OF SAF 4- DRAINAGE PLANE WRB BOND BREAK WRB Ir SF LATH I F- WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE i THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all � Note: ---------- ' The building paper and metal lath must be Cement installed over the top of the weep screed. - ______ Plaster ACKE___R RO_D �:J over block 1 st floor FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE N Ar J y W E a� o �ccmX M Q N d w y c t5 a cc a a �e o o L3 0 M O N M ash O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N N E 9 N o N 8 n N (� Loa 0 7 LL LL to rnNo " N 4 a w 6mvI w .a oLL� a z Z �' a_°' 0o Lt -1 o .@ C f m J Q W co 0 Z Z IL N fh Z U U z �� oo❑ W V R n � z o 00 Go z rZ �, LO N z (D o LL 4 rp w m 0 U m O w $ V) c w �ro v LU as � E 1 x� U = I N 0 Im s� o rMi 3 w Z J 0> o z ca.0 � U s wz oa H r6 xo 03 O o O¢ �, X< Z I- L 1= w o 1Z Wz co M ¢ o z ¢°z Y O m o Z m J m Q Q W gZ 8 o oLL 5° `8 aZ N W a m o 0 �LL � 2 � � - �3 � x 'R a 0 3 e� > Lo J 0 o 0 O co C.0 T � co Cc ') m -0 N (� > M O Ln r M CNI T_ ui .� T co CM o cc 7 O 6i LID Z Z E T E H ID ?3 m c a U Q p -�+ JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 GatiI +V2*x+112'x2-12' back Cross Support (May be cut to W1 See Anichor 50edule I I; Right BraCket (16Gauge) 112'Dia. A32S Gaiv I'll MOM # 14 Self-Dril ling A/C unit Bottom Edge Hurricane Strap washan (Typicat 3 in front) Front Cross Support Self-l.ocking Nuts Imay be cut to W) Left Bracket (16 Gauge) fill 14 Self-Driling Screws Thru Brackets & Back Cross Support Into AIC Unit Bottom Side (Typical- 3 each side for hurricane Use) *xtf� mivaLlathan trourutuvwna arc pam" mth r�-h Hiuuv� Am 11=v. Rialleed 5.9 Doming ams"lls, sports tselisseent fie, ora apply) Florida Department of BushrIess & Professional Regulation Page 1I art Building Codes and Standards I2MW=I Product Approval Application Dotafi rallit gnw or Wk. J2111 Do* Pmdm 2" 11M vieral solentifisidurvir tontVA InalreaK&I.Jeonar, Vddim by Validated bubbilded FIIIC Approval AD arms Afilmadinal 2020 Small Verd Pr-dals, 1. Michael Gishil. Harmsell' NerviroP.I! Lack. B-d- P.r. 12MAM20 i2/iSI2020 IWJIM20 App,-.d Caurgail Structural Components (877) 441-B366 PE-73770 (334) 300-1800 "Carrigorr. Products introduced as a Result at infoilismadventcom rim Tachrology Conniption- Method E-fuah- A ir- . =P"d Florida R.001brod Architect or a LI Florida tunamm Professional Engineer §ml =Odd NumbffW Nam Quality Assurance Product Doorknob Apprisiiodforlible 1. KVHZ AMILOVIll outside, for UM Hv4z larlboal Restaurant Damon Preent. I Mod&161540�510 DualFuncti Flood and VontilifflonVed 120 12M Y. Yes WA -10110�100 2 ambutVari Mod. #1540 511 Net r nct- Flood and V..11.11. Vent iV30025 Yea Yes MIA -100160 3 amenVord Nloda:#1540�W Inautatmoodiverd: 121311203 Yes Yea MIA 1, 1010 4 SrnartVant Model IM040-521 a1sustandnotavent 1213112023 y- Yea NA 000 A-. 5 SmrtVWt Wade 91540 V4 1684it; Going. Doer Fldd Vent 12t3l/2023 Y Yes MIA N/A 6 girs , Want Mode: 111`1540�570 Wood Wall Inalated Flood Vent 1 2J31112023 Yes Yea MIA -IODF 100 I SinnartvOrd Model AM540,S74 14LS"Wd: 0-9, Door Flood Vent 12MM03 Y. Y. MIA NIA Florida Department of Business & Professional Regulation Page I art Building Codes and Standards 1114rMl Product Approval Application Debit 990 agmt or Eke a" Date Panelist 211 11212 Vanifiven Manufacturer Carded Yndithibied EW Validated Slibrafthid FBC Ausibroins A,,,-d Mau, ReAsi. 2020 Drexel Marble. Inc. Jaborl Shumate Zadhary R. Pnial Lack. SoNdon P.E. 08MOM20 08'DW2020 Ost2wozo 10M312020 Apprawad category: Robing (502. 303-1511 PE-74021 (334) 305-1800 SuKabegorv. Metal Robbling Coniplarm Mathoul; e�adluatlon Reprat from a Florld. Registered Archiled or # 1-lbarised Flarld. FL*l7m4qaprnmds Proftesloral Snornaer AMA OLuftAsunme Product Dirseirlodon pirietwi Date Aporwecl In for HIVMIZ Use Approvedlor Out" Uft HYM knoact Resistant Doom prossurs, DMG 1WNS' DMIC 15M. DMC 1758� DMC. 200S. 12MI/2025 Yea No MIA �0�180 OMC 5V Florida Department of Business & Professlonal Regulation p.g.2.14 Building Codes and Standards 30= Product Approval Appilextion Detail Qh lrffitv or am 292 Date pendino Version Manauflaftmar Conrad UNARM Validated SubMd FBC Aocarannal A-,d R.A.I.n, 2020 Therrel Corponsfial stm Jeanarsor, Lyndon F. WWI. RE Ryan J. Mine, REL ovi 11=1 12niM20 04r2n021 08,0&=21 APK-d Casigial. fti.r Door. ClIob,1543-7112a PE-43409 1813) IST-055 SubCatestory-, SwInging -a Door Assemblies slaspereanrithermil Cornsillorl Method: EValuation Report irom a On' Forlde RagaidersdArchged or a Licensed Florlin Professional Eignm trunsumers PrOduess Quedhi A, A,,,M fei, Use A-r-d for Use lailead 2HIM Product MdL 11-her Or N- littelluiall Dres'lisda. � kationn Do, 1, HVHZ Outside HVRZ Resistant P,,- Thiuma--ft Filb-Chamic and SmOOVISt., Harrill ftil Souct ImpactiquOl; Opaque 1 112028 NO Y- Y" WA Composts 5doe riterallas sirgial Dw (InsvrengiOutswing: X conflaurebort) 2 b. Thiumal-Tru FIber-Clessictind SMon"inir N-in.1 6U39:8 Opaque 1213IM026 No Yea Y. WA C-P-11 Edge Fib"... Sinsia Door �iffh siderne(s] Vnevergittutswfitil: XO. OX or 0XO -rigurit'll. ) 3 C. Thermal Fiber -Classic and Smooth-Slar Norninal 0039:6 4quot Impact9iluot: Opaque IVW2026 No Yes Yes WA Composite Edge Fiberglass Doubts Door Wall a 1�ftrout Sidelines (rianlrinigAOUtWing XKor OXXO oonflaurstlens) 4 d. Therr-Tru Rbef-Claosic and Smooth -Star Nominal a&032:0 squd;Ir-lardliq�c� Opaque 1=112M H. Y. Yea WA tat Composes Edge R eral Single Door in 5 Th-7. FJW-Clalie. ..d S-oth-Rlir Norrinod 98#39;o &qad;1rrPact&qu.1: Opqu. 12F31J202S M. Y. Y. WA Coviposh, Edge Ffba,91- Single Dw with SiMl.fa) (InnAnsilOut..ing: XO, OX ar OXO -figurnion.) 6 f, Thermea-Trill Fiber,0wic and Sernooth-Shir Norrinal Opaque IMIOD26 NO Yea Y" WA C-p.M. Edge Rblinglass Double D- with or .b Our sideoit. 41-AnWOunuilre: XX Or OXXD canfigur.tiare) I g Th.-T. nbar-Cf-l-ind S.-th-Ster Nanlrad 98JIMA &qut;k1Wd&QUot. OW-d 1WI1=26 No Yea Y. WA Composite, Edge Fiberple. Single Door X emicumim) a h- Them-Tra Fithar-ClassJc and Smooth -Star Nominal 6&*W:a &quok;1mpact&OuoI Glazed 1213112028 No Yea Y. WA Ownpoeft. Edge Rbs"9111" single 0--th Sidelft(s) insinguOuts.1no: XO. OX*r OXO -figurall".) a L Therrina-Tru Fibler-Classic and Smoah-Sar Nominal 6&#3Q*,8 kluriclimpactilquot Glazed 1MI12M No Yea Yea WA C-P.00a Edge Flbugb% Double Door rAth or with Out stools XX - CXXO ,mligur"I'll 10 1 Therma-T. Fiber-C! ... 1. and Smodin-Stin, M-linill llwsp aciunt;ImpoetWol; Glund lV31i2G25 No Y- Y. WA Composite Edge FIberglaoShwa Door (insainwounswing; X conligarallon) 11 k Therinia-Trij Abor-Clerabi and Brilooth-Star Ntminsi a&#39.,D&cIuot.knpbc&WoI; Glazed 1Z'31/2TA No Yes Y" WA Cornpotille Edge Fiberglass Singe D=Vkh Sideftem tlnz�ng/Outftilv, XD. OX or OXO canig-dionsi 12 1 Themea-rru FrIber-Ca.lisw and Smactri-St., Nominal 880391,0 iNcluot;Irriberattinluot Glued 12131f2026 NO Yea Yes WA Compoilte Edge Fiberglass Doubts Dow with ot, wbout SideRes QnseIingfOutsoung: )OW OXXO is m. Therme-Tru Flbw-0a�c and alnooth-Slar Nominal 0&*39,a &QuotiminctliquOt Glued 12MI12D26 M. Yes Yes WA Molded Open Composite Edge Filborghras Shak D- 111""910ut"'Ing: X onaliguretJor) 14 r� Th-Tra Rber-la.,k and IlIrrooth-Shir N."Inal 684thl.,8 Glued 1M112026 No Yea Y. WA Molded Open Composite "a Rbwg%w Singlal D- qvith Qued M.1dd OP- Sdellbini� linvMnlyouterwirel; X0, Ox Or DXO conall-II-) 15 o. Thenre-Ttu Fber-Classle and Smoolh-Slar N-iftel 6&*39A &Wbt;1mpad&qI Glued MV2026 No yes Y" WA Makled Open Composite Edge Fibrripless Double Dox Ydh orwithoult Glued Molded OW Sidelfies (InsavinglOutswing; XX Or QXXO Claillgiuratunti) Is p. Th-Tru Fibm-Classic and Smocith-Star NOIN1191 69#U.8 &qU&*Wdft-t OP&4u* 12GI/2M6 No Y. Yes WA C-Pout. Edge Fib.&.- sd- Door In 101olded Open Bid 1#161 XO� OX or OX0 -flgu.=l 17 q. Themnes-Tru Firer -Classic and Smooth-Ster N-Ind 6&#39.8 Oralo- 1201121126 No Yes Yea WA Composite Edge Fiberglass Double Door Wth 0 without Glazed Md"ad Open Sleidtas (I-AnWOut-19g: XX " =0 Mirglursda,S) Florkla Department of Business & Professional Regulation Few I I Building Codas and Standards 1WO21 Product Approval Application Detall .Qk Indry or W 2" me pentim 20 LUIS Vanua, fillumbfillaa rffln" End- L Lkbsnas Validated BV Validated subtrahend FBC A-KIM AgesUad alabs R.M.Ion 2020 POT Industries Jens Rosawsed 14ami-Dade IICCO - CER Miarril-Dain, RCCO - VAL 11MOV2020 10/25=D W24=20 APP-acl Car.gair Exterior Doors, (041) 4WO100 (7$0) 315-2520 Subcategory: 811dingEwterlar Door A -roles Ce"Iftence Illethad! Cortilicstion Me it, a I -Mrs Fultirsi4t1l, Prodigal Quailit, Assur- A, orannind for Us * Astainana;I ftr Use tessid DW- !:M* Produtt Model . bir Product Devalpill- Canal 04"Inan, Data 0, KVHZ Wallis lets"fluord prineausee SCID-5570 (Large Massa "pa4 VInyI Siding Glass a- 04FIV2021 Y. Yea Y. MIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET (2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below If they vAll be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer P rodu ct De scri pt! on Approval Number(s) Test Pressures Expire Date 1. EXTERIOR DOORS IThermaTru iFiber-Classic IFL20461.1 A. SWINGING and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12131/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FI-15332.5 +40.0/-40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FI-8248�3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FI-8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FI-8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FI-17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FI-239.2 NIA 7/3012025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FI-15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FI-243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FI-261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FI-13192.1 - FI-13192.2 Nili 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FI-15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FI-16544R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FI-10124.1 NIA 12/1612025 B . UNDERLAYMENTS Tamko (ibr Shingle Roof)i 151b Felt Underlayment FL12328 NIA 6/29(2023 Plyglass USA, Inc. (for Tile Roop POLYSTCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FI-16918.1 - FI-16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FI-21580.3 NYA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FI-17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FI-7849.27 - FI-7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FI-7849.16 - FI-7849.20 NtA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FI-17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FI-15076.1 - FI-15076.2 Ni 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels 04 FI-17863.11 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 - FI-1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FI-2197.1 - FI-2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FI-6527.5 NIA 10131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-MO. 15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels, FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the follovA ng information must be available to the inspector on the jobsite; 1) copy of the product approllwal, 2) APPLICANT SIGNATURE DATE FlDrida Department of Business is Professions I Regulation Page I of 3 Building Codes and Standards W50022 Product Approval Application Detail Q= Entftyor 21111 21111A DOD Pend] no EM Im virislon ilanufactureir Contact Enalardir & Ucense Validated By Validated SUb]nMed FSC Approved Aparoved statu Rwislon 2020 Thernat-Tru Corporation awe iliapenticull Lyndon F. Sthrnidt P. F- Ryan J. King PK. 07123t= 07MZ= =29=0 101130020 Approved Category Gtherior Door (800) 843"78M PE-43409 (813) 767-6656 SU ory. SWinging Exterlor Door Asserriblift sJospe'sonillitherrinatru- Cotrk"nots Method: Esnalustan Report from a m FWlda Registered Anthibect Or a Licensed Florida 116111101111M Professional Englineer a-# NUMber or Nahre Proci DescriPtion QualfivAinturance CantractlExpiratcat Date Amprowd for Um A in Hly 1§tl, H�VHZ j�� ne 1 !=Mo-".1'bw-CIlul and Smocth�Stlur Nominal 6&#*.B fliquotImplactilquat OpeqLba imlr= Ym Yes, as Composite Edge Fiberglaw Single Door (I..WnWOud.Mng; X configuration) 2 b. Themna-Tru R lear-Classio and Strinclath-Star Nominal 6"39.8 liquCtrimpactliqual; Opaque 12/31=22 yes yes Yet; Composite Edge Fiberglass Single Door Wth Sidefine(s) grian%4rigiOubsoring: XO, OX or OXO 4" 3 o Therme-Tru Flaar-Clawast, and Smooth -Star conflgurworut�) Nominal fi&il &:lwotimpactliquot opliquit, 12t3lrA22 Yes Yea Yea be Composite Edge Fiberglass Dou hie Door Wth or �ftoult adellifies (IrmMingtOutialing; XX or OXXO 4 d. Thearms-Tru Rber-Classic and anvoth-Star conflilurations) Nominal a&1M.D &cluctimpactliqual: Opaque 12r3laM Yes yes Yea A I6&J C, "Poshe Edge I'llberglaras angle- Door all- ca ansWinal'Ousswing; X configuration) 3- 5 e. Thaarr-�Tru Fibear-Cl .. I. and Smooth-sbur Nominal Bamo liquotImpaudilquat, Opaque I 7n I r2m Yea Y- Y N/A CL. Composite Edge I"barg'an 3t.DoorvAth C16. C-) Sidelite(s) ansvAnglouninmn. OX0 cc "W co 6 f Therrina-TrU FibeF-02981C and S11100th,911ir lounfiguratione) Nominal B&MO 8quotimpacaqual; Opaques, I VW2022 Yea Yes WA WA LA- Fiberglass Double DucirvAllin or (Irlisming/Outall )0( COCK0 C14 ,=E,Ctt8 or config.rab ... ) go C= 7 g. Thatiml Rtim-Clail and Smo.11I Nominal 6&93Rg 8quoOmpactIl,quot; Glued 12)31Q= Yen Yea -rc C, Composite Edge Fiberglass Single Door CL OnswinatOutsaining; X configuration) CL JZ 8 h. Theirmat-Tru l'itior-Chassic and Smooth -star Nominal 6&#3g8 &quotImpsV&quM Glazed IM1=22 Yea Y" Yea NrA Z. E C Composite Edge Finnglan Single Door with W C, :t Sidelits(s) OnsivAnglOublaWng; XO, OX or OXO Ili 3 configurations) 3: 9 1 Therma-Tru Fiber-Closiso and Smooth -Star Nominal 6"*.B IliQuotimPactilquirk Glued 1=11=22 Yea Ym Yes Yes Composite Edge Fiberglass DIM hie Door V" or Wthn.t S.Wffm (lineseling/OutilMrg. XX or OXXO :a- carrNgurridlons) 10 1 Themnal-Tru Flber-Claado and Smooth -Star Nominal 8&MO lilquorImpactilquot; Glazed Y" yes NIA us Composite Edge Fiberglass angle Door Orrawil,IgVurfiennnng; X confgurfffion� 11 k T'hormi Fliter-Clanic and Smoolh-Star Nominal 8&M..O a6quot;Impactlikiluot Glazed l2t3lf= Ym Yes yous NIA Composite Edge Fiberglass, Single Door vAth sidellot(s) OnelVA"giOuttaming: XO, 0)(or OXO configurations) 12 1. Thentro-Tru Fiber -Classic arA Smocrth-Sbur Nominal[ 89,MO AquotImpacAlluot; Glazed 12tslt= Yes; Y- y" WA Composite Edge Fibseglass Double Door %vith or Without Sidialites (Iresumo;iOutemn M or =0 confill urations) 13 m Thermal and Smunflicitar Nominal 61,41139:8 &qlaPtIMpQCt&qluoI; Opaque I V31=22 Yes, Yea Yang WA Composite Edge Flb$rgl as Strigis Door �ft 8,quot,Nort-Impactiquot, sclailler(s) (Ininning/OudWrig; XQ, OX orOX0 cordillurations) 14 Tharnrul�Tru Fitiff-Cleall and arnoth�Sftl Nominal 6&031),-8 squot'Impscutquot Opaque, 12P31=2 Yes Yes yed NIA Composite Edge Fiberglass Double Door i4tin ll6quotNort-Impeactliquot. Mlihes (InswringlOutsw rig; O)V configuration) 9 15 0. Thermal-Trii Fiber-Classio and Smoo"our Nom mlid ot; Opoquo a LIW Patqu I 2J3112022 Yea, Yes YM NIA ComPOld =FIqbarg1'0M9fiS1 leDoor%fth &quotNon-Irnpad&quoI ; adialital (InewrigifOutswrii;X0, Oxorcogeoniguraborts) 16 p. Thermal R therZiassic and Samoc#�star Nominal 8&939.0 dquCKImpactli,qual; Opaque 12niam Ym yea yeas WA C,Mposft Edge Fiberglass OW hie D" �Affn gquol;Nor�irr4mct&quot;Sidelrms(IneWrg/Outswng., OXXO ocnfigurnatiDn) 17 q. Theirma-T. Fibar-Cl .. I. and Smooth -St., Nominal 6116#3log &qucd;Non4mpw*&qu* Opaque l2r3l=22 yes, yan No WA Composift Edge Fbarglass, Single Door OnsaniirulOuts,Mna; Xconfiguration) 18 r, Thermea-Tru Fibler-ClassiD and Smooth -Star Nominal 811,03R.8 ftLicirNon-Impasaiiiliquot; Opaque Imirw Yes, Yes No N/A Composite Edge Fiberglass Single Door �mith acolts(s) InevvingrOubmirg; XO, OX or OXO configurations) 10 s� Tlhiarmna-Tru Fiblar-Cl.ibeic and S-th-arir Nominal 6&03D;8 &quot;Non4mpaoti Opaque 12M= Yea Yea No NIA Composite Edge Fiberglass Double Door Win or Wthout Sklelftess (InsolingfOubamrigi; XX or OXXO configurations) 21) L Therrma-Tnu Fiber -Cull and Smooth�Star Nominal 8&#*,D &qwot;Non-ImpWn&quot Opaque 1 7J31= Yea yft No WA Composite Edge Fiberglass Single Door (IneWrignOuterning; X config-fic.) 21 u. Thtarmit-Tru Fiber-Ciassio and Smhoth�Star Nominal 8&#39,0 IlIquotlion-Impacb1quo� Opaque 12131r= Yea Yes No NIA Composite Edge Fiberglaw $,Zia Door Will adolithe(s) gravAngtOubown. . OX or OX0 conflourationsair 22 Ther-Tru Fbw4;Iss%ic and Smooffn-Enr Nominal B&JM;D &quotNor, .pd&q.ot; Opaque 12t3ll= Yes Y- No NIA Composite Edge Fiberglass Double Door Win or Yothout adelibas (Inlaving/Oussarrig: )% or OXXO configural 23 W. Themno-Tru Fiblar-Classic and Smooth -star Nom 1; Qlasted 112i'31= Ym Yea No WA 1:ZImpladiliqu. cc Ing)e Door hn=�4q (InsWrigfOutawriti; X -gurni 24 Therma-Tru Fiber-Classlic and Smocaln-aar Nominal 011,0*8 kluotNon- Impecifiquot; Glazed 1213112MQ Yes. Yea No NA C:,W.110E IrVIe Dow with El W ) rl: XO' OX a OXO Configurations) 26 Thermal .7ru F ber-Cial and Smoolli-Star Nominal S&#M;8 &qUMNon. Imp2cMqual; Glued 1231aM Yea yeas No NIA Composite Edge FI thargilm Double Door Win or VAthout Sidefitera (InsaMinglOutiaMig; XX or OXXO configuratione) 26 Tharinal-TrU Flbar�Cliiazslc and Smodltaal Nominal 8&039;0 &quot;Norn. InnipactILquot; Glazed 12`31= yes Yes NO WA Compolalbb Edge FI balW" Single Door 0 nswing/Cluftneift; X conliguration) 27 za. Thormal-Tru Fbar-Clessic and Smooth-Stner Nominal B&O219:0 Aquothlon-implact8quot; Glazed 12131= Yes yal's No WA Composite Edge Fiberglass Single Door with Sidailba(s) qnsW nirlOuhaWng; XO, OX a OKO confillUnations) 26 zb. Thermes-Ttil Fiben-Classic arid $I, dolt -Star Nominal 8&039,.0 11quothion, IrWAquat; Glued 12131= yes yes No NIA Composite Edge "I "or"a" Door Win or v*hout adelion 1-nw-=11, )(Xa OX(O confit;urations) Flarkle Dope irtment of Business & Professional Regulation Pedal .1`2 Building Codes and Standards 1055=1 Product Approval Application Detail ssuft Emily a 20 jka Due lassidirst 20 mm version lonarnacturtar Conrad EnoinsearA Uca- Xidillaii Validated Sauterlithad FBC Ano-I Agoronead MIA& Re'Arm. 2020 MI Wildokes and Dairs Brent aN,w Luis Roberto Lomas Shnnen M. Urdn, PE 10MOM20 100)(14202JI 101191200 12M5M20 Appr-iad Calaigaterin Exterlor Doors (117) 355-3300 PE-6251 4 i7l T) 317-6404 SL$bCaIQWW. Siding EXbVW DOW AW-6 b1filholurg.hrd.cOrd Complia"Ca ROMOck Enluation Report to" a Fl.akft Registered ArOhibect has Uorinved Fqo�lda 1.1olons! Isel- 11111110 1* V name QUIEIYAMrartA Data Aceaneitiallibi-III Anbrovial In HvHZ oull"Ift fat Use, woo bmwA Rod$Ugt podw P(43nn* I SER ES 420 ALUM SERIES 420 ALUMINUM SOD OXO 12131)2024 NO Yea NO WA 145-31"quotX408qual: NON -REINFORCED 2 M�NUMSGD SER:ES42DALU 14UMSM SERIES 420 ALUMINUM SOD OX XO.)D( I MV2624 NO Yes No NVA 96&qud;xa0&quc*, MON-REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12131)2aZ4 No Y. No VA 14&3144AUCtXgMqUd: 4 43ERIES 420 ALUMINUM ISM RENFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 11201112024 No Yes No WA XO. XX96liquotxMquot: 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALU MINU M SOD REINFORCED XXK 12031112024 No Yea NO N/A 14311up..L.963quit; QU ma Version ftntdbmror R"sidn 2D20 We" �Dlallor, a dithilm I Ovd,. ad Door Corporation Category, EXteror Doors SubOthigarr. stational gaterlor Door Asseemblift CoPenfistrasi Ndho&� ENaluatori Report from a Florida petitioned Aroht*t or a LICensed Florida Professional Engineer NO it" 3 80DOMIDOM200 61105 10 6000,51WRIMC-123 11 8000410018201) *1124 Florida Department ofBuslness & Professional Regulation BuildingCodes and Standards Product Approval Application Detail 01910WROMMI&M-cm, 100ow- P.O. I f 2 1102021 Steel w ail 21111A Data Pella- 20 License SLlbmftd FBC Antrernal AD 91111M []war. Karrish John r. scates Jersey P. Arr-, RE 10JI2=20 (19122020 10=020 12MWM20 Appromd (33(r,76M12i PC-51737 (904) 821-5200 Guillity 0unariiaca 00W Nhat kith. I 4LIM; M. Want. Glul.9 I 2J310023 A -OM 1, U, AggEmmuzm Impact Diselon Kindstant No Yes Y" �31.0005.00 innaiiiable, in too . Wattmeter, section. iS&M; Max width. 146�W. Mm heigiffl, glazing 12MI12023 No Yes Y" .30.0003.50 awribblia In top or Inlarmoullt. s.dlon, 1691104 M.%Mdrh 14WS: Maith.lord. Glisfing 12,i3l�21)23 NO Yea Y. 34,40,L35.30 available in V Or intlaintriadlill sliatl0h, Florida Department of Business & Professional Regulation Papal arl Building Codes and Standards 1154=1 Product Approval Application Detail _qQ& Emery Or M 21111. Data Putdhw Do mm versiont nwmfaciuw Clandaut VEddd EW Validated Submitted FaCA-r-al Aboriginal am, Fbaldslo, 2D20 Cufflai;D�Idldn ofAADG. I.. Tom Relay UL LLC Trary Bishop. P-E. 12M Or= 17AW020 1221=20 PW--d Categorr. Exterlor Doors :641,1494-2813 i254) 947-OadU $UbCaurgsirr. IRUnflor Door Carripcnarls om. Coulpilarts slethoct Certification What a Listing m Quality Assurance Aciervind for Use Auscrovid for Un throw Desion failigher or name Pinceeart Dasorkdon - I, WvWJE outside HvHz assistant P.- 1 8.0 707 ' ?27, T47.757.777, and 547 Single arid Pairs Or Flu sh, Gliftled. end Louvered singer and pairs or 12131 Q 025 yes Y. Yea WA DIM hallow "tat doore. Florida Department of Business & Professional Regulation Pilliel Or2 Building Codes and Standards Product Approval Application Detail C.da ffldW 09. Did- Oak. P-d- Dal", mm V-1- Monfd,- Contain MEIMOLALMM Validated Bil xdwm magwm FBC Amineval A .. Ined §Lt" Re'Asion ZD20 MI Widows and Doors grant Sfillnegrair Amarlmn Aindhitedural Seven M. Urldh PE IIA7020 il/17=23 I V7r2020 AbI Cralatiol Wndalas MT) 3300 Manufladixersnasodealon "17) 311-0454 8LIbC214gOFr. Single Hung b.1dingearlin-diedcom Corwi�nithod: coffloallon Itift or usting QLWNX As- A=UOAIWUW Ationavial for Use kill,& 219M Product Desorption In HYHZ otesith H" R� Pnmr* 2 485 SH 52X?2 Fe)FItarge Frame IGISG 8ingla Hung I 01D&12023 No yes Ns 601-so Laminated GI.. C- -CD > 2 co 0 Cn 'Fn- 0-0 = C5 -cu = 0 C- 2 ca. a 0 CU =- 0 0 U- %4- 0 CU > Cn in E cu 2 0- CU -0 io . = -6-0 U) or E-all-e-all =3 W CIO > 0 > 11.- 0- 0 no 0 L- anin Cl) CIO rn < CIO W Z Z SHEET NO. PA 1.0� Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 22A Entity or Z'm6 VersionManurfaurgurer C. _.- En ALlcense Validated By Revision 2020 Therrro-Tru Corp eaten Steve Jasperson Lyndon F. Schmidt PIE Ryan J. King; PE, Category. Exterior Doors (800) 643.7628 PE-43" (813) 7874585 Subcategory: 6WnginD Exterior Door Assemblies ejaepersonCthermairaw compliance Mathod: Evaluation Report from a In Florida Registered Arghaect or a Licensed Florida Professional Enginear Page6 or Florida Department ofBusiness & Professional Regulation Pagel 01 1OMD22 Building Codes and Standards Product Approval Application Detail gib, Wit Den Pending 292 Validated Submitted FBC Approval liARuroved. Sam 10)072021 09J1ar2(721 10f1312D21 12M512021 Approved FLM&461417 leraducts - Quality Assurance Aporovdfw Use AoptDVsdfar Utse "'I'll Product MonsiI.Numberor Name Product ucDesOnGtlon Contract F_Xofratkin Date In HVHZ Outside HVMZ R� Pressure 1 a Themm-Tru Fiber-Classio and Smooth -flier Nominal 68irl &qucKNon-I mead&quot Opaque I PJ31/2022 No Yes No WA Composite Edge Fiberglass Single Door (InswirylOutsw it X omfiguratioh) 2 b Themes -Ton Flber-Claseb and Smooth -Star Nominal SLil 8 &quct;Non-Inpsd&quot Opaque 12MI12022 No Yea No WA Composite Edge Fiberglass Single Dow with Sidelae(s} ghwdnglOutavag; XO, OX or OXO configuration.) 3 aTherms-Tm FlosyZessie and Smooth -Star Nominal SM1139;8&quat Non-In1.aw&quet Opaque 12f3112022 No Ym No WA Fiberglass. Composite Edge Double Door with or without Seethes (InevlrWOutaaing: XX w OXXO configurations) 4 d. Therma-Tru FtienClassic and Smooth -Mar Nominal 73s ;0 &gook Non-lmpaal&quot: Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door (Inawing/0utavAng; X conngurstion) 5 a Therrra-Tm Flaer-Chats and Smooth -Star Nominal 741 Osqu Y4Non-Impod&quat Opaque 1213112022 No Yea No WA Composite Edge Fiberglass Single par with sicial (a) (Inawintroutsning; XO: OX a OXO otfguratons) 0 f, Thema-Tru FIIser-Classic and Smooth -Star Nominal B&D3s;0&quotNon4mpa&Aquet.Opaque 123112M No Yes No NIA Composia Edge Fiberglass Single Door gnsWurg/Outawig XmNigulation) 7 g, Thamil Fiber -Caul and Smwth-Star Nominal 8&iy38,0 &quokNprFlmpact8duok Opaque 12/31/207,2 No Yes No NIA Composite Edge Fiberglass Single Door with Sdelfte(s) (Inawing/Outri XO: OX or OXO configurations) 8 h. Thenras-Ton Fiber-Claeafc and ^Sma<rth-Star Nwnial 8&#39;0 aquot;Non-ImpaaBquot Opaque 12131/2022 No Yes No NIA Composite Edge R rges; Double Door With or Without SideHEas (IM10M 011til ing; XX or OXXO configurations) 9 L Therma-Tru FiberCIassic and Smooth -Star Nomsal 6911 aquotNon-I mpact&gLrot Glazed 12/31f1072 No Yes No WA Composite Edge Fiberglass Single. Door grawinlgfOuhuwfng; X DonfiquRtion) 10 j. Tharmu-Tru Fiber-Cessic and Smooth -Mar Nonkal l3&a38;88quotNon-Impact&glnt.Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door aim Sidelhe(s) (Inswig/0uteMng; XO, OXor OXO configurations) 11 k Therma-Tru Fiber -Classic and Smooth -Stu Nwniral 8&A38;8&quotNon-Impact&quot Gazed 1213112022 No Yes No NIA Composite Edge Fiberglass Doubt* Door With or Wthout Mdelfes (IriavJhg/Outswing; XX or OXXO configurations) 12 LTherma-Tru Fiber -Classic and Smooth -Mar Nominal 70308quottion•Impagt&quOC, Glazed 1213112022 NO Yes No N/A Composite Edge Fiberglass Single Door grlemn tOuta vingi Xceniigunrtion) 73 M. Thames -Ton Fiber-Classicand Smooth -Star Nominal 78a39;0&quokNdn-Impoct9quot Glazed 12/31/2022 No Yes Nb NIA Composite Edge Fiberglass Single Door yvith Sidelits(s) gnsWrOtIOutswing; XO, OX or OXO wnfigurattions) 14 n. Thermal Fiber.Ckmic and Smooth -Star Nominal 811e11039:0 &quctNon-1 mpspt&quek Glazed 12/3112022 No Yes Nb NIA Composite Edge. Fiberglass Single Door grrsliAnglOutswttp; X configuration) 15 o. Thermal Fiber-CFdssx; and Sin oath -Shur Nomial 8&k39:0&quutNon-Impatxagl Glazed 1213112022 No Yea No NIA Composite Edge Fiberglass Single Door with Siiielife(s) (InsWnglOuteming; XO, OX a OXO conAgurstiona) 18 P. Thermal Fiber-Cleask and Smooth -Star Nominal 8&*W;0&qua1;Norv4mpsdaqua; Glazed 12/3112022 No Yes No NIA Comps Edge Fiberglass Double Dow With or without Sfdelites gnswinwoutseving: XX or O)MO configurations). 17 q. Thermal Fiber -Classic and Smooth -Shur Nom col 88#39:88rquotNon-Impactfiqu ik Opaque 121311d022 No Yes No NIA Composite Edge Fibrglaea.Singler Door with Transom (IneWrSlOutswing DIX configuration) 18 r. Therma-Tru Fiber -Cheek; and Smooth -Star Normal 89#39,8 &quotNon-Impauffiquot Opaque 1213112072 No Yes No NIA C-podia Edge Fiberglass Single Door with Scl.lde(a) and Transom (Idavrg/Ourti i OIXO, OrOX or OIOXO comigursdorr) 10 a. Therma-Tru Fiber -Classic and Smocthl Nominal SUM; 0 gsot ofh I mpact8quot, Opaque 12/3112022 No Yes Nb N/A Composite Edgeibergaso Single Door with � tie( gfO.ubrW rgl X0, OX or OXO Col ous Mead and Sit mMlgunatlons) 20 t. Thernh: u Fber-Chas and Srrootn-Saar Nominal 8&M0 &{t1M;Non-Irtpsd&quot Opaque 1213112022 No Yes No WA Composite Edge Rberg lean Single :Dow with Sidelitel gnswing+Outookig; XO. OX or OXO Continuous Head and $ill configurations) 21 u. Thema-Tru Fltler-Casale and Smooth -Stet Nominal 68J/99;8 &quoYNon ImptsoMquck Glazed 12t31/2022 No Yea No WA Composite Edge. Fiberglass SM918 Door %vnh Mdelte(s) gnsyAng*ubsl XO, OX or OXO Continuous Head and Sill ootifiguraticns) 22 v, Thera-Tru Fiber -Classic and Smooh-Star Nominal 88141139:0 &q mt;Nan4mpagt&l Glazed 1213112M No Yes No WA - - Composite Edge Fiberglass Single Door with Sddae(s) (InswingfOuteaing; XO OX or DAD Continuous Head and Sill configurations) 23 w. Thermal Fiber -Classic and SrroWh-Star Nominal 8&#39;&.8quotNon4mipactliquot Opaque 1213112022 No Yes No N/A Composite Edge Fibergaes Door Pawls with Vented Stdoliial (inawingrOutervi i Xv. XXXor X()Q( configurations) 24 K: Thermal Fiber -Classic and Smoodi-Star Nominal Sill 8quotNon-Ir paw&quot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (I nsW nglOutswil XX )XX or XXX( configurations) 25 y. Themna-Tru Fiber-Closal end Smooth -Star Nominal 68030;8&quakNon-irtpect8quol; Glazed 12(31/202i No Yes No NIA Composite Edge Fiberglass Color Panels amh Varied Smdalilial gnawingloutswing XX XXXa)om o,omm talons) 20 zThemla-Tru Fi)er-Clsssicand Smooth -Star Nomrra188rifi;0;08quotNon-Inµtadt&quot Glazed 12131/2072 No Yes No NIA Composite Edge Fiberglass Door Panels wont Vented Sidel&l gnsOnglOubrall XX XXX or XXXX configurations) 27 za.Thermo-Tru Fiber-Gasaic and Smooth -Star Nominal 08dig9:88quok Non-Irnpad&qupt Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Single Door with 3&p39;0 Sidelie(s} gnssangitOutol XO, OX a OXO conngurauons), 25 zb. Therma-TN Fiber-CJasaic and Smooth -Star Nominal 0&Vl&quotNon-Impad&quot Glazed IM112022 No Yes No WA Composite Edga Fiberglass Double Door with 3adf39A Sidelites 0 momnglOutsv ing; OXXO coriigundion) 29 zo. ThermaTru Fiber-Closol and Smooth -Star Nominal &&k38;0 &quokNon-lnopatot quok Glazed 1213112022 No Yes No WA Composite Edge Fiberglass Singgl!e Door win 3&AWD Smdelibill gnawing!OuhuyMng; XO, OX a OXO configuration 30 zd, Therms-Tru Fiber-Ch ssfq and Smooth -Sher Normal 89;0&quot,Non-Impact&quot Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglas, Double Door wth 3&a39;0 Sidelnes (InstNng/Outswing; OXXO conlgurobon) 31 ze. Thrrril Fiber-Clasole and Smooth -Mar Nominal 7aa99;0&quotNon-Impacl. shaker 1X3112022 Nb Yes No NIA Series Conpoofte Edge Glazed Fiberglass Single Door math at Wihout 1d4f39;2 Sdelie(s) (Irawingrouterrrg X OX XO crOXO wMiguratons) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FIL05259-R31 COde EBf -M DIX 292 12WA 20 Status .UK Version Manufacturer Contact Enalneer & Wiidated By( Validated Submitted Pending 8Rproved Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W 1=60020 101'2212020 FBQ�^^M.�1 121152020 Category: Roofing S954233133OSmalpert§polyglass.Com Robert Niehninsn Kne2evich, PE ARR=21 Subcategory: PE-59168 (954) 772-6224 11/01/2020 Underlayments Compliance Method: Evaluation Raportfrom a Florida Registered Architect or a Licensed Florida Professional FL#6269-R31 Engineer Products gua1 Allaw3mas contract EXolradan �� ®RprQyad for Use daside NVHZ � Resistant potion Pressure S*q Is Product Model, Number or Noma Pn dL&s 0-d i n Data 1 Polyglass Roof Underiayments Rooting underiayments 1812113022 No Yes WA +WA/-822b 1 Polyglass RoofUnderraymrents (HVHZ) Potalass roof underiaymerds for use in FBC12/2312023 Yes NO N/A NIA Hill juriadbtara. 2 Polygfass Roof Underaymerits (non-HVHZ) Poyglass root underlayments, for use In t?/2M= No Yes NIA +WA!-e22.5 FSC non-HVHZjudedkilorle. 1 Polyglass Roof Unpedayments (HVHZ) roar undenriymeras for use In FBC1212312023 Yes No WA WA Mudadidu a. 2 Polyglass Roof Unclertayments (non-HVHZ) Polyglass roof undenaymants, for use In 171Z32023 No Yes WA +WA1mil FBO noMiVHZjurlsdtcdow. 1 Polyglass Roof Underlaymerns (HVHZ) P*jilass rod undedaymerta for use In FEC12/2312p29 Yes No WA WA HVHZjurisdictas. 2 Polyglass Roof Undelaynents(non-HVHZI Polyglassroof underlaymerks,for use In 12123il No Yes WA +Nl l-822.5 FSC non-HVHZ jurisdictions. 1 Polyglass, Roof Undedayments (HVHZ) Polyalassl»Of underloymertsfor use In F30121`23/2o23 Yes No WA WA HVHZ jurididons.. 2 Polyglass Roof Undelayments (non-HVHZ) Poly9lan roofunderlayments, for use 1n 12123=1 No Yet WA +WA/-822Z FBC non-HVHZjurisdidions. Florida Department of Business & Professional Regulation teas I on Building Codes and Standards IN= Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail p e.1 tit IrJ2m1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Par I al 1/7=1 Saab E"or Atha Atha DabPaadto Entity, - 2" _ 211111A _. 2ALBaa61m .. . „ Atha Sine Yenur turn Contact yyidatedg Validated Submized FHgd®mydl a+J¢ri -d t Must Ytulm few !rawer&License Validated By y2gyME{ Submitted FSCAAremr A. ARernoea 2020 PGTInduoies Jams Roll .Mimi-Oatle BCCO -CER Miard-Dode 13CCO-VAL 11N5ril 11Kt5(1020 iitl1il 0 Apdrel Reriaion 2020 hill Wlndo-and Does sematinor Luis RLams. PE eleven M. Unison, PE 1=812020 imoi2020 1H/1 D2020 12MSM20 Approved Category: twndevs (941)48&0100 (786)315-259a Cdegal Will (717)365-3300 PE-6014 (717)317-8454 111hCshigory: Fred Noemvaklmpgirdllssles.e aubeetagenirM o.. tatlingerQmiwd.pan compliances Maned: Cortmealon Mark or Lieing cm Compulsive Mldrod Evaluation Repot tom _ Fledde Regisered Archked dr. Used Florida fiI24E.R14Pfo0tiets' - - Profeseknd Engineer Proust Mode. Munn, or Name Iamll{"Usu aBrd Accessed 1,ta Amravadfor Uss Cont ..t Eatrakion Gate it HVHZ outside HVHZ broads I P-ne 11E e,�1ma WFd rap 5 Ryy-6520 (Largo Malik Ir l Nryl Fa.d Vdndow 0413021)75 Yes Yes Yes N/A Quality Mission- Aseruvedf Use Acartind to thas inga d clanks, IN A Prdu x Menu. Numbr or Name Product Dincrisficut,. in MVHz outside MIM R,Odd PfaRnmt 2 57%4 Vrind N-min Mullion 12)3WO24 No Yee Yes WA IYg¢ versho y i Rrevielon '2020 Janos Hardie Building Products Inc. Camay: Pang Willa "Cwag?ry: 9dng Compliance MRhod: Evaluation RCPon tom a Floafa Registered Armnecl or a Licensed Florida Professional Engineer j;utl�a2.aa Pradueta Beal Product Model. number or Name 1 Cmplark Lap Siding 2 HadePknk LaPSlding Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail ........ r .- entitya irk Validated Bd Chad Dlercks V. Andrrr, Tan John Southold. P.E. 1909) 545-Mg PE-01662 (352) 38T-2528 chad.dkrm>;IaaQJamaahrd earn Quality Asell Product Duastbn fd�t ibercemenl lop sking 12131202 1her-cement top eking 1 n"02 Pop I pit Florida Department of Business. & Professional Regulation Pool 1lN'2P11 Building Cosies and Standards 100=1 Product Approval Application Detail 91111 =1 Due Pending Ilea sm EnM or Aaa an Dan IrMM 2ILt VMmMaa subriWffi FWhVmYd dpiavoll IxJg Version alnnuacwre, Velma" err VJNIcklibild sawma FBCA2Dmm Pi✓imud mum ovosr1021 12M42020 01.g911021 ding FBC Arpin Reuslpn 2020 Ankle Nick Thompson Lyndon F. Bchmn, P.E. Ryan J. Kira, P.E. 02115/3021 02n52021 02=021 MW2071 Approved Cassel Pend Wills 1,330)922-2359 PE-43409 (813) 781athis Subcolsgo7 Sloe mdhcmpsenD.I.W..can Compel-Naered: Evduaten Report from. Fiends ReglaaedArWtted ore Ucensed Floods Proreasbnel Engineer f Mrovedfr Uss Atulrel for Use ImDWA Comm - In HVHZ outwore HIM Resonant Pressure al Product Mast tkimbrm come Raard Description Yea Yes NIA WA 1 A squct2T&quot Sofa Vent or Sold Vby4 ewe Yea Yea NIA N/A 2 b. &quctAlh oee T4&qu01: SON Vents Shut VW SoM 3 v.&quot:Crembrisr Nonage lteaddtUll 9ota Vent or Soo Veryl Safes 4 q AaatiOSSquet SO M Ventr SdId VYy45da 5 e. iquo ;Clnrter Oakdgl ScAt Vert tr Send Vh lode 8 f. &quct;Supr Seoul Solid Van t or Solid Val Sofa Florida Department of Business & Professional Regulation Palle I tit Burling Codes and Standards 108=21 Product Approval Application Detan Salk Eraw or Ride 291 Dste panel, kild feat! 712E YtfdDn manufactsular LaMut Stationer ALicws Validated Or YiEbtrd Submitted FRCAmrwal Aserayg VlWgn MahW Wm Reviskn 2020 TAMKO Burda9 Products LLC Kent Eden Robot Nbrriren John W, Knezevkh, PE IO/M4/202(I 0929n020 lOY12/2020 12n52020 Approved Revision 2020 L.V. Thompson, Inc. dba Thompson Architectural Costal Realg (417)824-8844 PE-59166 _f954)772.6224 Metals Company (TAMCO) ahbCatep07 UdM."Ig. krrl_ anatrmbo.com Cereal Roping CarpNal Method evaluation Rapid tom a &bCatapory: Reeling Aecta plat that to an Florida RcD ftmd Architect or a Licensed. Rol Into" Part orals Rool System Prefasabnd Engineer Caripllsnct Mwhock Enue9en Report tom a Flol Registered Architect or a Licensed Flonda PlEAI"Praaud* Professional Engineer -.. amal Product No M. Number r ill- Q1MmL8aMasOrest Printed oftbAWA CwAract Emkafl n Deal Aa..uwdl Us, Asaraved for am 1 HVHZ Autodd, HVMl all R W tame 0-10, Pnseurs FLMOM413PMWuaa - 1 TAMKO Red Underlaymenthe(HVF¢) Redundeaaymantsfor use InF9CHVHZ 06/2➢12023 Yes No NIA WA ANA &ggenrdA.tamberrwme jMadctlms. 1 TAMCO Flat Tap Ofr-PodDe Van" Wain Sao for The 2 TAMKO Rod Underelymeos(NONI-HVHZ) Rant undedgrrnmts for use in F9C man-FNHZ 06,211 3 No Yes NIA WA 2 TAMCO GocoanedtVent Irisdctiona. 3 TAMCO Or -Ridge Rod Vent Mon Bane 4 TAMCO Round Tap ODFRidge Vent Win Bath fa nk Floods Department of Business & Professional Regulation P.9.I a(I Building Codes and standards I22021 Product Approval Application Detail kk :Om par 20 Doti! gate Pardon 21 SAOR IYBa YID ifianufasoursor £Dotrd Ewm-&.Uranse VaBdated®L Validated Submitted ,FBC Actual An versi4II Revision 2020 Lphrnoo Kamm Jdley Janes L Buelmr, P.E. Steven N. lurid, PE 1123202➢ 123f2020 ilreAC20 tine FBC App ReMalon 2D20 Bona Rodhng Caepor. Rooting (501)9816163 PE-31242 (717)317-8454 Catpory: Raping r.,pu. Renling AeressMaa the ram kleley@lananco.mn aubCalagery: Roll lake Integral Paul onne, Rol System ComPnanea Metal Evaluation Report fran a Compliance Method: Evolution Report ern a Product Evaluation Entity Florida Registered Architect r. I -I zed Florida PrdasalmA Engineer zul4te Rsdrota. 3 ( arrmcr daApprovedfor Uve for in ImpactImpact� is 16 .mY-SM1ske, Bela, ceuniry Slag. $it qtl EripliYi 1i44# ROWct Nola Montreal also. agasLawaaa Covered Exultation Dan, to MVta, QWEide,t9VHZ IillistY$ Ptasson, Thatch Unip: impact 1 Dank A'r"DA-4 rTRl-MiB Dad.-Ar DA-4 Low Wrier, Polypropylene Reek, Rod Vrd 12/10/2025 No Yea Pt* -97.51-97.5 17 Sawy SM-Sill Shales Alum: Ala Shaft Mechoicely Attached to Pvl Deck. 16 19 Sal $00-Sol Shea*.&amp: Sod Shake Sal 700- Shake; Sae temp: Spa Shake 20 27 Sumgg 700 - ahl ad. Sal Stilt Shake TyeeEdpane l SIMI a 28 %Alto Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of V25022 � gill Des Pofmim 2FA mg Veneuo Manrdaeturer Corel E )nser & IJeomm ValidatedBy Validated tlated Submitted FBC Aopmwl AptiMed status Rwisoon 20RT All Arterican Shutters and Gass Mice Barbieri Frank L. Bernardo, RE Troy Biel RE. 10=020 10/1512020 1110512020 12M.5=I) Approved CategoM Shutters (561) 712.9882 PE4046,549 (954) 947.0880 Sul)Catagel Storm Panels mrke6Calamrloanshutte Compliance Metal Eval uagon Report from a ro.com Florida R related A Nett or a Licensed Florida d des e9 ron Professoriat Engineer awTa Prom Product Model. Number or Name g1jIML80UM fQ Aoorevee Product Description Contreut expiration OWN in for Usa Aoorovdfor Use HVHZ Outatde HVH2 Impact Resolutiont Design Pressure t 24ga Galventd Steal Storm Panels 249a Gahronizd Steel Storm Panels 17131I2022 Yes Yes Yes WA Quality Assurance Approved for use Adorovd for Use lmald 2idw contract expiration 09. In 11VH2 QLAVId. HVMZ Itssoat Phassura 12131(2023 No Yes No WA 121317M23 No Yes No WA 12I31i2023 W Yes No WA 12131I2023 No Yes No WA 12/312023 NO Yea No WA 121312023 No Yes No NIA Monde Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pairs I di h15=1 Floride Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pare1 d2 I51=1 entity re _Rid! fella Date Penclm ,10 . 11.2E Version Its. �, Endmr&Uemae Vardalder ]rates pbm= FINCAtoroya B09mm ill" ReJstm 2020 hill Winches and Doors el Slara , AmedcanArchitectural Seven M Lkich. PE 1122/2020 117222020 1142=20 Approved cosal Wridn e, (717)355.33D0 Manuladurera Asseclatim i717)3174454 Subcate(pM• Fbred bsitutgerQmhvd.mrn Cemptlence YAli.& Certification Mark or Listing f11Y9831fi-R1d F4darde ;)ygg uaeductMdN.usumberrNane gudmLauuum AOero4adfm Des Ataaavdfa nee I"HV E Outdo* HVHZ I assistant 1 165 PVy 73 x 721neddad Grua 04l03202:f No Yes r4a .40 cli 433 fl alloo a "r c 10 r� r9 w C N is C N y 6a O 3 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail �ygF�er j 1 3 3 d Lo 7 Q ]ymp what AllaglGMtllilL l AMR AMR 011h,Poland CM&d gndnw & upon" Validated By Validated jlLwyn4 PSC Approval Approved is Ananalioll 2020 PGTlndusrin Jans Rosdw d M and -Dade OlC CER Maml-lade 13CCO- VAL 1 fA5f2020 110SM20 11/1112r12D P4X+ra � Catgaay: yandosve. (941) 4B&0100 (786) 315-25N p.t 8u1ICa11aaoy: Mrions )rosoickigiMndracS.0 d' Cprpllahpa Mstlrod: Cemlegtlm Nan a'lloing 'Fji�l(j.R13rYeAti�s sin - p vas aea4 Pr9gygyY ,J;j.mberaName - Quality r&I®a� Adaavdf thus Amrovad for Use $o sign corral expiration Dad In HVHZ outside HVNL Impactfkrlm N#dgwn pressure i Muams lrAdl Door andWridoes AWminum MumP 0512812026 Yes Yea Yea WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dull REVOINKNONXIMMUMUM Pepe 3 d4 36=3 2 ms Edltlst 20 Atha Aids mm Vnm sloufeaturr contact EF do-&LJ- Validated by VAkhftW Amu= fi&AELMW hummg Revision 2020 GAF Michael fteh Robert Mominen John W. Knazcvldh, PE 12/1912022 12h7=22 120(Vl022 02N7=M Approved Cateaay: "n➢ 1&00) 760-3411 PE-59166 (954) T72-8224 edbCantaory: Asrhat Shake s rnshesh(jgaf.com Compliance Module: Evaluation Report Iran a Fields RegiskredArchited or . Licensed Florida Professional Engines Amrond for use &agr9voili f r[Siss Imp Damon EEEg ProdKt YdLL [ambers MinProduct Driscriptlon luentZ oL"th HVHz RHIrAt Ida i GAF Asphalt Row BhngNs la use In F NC whnHVH2 FDeraass rolntaoed 34a0; larnnsnd, Stab and 12/1512025 No Yea. NIA WA jrhdlodons hip/ridge espheBahkOks Florida Department of Business, & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft 11162121 IimR¢ no go Cut pentilm mi ago Igreater Atha am Dan Ptndna 2* Contact Endnar&Ucrw. validaled. y nommftl FSC Acaraya AULMdt aWLL 77vol %%N- Mannar w- Contact eikwnar A Lioloss Validated By vwld" Submitted FSC Approval Aowyd hauls Tony Christman Zachary R. Priest Munn M. Urch, PE owl TrAm 0llylil 20 0911220Z0 12n52020 Approved Revioen 2020 Florida Msal P"cls Imo. Clark Jane James -L. Bucker. P.EQ .Steven M. UAm, PE 09R7fA20 (19/25f2020 10A)42020 12ha 1020 Apprwad (813)248-3456 PE-74021 (717)31T-a454 Catogil Radars 1904)783-84nd CBUCK Rgriaedag (717)317-6454 toryQWmoskoefinemm Subcategory: Ruoing Accosel that are on derk(Dfl-.axon P631242 Integral Part efthe Rooting 9yeem Compliance Mooed Evdyetim Report frohn a Fldda Reglsared Ardhitad a a Ucenxd Fields Professional Engineer wtSW4U •rGWdt - - .FL :. draly AsWattee Approved for Use Aocrovdfause-Imlttst j211tay etuaty Assurance Alafok4dfa Use Approved 1 in& Bonet MroaL ekmhr o coma o Contort Extlration fit. ilytlti� ia3t�Mtl prontuu Pt�MLJ D coral Excitation09, in Hill ✓21�.WiHz Resonant pressure 3 8-FLAMCC30uaft'RldoVentAOudt Aluminum Rope Vans for ptMdloft fadioated IV312024 No Yes No WA 2e 9L static roofverdkda Wks testa 09r9B2026 Yee Yea NIA WA from 0,025'Auminum 26 9a. 09A9/2026 No Yes N/A a0F5225 26 go- a talc rodvensMta with integrated bane 0&092026 Yea Yes NM WA 20 go- talc roof "d ater with bane 0SM2026 Yes Yes NM WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg, i as 1/7/dR1 IiaitLgr 212 2" Imoe &Odin Atha contest En ainw & Ucww Validated By Validated 3 FBC Acorns! aAlooril ads Anderson Robin WPNK) Unit- EValu .ion Gary W. W.N. 11/032020 111til 11ID52020 APpral ISM)360-8091 Serins I.I.C. (205)854.0160 R<wMndersongib".m m Duaav Assnerrs Approved for We Amrmwfause. ill= gigm Central Riedel Ded, No Felt ProOb-Donw)CO 12131/2020 Yea �- WAS Flat Profile - SMekten, CA 121112020 No Yes NIA WA Fla PnrFile- Rielo, CA 121312020 No Yes NIA WA Flat Preen- Skelton, CA 12131a2020 Ito Yea NIA WA Fat Pno%-Riara. CA $MUZ020 No Yes NIA WA High Prato- Katy. TX UM12020 No Yea NIA NIA Low Prone - Katy. TX 12MI=20 No Yea NIA WA Florida Domrimert of Business & Professional Regulation Peer I eft Building Codes and Standards +2r1 Product Approval Application Detail Saga 1ErMy or Arta pa QM4Fenem Attu I= Version IYsoL4aLau topics E in-&U- VakdYdEar kdgmw selyhrudag FSCAlsol Meta li ill" Revieen 2020 Alpine Stuart Laws ICC Evaluation Servles, LLC William M. court. PE 1013irA20 I W222020 I V05I2020 1110512020 .Approved category: Structural Canponenas (3211710-3377 (407) 681-1917 SLACatsgory: Truax Rotes .1-wQalpir ltw.eom Crnpharare Method Evaluation Repro tom a Product Evillest- Entity Duality A-sres AAarovd fa use Aaravdf Ua Mod Product VOA. Number or Nam s Product Desorption Conrad EyMIon Da* In HVHZ 41aMdelhi Redeem 1 ITW BCG/Aphne Higher fit-c tin IN &amp: S) Metal Canectr Purr 12/312024 Yes Yea NA WA 2 ITW BCGhkWw.Hinge Rate Meal Coral Pate I N3111024 Yes Yes NIA NIA 3 ITW 8CG1Abine 7nuM Meal Connector Plate 12/312024 Yea Yes NIA NIA 4 IRN BCGJkI{ - Wave Meal Connector Net. 12f3112024 Yes Yes NIA WA Florida Department of Business & Profesesionai Regulation Building Codes and Standards Product Approval. Application Detail Peas zd2 3 3 Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget d1 sna 2oz Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pane I el o2rrm2, lion jial jffis Dste Pendm lffia _ gggg t5br a AM! I2ffia ldmn. Atha - - - 5841 - - Erdb a 9 2Ma Dab .Pond, ,.. Alta 7�. lrrsima Yanuheturer Carded ti.ewmaer AlJcrsss Validated By V�d�a nI A, tan 8M1 FaCAmowtl � aloha Iygl 1�EB Yaa+fulurar C �Ek1 VAIrWd IN V,yly�g J) OG An Jam; �tp lYga V*n rvodnar &:tisane Validated By FBC AoaoM fdmia�. Ydid i d Apologist Rel 2020 Ill Inc. Eno Will ICC Evaluation S-4., LLC ICC Evoualm Service, 01A)312023 12110/2022 01m3f20Z3 Approved Review 2020 Wayemaeaser Rib BodWn ICC Evell Sell LLC Ian Lehral P, E. 021022021 IOMUM20 D2J &=l Approved Afhrtnwlat 202D Aphis A urninum, Inc. Jose Gave Luis R. Lomas Steven M. Uilah. PE 11N6/2020 I VIWM20 11f2w2020 Approved C.It"l Structural Components (952) 8954M I.I.C. Ceres : St o.rd Components (253) 824-8476 (8DB1838-32B8 Coal Pend Walt I:07150b-20gB PE-B2514 IT17) 31T-8454 aubCwaaorY: True Pktsa i eelderarnii-ni (205) 599-0000 subcategory; Engineered lumber go RdhartU0.0n Qweyarh9 •'^`ry:amed: mnrrincQyaho Cargler" Insured: Evauation Report from a Companies Named: Evaluation Report from a anar.com Repelt ton. o: O.Com Product E-'.91m0pn Fstky Predud Evenrlon Entity Floridan Re9ttersdAroftect a a LAansedd Florida 11Y21'97.R18 PIpoldS Ft1rg W4tti RoalElf. - - - - Rressa l Er4. a OdwW A.ra0late Amread wilco Amravdfrtrse YOad lil:am DWNy AskrBrce AaaOyetl to U94 Approved for use mma RLft PPLSitU44ti Produces: - - - - Rod iYodel ltsrberaName.Illneduct Dinotiodoin Control Expiration DWe In HVHZ Oulidde HVHZ liaahtad Prosioury asap Prswlwt Yodel Ntemberr Norma Product Desertions Contact Emkilim Dab bHvIii out" HVHZ assistant prosesIta - ntaltytweak:* Aorovetlfa Use Aoutsidf Um 1 JM,tmr 1 M18AHS 18 go. high strength Imes connects. date 121312024 Yes Yea NIA WA 1 Madam LVL Lemtndd Vereer Lumber (IN312➢23 No Y. 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UPaated,211orzozn Sim son Strop Tie 2020 FBC A roved Products p 9- PP F Inks t all SST feel listed oN LICK HERE. d direct n s 4 approvals below, C updeted,2rsorzozo - • Sim eon Strop Tie 2020 FBC A roved Products p 9- pp For t Inks 1 all SST rowels (sled belay. CLICK HERE CrreC 0 apt Updated 12/3w" n O 0 � , � v f� " ' M d o NC CLICK HERE For additional information regarding Flan ffi s Statewide Product Approval system end arty De a County Natroe of Aooeptan e ( A), - For additional Information regarding Florida's Statewide Product rural S lent and Mam-Dade County ag 9 Approval Ys tY Notice of Acceptance tangs (NOA), CLICK HERE. P ( ) regarding Approval Y For additional Information r ardin Florlda's .Statewide Product rural System and Maml-Dade Count Notice or Acre fence (NOA), CLICK HERE. P ( A) • Far additional Information r ardin Florida'sStatewide Product rural System and Mam-Dade Count regarding Approval SYs Notice or Ace tance:(NO . CLICK HERE. Y P A) , _ FL22358 R7 ELMMM FL#1045C-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" 10 3- � 0 U 9118" and heights ranging from 4.5/16" to 11". Concealed flange JR2Un Product Modal. Number or Name Product Description Sea N Product Modal. Number or Name Product Description Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O O -L ,a 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-55) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, STB, BTH BnokTias 9116" g3reater than . = O 1- O 4% 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, Civil CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3• 0 Q = 72 3 APB44, APB44R, APVB66, AP866R, APB88, APB88R, AP81010, AP8101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18, C520, C522 Coiled Straps 518" and heights ranging from 9.114" to 16'. O L _ FLi/9589-RB APV844R; APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101 DR 4 CSHP78, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.83-SDS, LGU5.25SDS Face -mount hangers Co O - 4- CU 4 APDJT2-4, APOJT2R-4, APDJT2-6, APDJT2R5, APVDJT2A, APVDJT2RA, APVDJ"ll Outdoor Accents Deck Joist Ties 5 CTS218 Compressiort/7ension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers O Sea t[ Product Model. Number or Name Product Descrption APVDMR-8 8 DSP, SSP, TSP Stud to Plate fie 15 LUC26Z, LUC2102 Face -mount hangers O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, HIOA, H2.6A, H3, HO, H7Z, H16, H16S, H16-2, H16.2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-911G'to 4- 1L �- 2 SD9112, SD9212, SDI0112. SDI 0212 Strong -Drive SO Connector Screw 8 APL4, APL6, APT4, APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 6 HGT-2, HGT-3, HGT-4 Heavy GirderTredown SM" and heights ranging from 3" to 10-15116' (n O 3 SD9112SS, SDO212SS Strong-Dws SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210; APLH21OR Outdoor Accents Light Hangers 9 HS24 HurricanaTie 17 MGUS.e3-SDS, MGU5.25-SDS, MGU5.50-SDS, MG115.62-SDS, MGU7.00-SDS Face -mount hangers = (c y'"' `+^r 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014; Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272356 9 CBT2Z; CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6-1 &16" to %-1rZ. 5 SDCP22434, SDCP22512, SDCP22614. SDCP22700, SDCP22858, SDCPZZ912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJl CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, Kll HTS28, HTS30. HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers 6 SDCP221100, SDCP221134, SDCP271400 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 11 12 DJT14 DS Deck Joist Tie Dry Wall Stop 13 14 HTSQI BKTZ, HTS020KTZ LFTA Heavy Twist Strap Light Floor Tie Anchor 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- Oil0" to 3-9/16" and heights ranging from 3-1M W io 13.34'. 7 SDS25112, SD825134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 F-C4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double 4X flange is N SOS25500, SDS25600, SOS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and models; only acute concealed. S S SOS25112SS, SD825200SS, SDS25212SS; SD8253OOSS, SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAi , GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DriveSDWF Floor -to -Floor Screw 16 112A, H2.5T, H , Hill H10S, H14, HOA10 Hurricane Ties 18 LTS12, LTS16, LTS1B, LTS20 LightTwistStrap Wand heights ranging from 2.518"to 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, RHO Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps = W FL##10007-RB 19 KBS1Z Knea-Braga Stabilizer 21 MSTA9, MSTA12, MSTA15; MSTA18, MSTA21, MSTA24, MSTA30, MSTA38. M5TA49 Straight Straps FL#M0667-RB ^ i t p ++ C 20 L30, L50, L70, Lap Angles 22 MSTC28, MST040, MSTC52, MSTC66, MSTG78 Straight Straps r- 4:14 yRgg Product Model, Numberor Name Product Description 21 LCE4 Post Cap 23 MSTC4803, MSTC68B3 Pre -Bent Straps Aga Product Model. Num bar or Name Product Description to m 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LSW, LS50, L570, LS90 Skowable Angles 24 MST126, MST13e, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9118" to 7- .+ = I.L. (3- 2 ATUD5, ATUDS-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C; MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". " C� S 3 BP3I8.2, Blol/Z BPV2-3, BPS/82, BP518-3, BP314, BPW4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ2812, LSSJ28RZ, LSSJ2IOLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 28 NCA2c10.12, NCA2x12-12, NCA2xO.16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available inwidths ranging from 3-518" to 7- cc to m N a 4 CNW318, CNWi12, CNW5/8, CNW3/4, CNW518-112, CNW3/4-5/8 Coupler Nuts 25 LSSR1-81, LSSR2.1. LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW812, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24". d N 5 CTUD55, CTUD65, CTUD56, CTUD75, CTUD76, CTUD77, CTUDS7, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTF J Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in vh(dths ranging from 1-112' to 3- o Zcc CTUD98, CTUDW 27 ML23Z, NIL242, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". c r a 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1. SP2, SP4, SPB, SP8 Sled Plata Tie 4 DGHF series hangers Top flange hangers available in Widths ranging from 1-314" to 3- 3; 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHG Hinged Roof Connector 31 SPH4,.SPHB, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". � 3 d 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26 2, MMLU28, MMLU28-2, MMLU2IQ MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2-5, SS3, SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- cc CIA�, C p 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115: ST2215, ST0215, ST6224, ST6236 Straight Soaps 718" and heights ranging from 11"to 32-117', m to 10 URS3 2118" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30. TB36, TB42, T848; T854, TB56; T960 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/6' to 7- 7 fl- 11 URS4 1/2" Uplift Roil Run Tiedown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 37'. A 12 URS5 518" Upli t Rod Run Tiedown System 34 STC, STCT, OTC, HT04 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-114" to 6-719' v O- 13 URS6 3/4" Uplift Rod Run 7iedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W8106C, WB120, WB1260, WB143C Wall Bracing and heights rang" from 8.1/2" to 281. c 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 34 K' to 7- I18" and heights ranging from 11" to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in Widths ranging from 1-9116" to 7- FLAM 0447-RS I72" and heights ranging from S" to 39' Seal Pmduct Model, Number or Nam a Product Description Aill" Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers avai able in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Sea # Product Modal. Num bar or Name Product Description 1 CBH2:37x5.5, CBH2.37x7.63; C81-12.374.75 Concealed hangers and heights ranging from 10-117'to 26'. 2 HDC1014, HDC10M Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Fare -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 X'to 8- 3 HDQ8, HHDQ11, HHOO14 Hob -down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SOS3 Drag Strut Connectors avaiable, in widths ranging from 1-9/16" to 39116" and heights 7/8" and heights ranging from 7-1/7'to 32' 4 HDU2, HDU4, HDU5, HDUB, HOU11; HDU14 Hold-down 3 GBC Gable Brace Connector ranging from9-1/8" to 23.15118". 12 HGLTV seneshangers Top flange hangers available in widths ranging from 3-1/4"10 7- 5 HPA28, HPA35 Strapatyle purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SOS, HGU5.25-SDS, HGU5;.50.SDS, HGU5.62-SDS, HGU7.00.SDS, HGU7.25- Face -mount hangars 118" and heights ranging from I X to W'. S LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2; HHRC411.81, HHRC44, HHRC5.2513.25, HHRC5.3713.1Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Topflange hangars available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC68 4 HGUSseries hangers Face -mount hangers available in widths ranging from 1-&S" to 7• Oil 6" and heights ranging from 18" to 26'. 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector W" and heights ranging from 55116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 Ill PA23, PA28, PA35, PA51, PA68 Strap•styka purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS HHGU5.62•SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9/18" and heights ranging from 5-30 to 13-1N'. ID PA118, PA123, PARS, PAI35 Strap -style purlin anchor 8 LSU26 LSSU28, LSSU210 Light S"ablelSkewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 11 STHD10. STHDI ORJ Strap -aryls hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2; HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7116'to 1W. Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24, TC26, TC26 Truss Clip HHUS7.25/10 version (HUCTF) availablefor all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, TRA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, 14SULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422.2, THA428-2 118" to 5-1/8" and heights ranging from 43/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-WI S" to 7- 12 THAI1.81P22, THAI2.06122, THAl2.1122, THAI222, THA1322. THA13522, THA1422 Adjustable Truss Hanger Sited for Wolats Concealed flange version (HSURC, HSURC) available for all 118" and heights ranging from 5-318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is Concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU25, HTU28, HTU210, HTU25-2; HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.318"tor 37', 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19.114"- Concealed flange W" and heights ranging from 9.118" to 18". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1.9116" and heights 18 VTCR ValeyTrussClip greater than2-9116" ranging from 5V8"to7.114", 10 HUCQIS1/9-SDS, HUCQ1.81/11-SDS,HUCO2ID-2SOS,HUCO210-"DS,HUCQ310- Face -mount hangers 20 J8A series hangers Topflangehangers available inwidth of1-9116"andheights SDS, HU00410-SDS, 4UCQ412SDS, HUCQ525/9-SDS, HUCW.25M1-SDS, HUCQ610- ranging from9-3111 to SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4l)o 20 E " Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30i2020 - • i� Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products updated 1250=0 ®For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For drool Inks to all SST approvals listed below, CLICK HERE. For greet inks to all SST approvals listed below,. CLICK HERE. For additional information regarding Flatda's Statewide Product Approval System and Main -Dade County Notice of Acceptance (NOA), CLICK HERE, For additional information recording Florida's Statewide Product Approval System and Marren -Dade County Notice of Acceptance (NOA), ct Ir `r".F.a F, Fa additional information regarding FlacWs Statewide Product Approval System and Mary -Dade Canty Notice of Acceptance (NOA). 9 rru "Far . a For additional Information regarding Honda's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-1115 18 S1L.BV1,56, VLBV1,81, SILBV2.06, S1LEV2,37, S/LBV2,56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3J8"to 15-1/6". SILBV3;58, S1LBV3.62, VLBV4.06, S/LBV4.12, S/1l S1LBV4.75, S/LBV5.50 6 Strong•Bolt2 (ST82, ST82.4SS, ST132.6SS) Strong -Solt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights -M1 Product Model. Number or Name Product Description 19 S/LTT2O, SfDTT2Z, SM1714, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from9-3/16"to 13-1/8". 1 HHUS210-3, HHU$Z O-4 Joist Hanger 20 i fMST60, MS772 Straps 118 mil (10 got) 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD•CS, THD-CS8SS) Titan HO Heavy Duty Screw Anchor for concrete and masonry 23 L.EG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1 /4" to 6- 2 HRS6, HRSS, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Tres avalable with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1 /2". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plats Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1lC to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112". 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGOH3SOS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Bra® Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDW7158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete 118" and heights ranging from 9-114"to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16"and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3f8"to7-118", FL#11473-115 FL#13904-R5 27 RR Rope rather connector 28 WP series hangers Top flange hangars available in widths ranging from 1.9116" to 7- 12" Product Model. Number or Name Product Description acd&g Product Model. Number or Name Product Description FL#16230-RB 1/8" and heights ranging 9-114" to 32". 1 OETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, GCQM4.82-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62SDSG, CCCQM4.62-SDSG, JW Product Model- Number or Name Product Description 3 HIS, H16S,H16.2,H1&2S Hurricane Tie CCCQM .50-SDSG 1 AT•XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10960-RS 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 E•CCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5,5OG-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET•HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQM05.50G-Kr, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry J � P(gduct Model. Num leer or Name Product Description 6 HGAM10, HMO Masonry retrofit Connectors KT, EOCLRQMD5.50G-KT 4 9trong•Boft 2 (STBZ) Strong-BoR 2 Wedge Anchor for masonry } 1 ABA44: ABA44R, ABA46, ABA46R, ABA86, ABA65R Adjustable Post Base 7 HHETA16; HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM725, HGUMSOO Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ASU46, ABU46R. ABU5.5, ABU54 ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2. LGT3-SDS2.5, LGT4•SDS3 Girder Tisdown 4 LGUM26.2, LGUM26.3, LGUM20 4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HO (rHD-H4SS, THD-HSSS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 318 stainless steelwfth hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ASW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META78, META20, META24, META40 Embedded Truss Anchor 5 MSHA3.12/9.25, MBHA3.12M1.25, MBHA3.5617.25, MBHA3.56/9.25, MBHA356M1.25, MSHA3-56/11.88, MBHA3.56/14, MBHA356/16, MBHA3.5SA S, MBHA5.5077.25, MasenryTop Flange Beam Hangers Turbo countersunk head. Then z 4 AG4, AC4R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry 7 Titan (TNT) Turbo Screw Anchor for concrete or mason ry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MSHA5.5019.25, MBHA5.50fl l .25, MBHA5.50111.88, MBHA5.5C/14, MBHA5.50/16, e C844, C846, C648, C268, CB68 Embedded Column Base MBHA5.50118 (�v 7 C85044-SDS2, CBS046-SD52, CBSQ66-SDS2, CBSQ86-5052, CBSQS8-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3,5&11.25, MBHU3.56111.88, MBHU3.56114, MSHU3:56/16, MBHU5.5019.25, MBHU5.50/1'L25, Masonry Beam Hangers FL#1Gil -R3 8 CC, ECC, ECCU Series Bolted column cape with W1 ranging from 3.14'to 9-1I2" and FL#414WRS MBHU3.56/18, MBHU5.50111.88, MBHU5.50114, WZ ranging from 35/8" to 7-1/2" M13HU5.50M 6, MSHU5.50/18 ,ggy1 Product Model. NUM bar or Name Product Description CIO O 9 CCQ-SDS2.5, ECCQ.SDS2.5 Series Screwed column caps with W1 ranging from 3.114'' to 9-1/2" and Aga Product Model. Number or Name Product De12II12 n 1 X3401016-SK, X1S1016, X181018-4K, XQ1 S1016, X0181 OIe-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L� W2ranging from 35/8"to7.1/2" 1 DTT1Z Deck Tension Tie Drill Point � Q 10 CPT447, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HDI9 Bolted Holdowne FL#13975•R9 2 XL0114T1224, XL0114B1224-2K #12.24 Strong -Drive XL Laoge•Head Metal Self -Drilling, Tapping ^ 11 12 EPB44A, EP1344, EPB46, EPBW EPS4Z Embedded Past Base Embedded Post Base 3 4 HD36, HD5B, HD75, HD9B 31 HTT4, HTTS, HTT54 Bolted Hokdowns Tension Ties Sag # Product Model, Nurn bar or Name Product Description 3 XMQ114S1224, XMQ114W224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal SeH-Drilling, O 13 LC844, LCB66 Embedded Column Base S LTT19, LTT208, LTTI31 Light Tension Ties 1 SDW22300, SOW22338, SOW22438, SDW22458, SOW22500, SOW22600, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22634 4 XQ114S1224, X01I4B1224-2.5K X11461224, XQ112S1224, XQ112B1224-2K #12-24 Strop Drive X Metal Sa1FDrillin Tapping 9- 9J Screws with #6 Drill Point 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450. SDWC15800 Strang -Drive SDWC TRUSS Screw 16 PB44, PB44R, PM, P868, P806R Embedded Post Base FL#1 R5 3 SDWHID300DR SDWH19400DB, SDWH19600DS, SDWH19800DB, SDWH1910000B Strang -Drive SIDWH TIMBER-HEXSorew 5 XU34S1016, XU3481016-SK #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Screws with IT PBS44A, PBS48, PBS68 Embedded Post Base 4 SDWH274000, SDWH27BOOG: SOWH278OD.G, SDWH2710ODG, SOWH2712DOG Strang -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS102I2. SDWS16300, SDWS16312, SDWS10400 SOWS226D0, String•Drive SOWS FRAMING Screw TIMBER Screw(Interior Grade) O 19 PC44-16; PC48-16, RC48-18, PC64-16, PC88_16, EPC44-16, EPC46-16, EPC48-15, Post Cap 1 SB5/8x24, S8718x24, SB1x30 SB Anchor Bolls 6 SDWS19500, SDWS1971Z SDWS2240D,SDWS22500,SDWS22512, Strong -Drive SOWS L EPC64-16, EPC86-18 2 SST816, SST820,-SSTB24, SSTB28, SSTB34, SSTB36, SST81 BL, SST620L, SSTB24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS221000, SDWS221100, SDWS221200; SOWS221500 171,05320-1110 20 PC4Z, PC4RZ, PCSZ, PCSRZ, PC8Z, P08RZ, EPC4Z, EPC4RZ, EPC87, EPCSRZ. EPCBZ, Post Cap SSTB28L 7 SDWS2230OD8, SOWS22400136; SOWS2250008: SOWS22600DB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000D8 JHd # Protluct Model. Number or Name Product Description 21 PPB44-4Z, PP644a6Z Post Base 8 SDWS22312DBB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 OSSCB43A DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector ^ 22 RPBZ Retrofit Post Base FL#13972-R4 9 SDWS27300SS, SDWS274OOSS. SDWS2750OSS, SDWS276DOSSL SDWS278OOSS, Strong -Drive SOWS TIMBER SS Screw 2 FC643.5, FC845.5, FCB47.5, FC949 5, FCB411.5 Bypass Framing Faced -Clip Connector v'^� SOWS271000SS. SDWS2712DOSS 3 FPHSD34S1C16, FPFISD34B1018, FPHS034B1015-5K; FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSO Framing4o-CFS Self- FL#10666-RS SeaICU x 1 Product Model. NUM bar or Name CMSTI2, CMSTt4, CMSTCI6. CS14, M6, CS18, CS20, CS22 Product Description Coned Straps 10 11 SDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 FPHSD34B1214, FPHSD34B12I4.5K LSFC2 25, LSFC4.25, LSFC625, SFC2 25, SFC4 25 SFC6.25 Drilling, Tapping Screws Steel Framing Connector M • - - 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24, FHA30, MSTI28, MST136, Straps 97 mil (12 got) 5 LSSC425, LSSC6.25, SSC2.25, S5C4 25, SSC6 25 MSSC2.25, MSSC4.25, MSSC6.25, Shovel Stud Connectors §91g Product Model. Number or Name Product Description MSfl48, MSTISO MSTI72, S/MST27, S1MST37, SIMST48 MSSC4.25KW MSSC6.25KW C\I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS3C, HTS30C Heavy Twist Straps FL.#15363-R3 6 RCKW3, RCKWS 5, RCKW7.5, RCKW3S; RCKW5.5S Rigid. Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTAIS, MSTA21, MS7A24 Straps 43 mil (18 got) 7 SCB43.5, S0845.5, SC847 5, SCB49.5, SCS411.5, MSCB45.5, MSC847.5 Bypass Framing Slide -Clip Connector 3 GH46-8, GH46-8, 01-148-8, GH48-8, GH410-8, GH410-8, GH66-6, GH86-8, GH68-6, GH88- Girder Hanger 5 LSTAR, LSTA12. LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST212Z ST2115, ST2215 Straps 33 mil (20 got) -"I Product Model. Number or Name Product Description 8 SCS32.5187, SCS62.5197, SCS62-511IS. SCS82-5/118 Bypass Framing Connector ■ 8, GH610-e, GH610.8 8 LSUSH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1 SS5, AS I BSO 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wait Slide -Clip Connector r 4 GLB5A, 01.1358, GLB5C, GLBSD, GL87A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2DHS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8;25, M5JC10.25 Steel Joist Connectors L" 5 GLST512, GBLT612, GLBT518, G BLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTSI6, LTSi S. LTS2O Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS03.518 Bypass Framing Slide -Clip Strut Connector O ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST0215, ST6224, ST9, Sr12. ST18. ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 got) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tredewn 10 MSTC66, MSTG78, ST823e Straps 68 mil (14 ga) Screvvs � w 8 UFP1OSD33 Universal Foundation Plate 11 MTS12. MTSI8, MTS181 MTS20, MTS30, MTS24C, MTSSOC Medium Twist Straps 13 X01S1018, X01B101&4K, X01SI214: X4181214-3.SK, X07881224, XQ78BI224-3K, 410-16.412-14, and #12-24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal RetroftFoundaton Plate 12 SMI 56. W.81, SIB2.06, SIB2.37, S1B2.56, SIB2.68, &B3.12, SM.56, S1B3.62, S1134.06, Top Flange. Joist Hangers FL#15730-R4 X0114S12241 XQ114B1224-2.5K; XQ112S1224,XQ112B1224-2K, X348101&5K, X1S1010, X161016.41€, X181214, X1BI214.3.5K Tapping Screws Q SB4.12, &B428, SJ64.75, S1B5,50 Z 13 S/BA2.1218, SIBA2.12/10, SMA2.12H2, SeA2.12114, S/BA4.18/8, S18A4.1Sri 0, Top Flange Joist Hangers Ste$ Product Modal. Number or Name Product Description J SrBA4.18112, S/BA4.18/14 1 IT -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 StHDBS, S/HD88, S/14010S, SIHD108, SIHD15S, SMD150 Haldovms 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 SIHDU4, SIHDU6, S14DU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLDPA, PTRHA3, PTRHA4 a 17 S1JCT, SIHJCT Joist Hangers 4 SET-313 Adhesive Anchor for concrete SHEET N0, March 6 2023 PA 1.3 MlAMM l6I OU-BADE COUrNrir ram PR0DrC1rco!*rrROL sKC1r10K 11805 SW 26 SueeS Roomy 308 DETARTNEMOF REGULATORY AID}ECONONKIC RESOURCES taER) ?.dam. F±los*U 33175-3474 BOARD AND CODE ADMLtiSTRATIONDIVIS10*I 1• (7W HS-2590 F CM) 315-25" _NOTICE OF ACCEPTA.NC:E (NOA) wsnesia.;raaaswle<enanzs PGT Iadustries, Inc. 1070 TechnoloLy Drh-e, North Venice, FL 3#275 SCOPE: This NOA is being issued under the applicklemles and regulations governing the use of constnrctKamaterials. The documeatation submitted has been re-6euured and accgked "by hiiami-Dade CoutdyRER -Product Control Section to be used in Matl:i Dade Coody and odor areas where: allowed by the Auharity Havmg 7 ( This NOA shall not be valid after the expiration date statedbelow-TheMiami-Dade County Product Control Section (Its ?Nunn Dade Courtly) an&orthe AEI (in areasodus thanMiami Dade Cxmmuty) reserve the right to have this product or mmerial kestedfor quality awn amepugwsm. If this product or material fails to petfounin the accepted manner, themamnar3usw will incurtheexpense ofsuch testing, and theAHUmayimmediatelyrevole,modify,or suspend lase use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined byNfiami-Dade County Product Control Section tasat this product or mil fails to meet the requi anents of the applicable building code. This product is approved as described heseinandhas been designed to comply with the Florida Balloting Code. including the High Vey HntricMe Zotre DESCRIPTION: Series "55M.770" Vinyl Sliding Gla ss Door (Reinforced) w/wo 900 & 13.0 corners-L ML APM017.4L DOCUMENT: Drawing No.'_1iD-5570A RerR, tithed "Vinyl Sliding Glass DoorNOA (LM)", sheets 1 through 21 of 21, preparedby mane acturer; dated 10-10M 5 and last revised on (P-/01121, signed and sealed by A_ Lynn Miller, P.E.. bearing the N iumi-Dade County -Product Control Revision damp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Comol Section. AIISSiLE LMPAC'i R M, G: Large and Small?�sile Impact Resistant T12nitations: 1. See table l (sheet 7) and table 2 (sheet, for applicable SGD unit sir, design pressures, reinforcements types. glass types, sill riser (see tables B-1 & B-2 streets 7-8) and anchor layout streets regnuanents in 1 l thou 16. 2. R.sgsd White PVC, Tan (Non -white) Rigid PVC and Brown coated (Paraded or lamsnRted) white R*,d PVC to be labeled per referenced NOA's requirements. 3 . Egress operable dons mast com4y with min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval,. to be reviewed by Building official L ABELL+tG: Each unit shall bear a permanent label with the mum &ctuves's name or logo, city. state and series and following statemient'Maori-DadeCounty Product Control Approved",noted heaeux RENEWAL of this NOA shell be considered after a real apphration has been filed and there has beenno change in the appticabiebuxildmg code negatively affecting the perfortuance of this product_ TER11D ATION of this NOA will occur after the expiration date or if there has been a revisim or change in the materials, use. ancl'or m armf9rtm• of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any otherpurposes shall automatic ally terminate this NOA. Failure to complywith any section of this NOA AA be cause for termination and removal ofNOA. A DVERTZSUME't'T: The NOAnumber precededby the aids Nfiami-Dade County Florida. and folUmed by the expiration date maybe displayedinadvatisingiiteratme- If amyponionoftheNOAisdisplayed, then itshall be done in its entirety. LN SPECTTON : A copy of this entire NOA shall beprovided to the user bythe mainifiactuier or its distributors and shall be available $car inspection at the job site at the rerqumt of the Building Official. This NOA revises & renews'+iOA420-0429.05 and consists of thispage 1 and e-vidence pages E-1. E-2, E-3 E-4, E-5 & E-6 as well as approval document mentiomed ab(mre_ The submitted documentation was reviewed by Ishaq I CTranda, PE. I A. No. 21-0205.03 t Expiration Datec April 14, 2026 Approval Data:Marek 25,1011 Pago 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB-WTTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. AID-5570.0 Rer W titled `Vinyl Sliding Glass Door NOA W-, sheets 1 through 21 of 21. prepared by manufacturer. dated 10,05115 and last m°ised on 04,122/20, signed and sealed by A- Lynn Miller, PE_ B. JESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Psessum Test, Loading per FBC, TAS 20294 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Ptrem a Loading per FBC. TAS 203-94 along withmarlmdup drawings and installation diagram ofall PGT Industries, Inc. representative units: listed below and tested to qualify Dowst"l 791 and. Dowsil 993 mhconnes. prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09iD3114 F IL-20-2107.1, PGT SGD780 Alumirman Sliding Glass Darr (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahem Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Wmdow (unit 9 in proposal) and FTL-20-2107A. PGT P`W7620A Aluminumn Fixed Window (unit 10 in proposal) dated 07113/20, all signed and sealed by Idalmis Ortega. F.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compy) 1g with FBC 71k Edition (2020k dated W-2120, pied by manufacturer_ signed and sealed by Anthony Lynn Miller: P.E_ 2. Glazing cotmlpbes with ASTMI E1300-04, -09, -l2 and -16. D. QUALITY A.SSURA CE Miami -Dade Department of Regulatory .and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-03tri.02 issued to Kurarar America, Inc. for their "Trosifolt- Ultzaclear, Clear, and Color PVB Glass Interlayers-. expiring on 07/%24. 2. Notice of Acceptance No.17-080&02 issued to Kurarar America, Inc. fortheir "SentryGhl . (Clear and AVIlite) Glass Inorlarer,�', expiring on 07. N4n3. 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their `Blown Coated (Painted or Laminated) Ni'hbe Rigid PVC Exterior Extrusions for Windows and Doors", expiring on. 09/30.124. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series `'VE 1000 Tan 202 and Fghterr shades (No"like) Rigid Cellular PVC Exterior Extrusions for Windows and Doers7. expiring on 12,"29t2I. 1s1►agL CLands, P.E. Product Control trait Supervisor NOA No. 21-0209.03 Expiratioa Date: April I4, 2026 ?Approval Date: march 25, 2021 E -4 PGT Industries, Inc. NOTICE OF ACCEPT JUN CE: EVIDENCE SUBhflTTED 1. Evidence submitted under previous 0_4 A. DRAWINGS 1_ Manufachmes die drawings and sections. (Submitred under 10A. o.11.-0107 04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA ', sheets 1 through 21 of 21, prepared by mufaclturr, dated 10105f15, with revision A dated 04105/17, signed and sealed by A. Lynn Mier, P.E. B. TESTS 1_ Test report on 1) Uniform Static Air Pie Test, per FBC, TAS 20244 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marlmd-up drawings and installation diagram of vinyl sliding glass door' prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 9717. dated 12A)7115, signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 02/15116 and 0224`l6) 2. Test report on 1) Air Infiltmtion Test,. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 2Q-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impart Test per FBC, TAS 201-94 5) Cyclic Wind Prue Loading per FBC, TAS 20394 6) Forced Entry Test, per FBC, TAS 202-94 along withmarked up drawings and inst-Ablion diagram ofvinyl sliding glass door.. prepared by Fenestration Testing Lab, Inc;, Test Report No. FTL 8546, dated I lAW15- signed and sealed by Idaink s Ortega, P_ E. (rest report revised on 01104116 and 02;11!2016) 3, Test report an 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wired Pressutre Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with madoed-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL &1547, dated 12/(WI5. signed and sealed by Idalmuis Ortega, P. E. (rest report revised on 0211516) 4. Test report on. 1) Air Infiltration Ted, per FBC, TAS 2(2-94 2) Uniform Static Air Plessuir Test, per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 20294 4) Large Mmile ImW Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with markedup drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 85v18, dated 12104115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 0104116 and 02111116). Wail L Chaads, P.E. Product Control twit Supervisor NOa Na. 21-0105.03 Expiration Datr. April I4, 2026 approval Date: ,lurch 25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTXNCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continuer) 5. Quanex Part Super SDace►r Standard complying with, 4STM C518 IhcmW Conductivity 0.881 BTU -in/ hr_-#tom -', ASIM F 1249 Wt M Pass= ASTM D3985 Oxygen —Pass, ASTM E 2190I.G_Du ability -No Fog -Pass. ('.Submtkird tenderprecious X0.4 )IIc+ IM409.05) 6. Quanex Part Duraseal complying with ASTl1,i C519 lbennal Conductivity 222 BTU4n.! hr- F-°F, ASTM F 1249 W`VM Pass, ASTM D 1434 Argon Per a -Pass, ASTM E 2189 I.G_ Durability -No Fog, ASTM E 546 Dew Point Devekgnmmt 201F in 48 his. (Submitted under YO4X& IS-0 0.OS). 7. Vision Fps. Ltd. Parts corqplyitlg with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl C7nlonde (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Ce ation Program. (Subffiftrd under.'VO.4 Na 15- 0409. #5) 8_ Visimi Extrusions, Ltd_ Parts complying with PVC AAIuLL 303-13_ fSubntitt`ed tinder X0 4 No.1 5-0409 05) 9_ PVC-AAMA 303-13, Vohmtary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision FVnwons, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification ProgrML 10. Notice of Acceptance No_ 18-1217.14 issued to Energi Fenesitration Solution, USA. Inc_ for their `-Ian 3040 &light shade (non -white) NwlWte Rigid PVC: Exterior Extrusions for Windows and Doo&', expiring on02/04,21. 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc- for their se•ties -Witte Rigid PVC Exterior Extrusions for Windows and Donis'', expiring on 02t28t23_ 12_ Notice of Acceptance No_ 2"203.03 issued to Energi Fenestration. Solution, USA. Inc_ for their ``T3roaze & light shade cap coated 'White Rigid PVC Exterior Extrusions for Windows and Doors", expiring out 04116,25. F. STATEMENTS 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04,22-20. issued by nlanlufactttrer, signed and sealed by Anthony Lynn Miller, PE. 2. Statement ie~. er of no fmaticul interest and of independent, issuers by manufacturer, dated 04/18/20, sued and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Aft document between PGT, dated 03 30f 15 and signed by all involved parties. G. OTHERS 1. This NOA revises N 01i817-0420.06 (PVTw/CGI) and updates to FBC2020 Edition), expiring 04r02len 2- RER Test proposals #19-1155 dated O L 10#20 approved by Ishaq I. Chanda_ PE- expiring 04114021- E -5 Ishaq L Gtmada, P.E. Product Control Unit Supervisor IN 0,A No. 21-020S.03 ExpirationDatt: April14,2026 Approval Da to: Afarek 2 ,1011 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifomi Static Air Pressure Test, per FBC, TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Presme Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with rnarlmd-up drawings and installation diagram of vinyl diding glass door, prepared by Fenestration Testing Lab_ Inc., Test Report No FTL 8549, dated 11.tM5, signed and sealed by Idalmis Ortega, P. E_ (rest report revised on 12/04/15 and 0211116) 6- Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Presses Test, per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pry Loadingper FBC, TAS 203-94 along with ruklmdup drawings and installation diagram of vinyl sliding glass door, prepared by Fenestratim Testing Lab, Inc., Test Report No. FTL 8552, dated 12,DV15, signed and sealed by Idalmis Ortega, P. E. (rest report revised on 02115.2016) 7. Test report on 1) Umfvnn Static Air Ptessmc Test, per FBC. TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pry Loading per FBC. TAS 203-94 along with marked -up diawmgs and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Igo., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11 /19110, signed and sealed by Jorge A_ Causo, P. E. (Submf led under N'0. IV& 11- 0107 04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS NP-44 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Missile IuVaact Test per FBC, TAS 201-94 5) Cyclic %rind Pres=e Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC, TAS 202-94 along withmarloed-pp drawings and installation diagram of vinyl sli mg glass door, prepared by Fenestration Testing Lab, Inc- Test Report No-FTL 6337 (samples A-1 thru A-5), dated 1210 40, signed and sealed by Jorge A- Canso, P. E_ (Submirxed under AWA X6.11- 0107 09) C. C AL C7_ LA11ONS 1- Anchor verification calculations and structural analysis, comply -mg with FBC-2414, pied by PGT; dated 1109115and last revised on 01115116, signed and sealed by AnthonyL. Miller, P.E. (Submbiled undrr.Y, OAAe.151210.01). 2. Glazing complies with ASTME-13W-09. Ishaq L Chanda. P.E. Product Control fait Supervisor NDA No. 21-020-9.03 Expiration Date; ,April 14, 2026 Approval Date: 'Nfarci 25, -n21 £ -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE StBMITTEI} 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. hiD-5570.0 Rev B, titled -`Vinyl Sliding Glass DoorNOA (Elul)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105/15 and last revised on 020L21_ signed and sealed by A- Lynn Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 1. Nome_ C. CALCULATIONS 1_ None- D. QUALITY ASSURANCE 1. made Department of Regulatory and Economic Resources (RER). E. MATERML CERTIFICATIONS 1_ Notice ofAcceptance No.19-0305.02 issued toKurarati America, Inc. fords& "Trosifolt Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07%24_ 2. Notice ofAcceptance No.17-0808.02 issued to KuraraF America, Inc. for their "SentiTGlast- (Clear and Rite) Glass Interlayen", npiring on 07i04123. 3_ Notice ofAcceptaace No.18-1106.10 issued to Vision Extrusions Limited for their `Brown Coated (Painted or Laminated) AWte Rigid PVC Exterior Extru ons for Windows and Doors". expiring on 09.3OPM. 4. Notice ofAcceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (ikon -Al lee) Rigid Cellular PVC Exterior Extrusions for Windows and Doors7_ expiring on 12/29121. F. ST ATEMEINTS 1_ Statement letter of conformance to FBC 70 Edition (2020), dated 02/01,21. issued by n32n11.fact1=, signed and sealed by Anthony Lynn Miller, P-E. 2. Private Labeling Agreement dated 03109;21 between. PGT Industries: Inc. and CGI Windows and Doors Inc., signed by Dean M. Rumt P.E., V.P. Engineering, on behalf of both omVanics. G. OTHERS 1_ This NOA revises & renews NflA# 20-0429.05 (PLA w1CG1), expiring 041140.6. 2. The eu irmt associated PLA CGI fire ##21-0205.01, expiring 04/14,26. F -6 Ishaq L Ganda, P.E. Product Coetf3 Unit Supervisor Nt1A No, 21-0205.03 Expiration Date: April 14, 2026 Approval Date: Mareli 25.101.1 PGTladnstries, Inc. NOTICE OF AC'CEPTA3NvICE. EVIDENCE SUBAUFTED D. QUALM ASSURANCE L Maud Dade Department of Regulatory and Economic Resources (RER)- E. MATERLAL, CERTIFICATIONS 1. Notice of Acceptance No. l_,-0528.14 issued to Vision Extrusions Limited for their White Rigid PVC Exterior Extrusions forWindows and Doors'. dated 0813/15. VqM Big on 09! 0.119. 2. Notice of Acceptance No.16-0920.09 issued to Vision Extrusion Limited for their -` 7E 1000 Tan 202 and lighter Shades Qion-4Vhire) Rigid PVC Exterior Extrusions for Windows and Doors", dated 120116. expiring on 12129f2.L 3. Notice of Acceptance No.15-0528.15 issued to Vision F-vmsion Limited for their "Brown Coated (Painted or Laminated) '%lite Rigid PVC Exterior Extrusions for CI'mdows and Doors", dated 08/13/15, expiring on 0913039. 4_ Notice of Acceptance No_ 16 4712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their `TAN 3040 and Lighter Shades (Non-AWn) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116- expiring on 0.104r21. 5. Notice of Acceptance No_ 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid P`V C Exterior Extrusions for Ri mdows and Doors" dated 09115116, expiring on 04116t20. 6. Noce ofAcceptance No-16-0712.03 issued to ENERGI Fenestration Solutes USA,. Inc. for their -White Rigid PVC Exterior Eu sions fire R°indows and Doors" dated 08110117, expiring on 0129118. 7_ Test rrpofts No(s). 10-002-792(A), 10-06-MO527, 535753-09. per ASIME44, ASTND 1929 and ASTMII-6351. issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under AAA X& 11-0107 04) 8_ Notice ofAcceptance No.14-0916.11 issued to Kuraray America_,. Inc. for their "Seam Glasg, (Clear and White) IDteriacer", expiring on 07/04/18. 9. Notice ofAcceptance No.16-11.17.01 issrled to Keay America, Inc_ for their -'Trw9olt TAtraclear. Clear and Color PZ'B Interla rers7. ertpiiirlg on 07*8119. F. STAT1111ENTS 1- Statement later ofconformance withFBC-St%Edi&n (2014) and FBC4*Edidon (2017j, issued by manufacttirel; dated 08t14117, signed & sealed by Lynn Miller. P.E_ 2- Statement letter ofno financial intered. dated 0411&17, issued by manufacttim, signed & sealed by Lynn Miller, Par. 3. Letter of lab cawpliaance, part of the above test reports. 4. RER Test Proposal No.17-0387, dated 05,105117, signed by Ishaq Chanda. P.E. G. OTHER 1. Notice ofAcceptance No. 15-1:21 Lott sued to PGT Industries, for their Series 557012770" Vinyl Sliding Glass Door (Reinforced) L.ALL", miring on 04/14/21 _ E �3 Ishaq L Chaada, PX. Product Control trait Supervisor NOA No. 21.0205.03 Expiration Date: April 14, 2026 Approra 1 Date: '3rarch 15, 2021 O N L Cn _ > U L O 2= N O- ca O -v� .� V 4- C a O O .O N = O U_ -0 O O O .cn L Q CU C 4- 0- -0 ._ Cn Q W J i co O CL iL Q SHEET NO. PA 1.4 March 6, 2023 N O —Cu O V MIAMaOADE MIAMI-DADS COUNTY PRODUCT CONTROL. SECTION Q C O O N Q O s_ Cast -Crete USA. LLC Cas%Crete USA, LLC Cast -Crete USA, LLC Ca DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 .0 0 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U to NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 -0 Co O — '�• a)6324 Cast -Crete USA, LLC County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C �- O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of _—L.L prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 2003 and Drawing No. 1, prepared by Craig Parrino, P.E., dated March 24, g 1 dated 03124103 and Drawing No. LT461 Z titled "Cast -Crete 4" 6" && 12 " g O CU O � > SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by „ ", „• LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables" 1 Lintel Safe Load Tables.",sheets 1 through 3 of 3, last revision dated 06/12II4, all — s_ O OO This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 0 3, prepared b Craig Parrino, P.E., dated March 24, 2003, last g E p p Y g re area, signed and sealed b Craig Parrina, P. on 08/I9/14. P P � Y g U) to O C13 C' Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Jurisdiction drawings signed and sealed b Craig Parrino, AE. g � Y g revision dated March 11, 2008, all signed and sealed by Craig Perrino, P. on c� N to � �.., .0 (n Q Section to be used in Miami Dade Countyand other areas where allowed b the Authority Having y g B. TESTS March 22, 2012. B. TESTS N (A�) L Test report on, flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. �. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529- 94, prepared 1 None. C. CALCULATIONS .� Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and • 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, J this product or material tested for quality assurance purposes. If this product or material fails to perform in the P q ty Pub P Pe sealed b Christopher A. Hamon, P.E. y P C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. �+ o accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, I C, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONSNone. D. QUALITY ASSURANCE this acceptance, if it is determined b Miami -Dade County Product Control Section that this product or material P y ty P L Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). .12 in N fails to meet the requirements of the applicable building code. Perrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. W a N � 2. Calculations or Gast -Crete Lintels, dated 05/29103, 140 pages, prepared b Craig f p g p p Y g E. MATERIAL CERTIFICATIONS 3 s This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane p FP gn P y g tY Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL, CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, X. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised an May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/19/2014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P, E., certifying compliance with the Florida Building Gode, 2010 A revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition• 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 0 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1None . . B. TESTS "Cast-Crete 4"", 61' & 12"" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 200$. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS1, 1 None.D. QUALITY ASSURANCE By 11Tami-Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. mi any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By 14fiami-Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office, be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued b Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and a1'IGyfH E-S as well as approval document mentioned above. clay A. Makar, P.E., M.S. el ny A. Makar, P.E., M.S. l elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. Pr uct Control Section Supervisor ProcVuct Control Section Supervisor Product Control Section Supervisor ,/� , NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 E 1% j7 �" "'.''Iv Expiration Date: 09/11I2023 p Expiration Date: 09/11t2023 Expiration Date: 09111/2023 Expiration Date: 09/1112023 05 f Zo l2a to Approval Date. 08/20/2020 Approval Date: W20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -r—+ 1. None. 1. None. F. OTHER F. OTHER U) I. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- I. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Z 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. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I 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 L� -6-0 revision revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 2019. B. TESTS O 1. None. Q C. CALCULATIONS 1. None. CU D. QUALITY ASSURANCE U 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 CU w Z my A. Makar, P.E., M.S. CX Helmy A. Makar, P.E., M.S. 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: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J a E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 WATTRR A. TTLLIT, TR., I L EC(C� INc_ TILLIT TESTING a ENGINEERING COMPANY B M1.1sl AVEI 'LIEN 9 lel LIE :=1;kshAu ` n LA Li: NHOOO671S REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY; Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection EmdugtallAr. 4800 S.W. 51 Street Davie, Florids33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Waller A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 6IG20.3, Method I of the Florida Department of Business and Prafeselonai Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in ease of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMM-(P.EA.): Drawing No. 20-176, titled 020 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Wafter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part 110a"'s! Evaluation Report. K�A A. rt(AN, r'`�� I \\GENSFI.- -7711-No, *4jsr _'_'____4_ - . r�s; . $V---CDR it,",...,\'A4';,c* 6355 N.W. 36th Street, State 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PRODUCT KVALU&TSON BXeQj "r NL). 928.0E 2 2.2. TESTR_EPORTS; Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-509 dated 08/09/1996, #98-570 dated O9/1811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/10/1998 and # 2126 dated 10105/1098 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. DCM-197 by QC Metallurgical, Inc„ dated Mardi 13, 2009, signed and sealed by Frank Grate, P.E. Z&ATRUCTURAL ENGINEERING CALCUj &TWNS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs, design wind bad and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 11/03/08 and 03/12115, signed and seated by Welter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE' Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4LWIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Documerli (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. 1Ep,111111INNN7 a`"E�'� P k. iz( "e%%' �:: �:.- •\\CEN3e` ... S_ _� -`. a9t s7 �f : tit l = STATE OF O.c' , ,'Io 0 ,r'�.�A '. NSS/0:pi... ''a• h/IRN,➢UIH]11NMNN PSDDUCiC :V T [IATt�T W243 'E NO. 1042U.O1 3 H. MATERIAL CHARACTERiSTICS AND -SPECIFIC TiONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1,2 and 22 of 26, of Product Evaluatlon Document (P.E.D.). drawing No•20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20.176, 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tdfteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete black, and wood frame structures. Product Evaluation Report prepared by Wafter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteao, ins (Florida CA-0006719). aA'%'%1HMNINN,l0 \, . �j� A; 71co'%_ .4rV- "\CEN�E.' ✓� x 44167 = %&�'rsA STATE OF s4i'G',c COFil .. -�Q� off 111110 4VAT111 D,L TILTECO ADMON RECORDS L P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS. LLC t 20 GAGE GALVANIZED STEEL STORM PANEL( DRM N 20•I76 L REPORT t2D r&01 1 L I EC�irqc. TILLIT TESTING & ENGINEERING COMPANY WA LTERA. VLIJ , M, P.E. Ill .Corn PRODUCT EVALUATION REPORT R.",LmrA Na 44W FICA. LtpOle, M6119 REPORT NO•: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, I LC 480E S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr„ P.E. (System ID # 1006) to the Global Protection Products, LLC, Rule Chapter No. S1G20-3, Method 1D of the Florida Department of Business and Professional Regulation, This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and Conditions 21, PRODUCT EVALUATION DOCUMENT (P.E.D ) Drawing No. 200-175, trtied '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 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 into%(jti+ f�+�iff�ls Evaluation Report. ,0 yk,E.M "':.. 4;;py' -11 ff.. •\\r,,EN$.I:., �- � d;i1s7 i' - "o STATE OF ,.!wc); 4y,0.oF;• `�OR1DP lA" 6355 N.W. 36th Street, Suite 305, Miami. Florida 33166 - Pbone (305) 371-11 ,? p i_1531 rRfR UCf ICV IAt ATION REPORT Nn. 244717.02 2 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by Amercan Testing Lob of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, PIE. and Henry Ha#em, P.E. and Report No. 02f9.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by JuM E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as perASTM E-B and Tensile Test as per QC Metallurgical Report No. 1 WA-1318, dated December 1, 2010 signed and sealed by Jerry Jaelofano, P.E. as per ASTM E-8. 2.3.87RUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Parcel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with &action 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A T111ik Jr., P.E. 3, MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. VMND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to Sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 0, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been vertlted for code compliance to wart as a non -porous storm shutter assembly, as per SSTD 1249 Standard. PRr1BE=ZVr T. )ATIOx R 29RtxO. 2fi4=7 M 1 5.INU WION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 1 S, of Product Evaluation Document (P.E.D.), drawing No. 20-175. & -MATERIAL CHARACTERISTICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USEIT • 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 Tifteco, Inc. and signed and sealed by Walter A. 71118, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as define d on section 1820.2ofthe Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167). President of Tilteoo, Inc. (Florida CA-0006719). _ z-":- -:Lila--'t'1--t0! Z'- wAltu I` �J Dct TILTECO ADMON RECORDS (P E. REPORT.2010LUIRAL P9 p+' N PI S, Lyp GALYANtzEoSTEF1SrORA4PANELlORTVGR2D778EREPORT8200T27 i:.. ORiO .•_:(_' �s�,�p�� �y��' COMPONENTS FOR REGULAR dt: LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, s/s, 7/s, C a3) M CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAIKLS, S:tCLYI OR WOW BOM1O5 a i�NNU ON THE (SCALE t/2=t7 CUS UOD WALL M04O S SHALL BE LONG EIIOUGH HE MINOR REACH MINOR1W10, 2W i N STRUCTURE SEMO SUCH PANELS. / / 0. 3W/10. 4W/10, 6/5 , 5T(IRM PANEL SHOWN TM PROOWT ETML ATION DOCUMENT ),P E0) HAS BEEN VEWMF FOR COMPLIANCE IN ANPURAGE SHALL BE AS MENTIONED IN 9. 1) AND M 82) -..__.._ _ . -_ _ ... _.. 15. I"- (TOTAL WONT) - ._ _. - -. _- t5.196' (TOTAL WDTN)_ --- - 5W/10. 6W/11 a 7W/11 ACCORDANCE WITH THE 2020 (hit EDITION) OF THE FLORIDA BUU04 CODE (C) To EZMM Icy 09&-SPLTYIC 'M&W ; -M O.SS MM_+ - A2.SW (EFFECTIVE WOTH).- ----. - ` - - 1/4.9 TAPCON ANCHORS, AS MANUFACTURED It I 7 W BUADEA, MC -_ _ .___.. _ --_. -_ r VIIX..,---._ _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 t 9_._... r NO FORDESA WIND SPUOADSD S RE BE DETERMINED RI PER SECTION 16200E THE ADM RS Mt7N E CODE. _ /f4-10 PAIRLMATE FEMALE O AND PANELIMTE PLUS ANCHORS. AS MANUFACTURED 6Y ELCO CONSTRUCTION PRODUCTS --- .6 1/4• - _____ - _._ - - • -_.____.-__.-__—.6.290----..-..--_—_-_ �I• WM. ___... FOR WOW SEE SECTIONS ON SHEETS 10 tr 11 _ -.__-, ,.I, MM. FOR A NBID SPEED AS RDO.RfQO BY THE URAiSQIGTUN WHERE METE SNUTtERS WR.I MSTAI]Ep Nip FOR A D*MNDNA M FACTOR Kd-0.a5. USING ASCE 7-la AND SAL NOT D ICUO TIR' 1AAI0MIAll (AS"o) - 1/4"9 LAC SCREWS PER N.D.S. 1, /.3Fi,0- - 1.3,50'--+ 1.316D "` ! :" 1W. DESIGN PRESSURE RATINGS MOGA.TEO ON SHEETS 7 THRU 12. 14, 15, 16, 19 tr 20, - 7/16'9 . 5/r WOW SUSHNG. AS DISTRIBUTED BY ALL POINT SCREW. BOLT tr SPECIALTY CO. _ ♦ _( /,A _ i •'-' '\ 0.03r INN TEAM 1.330•-. ;:.' 0 O O +��,„_-* I ' "a _ - _ I GALVANIZED STRL. SHALL BE flEOUCTO VERIFY NE'tE! T A DESGADM IOM• NO LOADSEB MULTIPLYINGLTHEY BRlM06 M )? TO C I) 41N111UM TWREADEO PENETRATION Ne{o WWO OF TAPCON ANCHORS SHALL. BE T 1/Y AM 2• FOR elt0 PANEUMTE PLUS `( •` __ aA]6• INH- TN,M N#]IMRp..•'' ," i-t,{,+.; ! 60- „.. D.M..©.i�.i +1,4� -� 'T--�--1-- -r--i--•-1--1'---. -1 -I -Y --1 -I - I --`--?'-r--•I--�- -T--j -- --r- .. __.. __ ..). ..-. __i AND C.2) tKWMUUM r- PENETRATION OF LAC SCREW, ONTO THE WOOD FRAME LOW SWt BE 1/2"- NO tYMDARRD 2.O,00• *'j ) - ryp1.657 � � - `, t 2.1 y,,i,�- f I �. 2,Bsr � T ' T_ O, r1• ®+/:'� • /I i i I � ' 1 I. COMPARE TERSE W/ VAX. (A.S.D OMON PRESSURE RATINGS NO:CATED ON SHEETS 7 THRU 12, I., 15, 16• 9 3 70 s +�\ 7- G-� �v' i '-l'J @ (°) I I { IN ORDER TO VERIFY THAT ANCHORS ON THIS P E D AS TESTED WERE NOT OVER SSTRMTD. A 33R INCREASE M ALLOWABLE PDYETRAIM N INTO STUCCO SEAL BE CONSIDERED AS PART OF THE REQUIRE➢ THREADED PENETRATION. iWANIE➢ \ 1RWE 50 ImAINUM DETAIL A.7 ' - ' OETK. `, SRR55 FOP WIND LOADS WMS ((pl USED IN HEIR ANALYSIS. fA$fO4ER5 SPKMG r0 WOOD HAS BEEN DETERM9NED M _t. EDGE 1 W W GALV '7' _� ',' I i I I ACCORDANCE WITH N.D.S.2018. C 3) MWAVW EDGE DISTANCE OF LAG. SCREWS. INTO WOOD SHALL BE AS MOLTED IN THIS- DRAWING l._ :W. A "S L LIE, A , 46d 1 STORM PANEL'S AOEOIMLY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERN)EC IN ACCORDANCE WRN SECTION 1626 O _ _ _ _ - _ _ _ _ - _ . _ _ _ . _ _ _ _) _ - - _ - . . . _ .. _ - _ . __� I I .f _ _ t ',.� -'-. I O THE ABOVE MENMXIED CODE AS PER HURRICANE ENGINECRING tr TE5TING NNC REPOIRTS ED-SM, w-570 tr 96-T30 AND C.4) AYIMILIM PENETRATXX/ OF iY000 BUS/WN0 SHALL S/8' 1/{' P-20 SCREWS USED 51NALL BE , ./2• LONG NNNMUM �,.Aw I. I -.( -1 - I 1-_.__� ..-_) L. ),. .� L. 1 _.I _- ..� ( .� -- __L_1_ FTARS W70N TESTING LAB INC,. RETORTS 02032 tr 02126 . AS PWOCOL9 T,K-201. TAS-207 NW TAS-203 SHOULD STUCCO EXIST. ANO 1' MINIMUM FOR WALLS *"IT NO STUCCO - _ _ I'.7W_.----_____ _ � 1.350' $ AS RTll AS A1AtFIAM TEST LAM Or SoOTH FLORIDA REPORT QP2,9.0T-09, AS PER tA5 101, iA6 202 AND C5) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING (D SIM PANEL ® END STORY PANEL - -,- --� I �. I..� - , - ( r T. I I I 1 i i TAS 703 STANDARDS. WALL. A)X310R5 SHALL LAIC ENOLNX, ro RF/iCiN THE YAw STRUCTURE BEHIND SUCH PENES.-2.1e7•--. 1 i _ -} _ 2 XL AIAAMLA/ Et1TRU51d1'a `0 6083-T6 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SNOT 3 ANCNORACE 9Wi BE AS MENTIONED IN C.I). C2) a C4) "'..�. i I 3 ALL ALUMNUM SHLsj IKfK USED AT CLOSURES SHALL HAVE 7105-Al4 ALLOY. f/! t _---- --- -- ! i i i ` t I (0) ANCHORS SHALL BE AN5TALLD FOLLOWING ALL a IW RECOMMTNOMK)NS AND SPEUTCCATIONS OF THE ANCHOR'S MANuFACRARR , ./ 1.250- �1} 2.fe7- - 1 1I I ,- -. 1_ .1 - I i I I I I I A IJ.L 5710=1 SHEET 1&TN PANELS SHAD "AVE STRUCTURAL OUAl1TT STEEL ASRV h653 GRADE 50 M16WJY, G-60 PANELS Elm Ltl' `'' 1 I t06' R 4 125' 7,�. t/4Y-ID. I/IAA-20. .T2S ! I i i I I '__i 1r _ _ _ _ _ _ i ,v 1250' - - i 1 I 1 BOLTED PNIELq W/ 1/40-20.T' CALWAZE) STEEL CESIOHATM W/TY- 54.5 H. (AFTER ROLLED). 6 PANELS MAY ALSO BE UWALLa NORQONTAUY FO1101nMG NIST.WATION DETAILS SNOT ON SECTION 3 THROUGH TO (SHEETS 4 W� yi p" {[ - - , --- '�• i.115' -3G SEARS I04 BDA6 �.:.. '•- !UNBOLTED PANELS I i I I ( I INHROLIGHI 9) EIICFPI TWAT NEApEfS (3)tr ® SNWL NOT BE USED _ � l R O ---i I _ - - IS STUD RAFTED S& Frw MICA➢ i 1($EE sECTUNs As 1 I 1 , 4WI NI �L / �" 3/32' r '! ALL SCREWS 10 aR STAINLESS STEM 3W ON 3,6 A151 SERIES OR mRN,os+Dr. RESISTANT CRATED CARBON STEEL AS PER - R.a - l r • 2.090' ( ,2 t r O.c 12 R 1 I 1 1 I (SEE SECTIONS AS APPLICABLE) I .L7O' 1 J 10 171- a TO AN6E e . APaLICABI£ 9 IT $NAIL BE 7NE Rt3PON518Rt7`T OF iME Cpi1RAC'RTR IO VEI8N7 THE SOUNDNESS OF THE 511RK.TURE WIERE SLHUtTER O TO BE i 1 t0.�' 1W 1 ! /2• as ) ON 5001E W/ 50 k i YIELD STRENGTH AND 90 Mr TENSILE STRENGTH tr TAU COMPLY W/ FLORIDA BU@DMG COOT ATTACHED TO INSIAIE PROPER ANCHORAGE THIS SWITER SHALL OKY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRANK .09r I I 7 `.Y - 3.375• 09r 09r L"' 1E 1.500• R ,.5011• _i_ i 1..5.__ I - _�. 1.-� i _�._.) ;L_1 1. :..1-J E SECTION 24,,.].).a IAIEDYN65 , - E9x .939' 9JB• sEE ' 6. BOLTS 10 iR ASTM A-307 6AJ.YANI2ED STEEL. OR ANSI .704 SERIES STAINLESS STEEL iRRH 36 MTA YNNAKIM YIELD f -�� - 2., 5. .093, OETAL I j DETAIL t -1I-_ 1 r.I q.. ti r j._T-- , - .I. - �, j. - - - - - O 10. EACH K UL* STORM PANEL WITH LENGTHS OVER a'-S THROUGH ,2'-4-, AS PER SECTIONS 6. 8. 9 tr 10 AND ALTERNATWU aW, ! -0 )" - R Q' ---. - - - I I 1 I ... - --� STRENGTH ) ., L 1 -. 1.25�1 ( 1 -1M ..._ -. + i I � I 4 9W Nit LOW ON SWEETS 5, 6 e 12 RESPECTIVELY, SRO" HAVE A LEGIBLE AND READILY VISXI E NARKING INSTRUCTING OWNER ON �� - t ) i 1 I ` T ANCHORS TO WALL AMU. 9E AS FOLLOWS- TENANT 10 SECURE PN4ESS WUNTH. APPLICABLE REnIFORCEMENT MIR•/G PERIODS OF +IURRN[ATlC WARNING 1t. O .PS b0 1 �,25` 1 I I j i .. a� - ' I f 3 U) LO.,J741S413E..t"f Sri li I, THE TNSTALLAWN GORTAAER.W IS t0 SEAVCAULK ALL. SHUTTER CY)IPYMEO EDGES 1004" REMAIN IN CoMR/pUQL1S CONTACT wn), I I I. �I. lyj R -. 5' Ym,,.. I.5D0' i I '� I' 1 /'a-P TAPCON ANCHORS AS MONLDACTURED BY I.T.w BLALDEK. HK (MITI Pc-a192 R. ') THE 81ALONc TO PREVW WAND/RAIN INTRUSION 11SOM M VIEW DETAIL A (-,�. �' � � i..-_2.opp^..._ i , 1 ! I i i ' x.00D -i - - _ 1 _( .... _i _ _ _ i. ,2 STORM PANES a37ALUTiDN SHAi COMELY RYiRi SPECS ,NiMGATEa w THIS DRAWIG p105 ANY BUEDIrAA AND ZONING pE0ULA1gNt ROIKNDED CORNER O ENDS Of PANEL'S R D.M.. 4 1 4' . A 7 e" CALK-M ANCHORS. AS .MANUFACTURED BY DEwA.T INC- (AIR. re-30W PA W.' - - 1 j I ( I 1 __ (W 4 if4 sDID 3E ANCHORS. as DISTRIBUTED err ALL PONT SCREW, eau tr EsuLrr ea a h HEADER 0 U NEARER 4O �( ANGLE WRH STUD ANGLE WITH ®+ONO + F o a o I -t o i } R (Wn. r'e-JOOo 99i) PRONGED BY THE JURISDICTION WHERE PERMIT IS APPLIED i0 END LIP W( HDAIRD EDGE. r r w r (0. 1 4. 2 4, 3 4. 4 4. 5 5. 7 5. -, _.... _ /,4-,0 PAN[LWr FEMALE O $ PANELWIE PLUS ANCHORS. AS MANUFACTURED 8'/ E1C0 CONSTRUCTION PRODUCTS (N.T S) 13 (R) 71A5 PRODUCT S'1 COX RDN CT. i o WHERE R E.TK PREPARED BY 6 ENGINEER 5 GO�e C M0 GOES NLYf PROVIDE INfORMAigN (YIN. CrAP3 PA ) FOR A SrtE SPECNTC PtDUEGi. I.N. WHENE ENE SITE CONORONS DEVAIC FROM TIR PE-U _ I. - / / / / / 1 - MIK 4 IO AM PA [MkTE PLUS AND I ,/4' FOR OF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE i5 THE CONTRActoit'S RESPONsm lTA' 16) COKMACTCP TO BE RESFonsTBLE FOR THE SELECTION, PURCHASE AND MStALIATION NCLUOIK LIFE SAFETY Of THIS PRODJCT f? at W. 1W/10, 2W/10. 3W/10, 4W/10. 6/5 , 4 Y Ct.P-GRIP ANC'NIORS. AS MANUFACIWARD BY 'RV -FAST CORPORATION (1t-3600 A, WMMUM EIBEOMENt OF TAPCON ANC,ORS INTO POURED CONCRETE SHALL BE 1 3/4•: 2' FOR PANE'LWTE UVINF - 1114 A 2/14 374 BASED ON tW3 PE.a. PROVIOCD HEfSHE GOES NO OMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT f-"t 9.34a �T!, Tap [GEE LOGY 37i .�. .,� 750•' _.. 5W/10, 6W/1 i a 7W/t f p.u. H `D - -} Sop• I DF PANEL -,�` ,_ .Ise;_ - __!;*iO• 1:.25•_V/.y-7A W4 SERER ---- -----_-._... ...._.. ANCHORS. FOR CONCRETE SEE SCHEDULE O/ SHEETS a tr f _ _ .._....- r N -) _ i i ! : t SS STUD "he= TD FOR WOOD SEE SECTIONS ON SHEETS 10 a 11 A7) C LX-M tr SOA-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURED CO CRETE NO EMKDMEMT NTO (c) DNS PRODUCT EVALUATION DOCUMENT 'WILL BE CONSIDERED NVALID IF MOONED. %.".I (a -__ 37V .3a, - r .17E 65a'_ 640•( I L2 1/r oCSTUCCO SNOALL BE PERMITTED ,/4- P-20 SCREVNS USED SHALL BE I 1/2- LONG MINIMUM 90AD STUCCO EXIST. 625•) (-- - , __.-.I_ . f - i.NO I' RWOMIM FOR WALLS WTH NO STUCCO. AND WY BE HEADED SCRESS GR ALL THREADED SCREWS W/O NEAP. Ld) ATE SPECIFC PROJECTS SAMLU BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WANT WWWl BECOME THE 1 671• ,.671' \BUT WITH WAG NUTS ENNEM Or RECOD (LOA) FOR THE PRO#R AND WHO MLL BE RE502 49BLE FOR TW 1I -J90' I ,.oar ,.3.r a.ou• ,Lest• f'—PROPER USE OF TTE P.ED ENGWRER OF RECORD. ACTW AS A DELEGATE0 ENGINEER TO THE 6/nay HOLE FOR _R `\ �093- . I at 5• ELEVATION A J) M cCSE INAT 1+RFULSt STONE, R C15T CONCRETE PMtiLS, PAYERS, STUCCO at WOOD BOARDS BE FOUND ON THI P.ED ENGINEER, SHALL 5L19Mn TO THIS LATTER THE SIC SPECIFIC DRAWINGS FOR REVIEW, 'AT MAP 7957� l__, - -"R.I ' ) p6p• e_ _ _1 - 1 _. .. 710• REGULAR STORM PANELS EXSRNG COAL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE WIN SIRUCYIIE BEHIND SUCH I - Lac .083, 0e4' N-T.S. PANELS ANCHOMOE SK&L BE AS MENnONED IN A t) AND IN A.2) (e) TWS PED SHAAL BEAR THE DATE AND ORIGINAL SEAL AND SNMATIRE OF THE PROESSIONAL a2S'W •-_ - 2.000'- .064 ENGINEER OF RECORD tW PREPARED IT 7.060- (\5 KEY HOLE WASHER `� (e) lO,-.XSTI•� M Abtu WA.1 ASTM 1._M. 14 SHUTTER MANUFACTURER'S LAM SFNLL RE LOCATED ON A READILY VISIBLE LOCATION AT STORM • 1 W • ij1• MIN. GP ,/.- a TAPDON ANCHORS AS MANUFACTURED err I I W SAID", INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUR.DING COS. ONE LABEL - - D63' I� -„E TRACK ANGLE ® ,j/13 F' TRACK ® FLAT PI,� 2.er 1 /4' • 7/8 fAIK-HIV ANTTHORS: AS MANUFACTURED By DEWALi INC (MN. FN-ISIX! P.A,T.) SHALL BE PLACED FOR EVERY OPEYANG. LABELING TO COMPLY W1N SECTION I10992 OF 'K 0.036' (W ) `'�' 3��I-_' µA,o, , WITN STUD (AFL O.E%M -1 W1HOF VALLEY) ,/4-9 X 3/4 SOLID -SET ANCHORS, AS OSTR181RED EI• ALL POW. SCREW, BOLT Ar SPECALrY CO. FIOMA BUILOTNG COTE GALVANIZED 57EEE ~'�Q p TI , -___ — I j - /(MM. N'c leap 0 A i j TRIS DRAWING SHALL OILY SE USED TO Y. Ut- LONG - _ _.._ -.. I V' ... 14-,a PANELATE FEMMI tO AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELGO CMVRWNON 111111E fX#tAM PERMITS M THE STATE OF FLORIDA,Ap�✓W y� PRODUCTS (Mot fA-2071 OR,) �001M ♦IFI,..- I �� 63• "',Y.e EN '••:S - I/4' o CF 1AP—GIWP ANCHORS. AS MANIHACtURTO & TRU-FAST CORPORATION ,,t�•\tvkA:,li[-!'/" .37`'P _ 1'W.a7ss i .- _J 44167 MAX.iGAP �E A' T B,) MINIMUM EMBEDMENT O TAPCON ANCHORS, ELCO PANELMATES AND CF TAP -GRIP ANCHOR. INTO THE VC •• FLORIDA BUILDING CODE IR h Wba) NwrtCOi. Zone 375` ' f �- '�* `f' ,.......... N��r e!<ocK Hear SHAL e[ 1 1/e•. N,AVD ntrma. WC FP _ A __ I I ss * ; * FLORIDArLORIDA BUILDING COOS iB h Velocity Ilurticone Zom ��,,•'' EN •'• T FLORIDA BUILDING CODE Ni h Vol" Nurrioom Zone ND. 4 167 •' = 20 BABE GALVANIZED STEEL STOIrit PANEL aft N RF ) 063 TA_M_AC. - NIDKEL M aE "p,,,El 7. -q tATE 1� "M r4nm WIL F, e� umc. W F,. 0.27 CALK -IN tr SOLID -SET ANCHORS 5HNLL EMBEDDED 7/a' rNro THE CONCRETE BLOCK OR' No s - t _ 2?0- l2s- +T675'" *04 MVT si y'•• 20 BADE GALVANIZED STEEL STORY( PANEL DAMON �„ 44167 20 BADE CALVANW STEEL STORM PANEL .. w,, INTO STUCCO s+MLi BE PERWTTED /4- a-20 SCREWS USED SHALL BE 1 I 2- LONG Np6NLM STD CO -AS - R o••. C ' .' ---+ EXST. AND ,` MRWUA. FaR WAlls MATH Na STuccD. / D� i��' STA OF ` - �-= _" IL E C O ENe �Y GLOBAL PROTECT1011 PRODUCTF U.C.0oYe _- .s.opo`.._ .�E5ya�•r �p��1���... ��, © KE%.F� �Ar ., 0 - I,/gy p SECDON =*: N y iF n 90 :' MET rMaAtE.Aa uWaN. 2WK a wH• 20-tT6 r P�Re ' -' OL081L PROTECTION PRODUCTT, PROTECTION PRODUCTS. SL S , Men a. 91 sTIMIn U.C.U-y {AVPI1 ?c _ - . "CQ Ot` u. ar W. f. a w.r. AMR- r. MH. . E9aMNr-NWN4 FAX MN -em O -_ ��� '•. AM SA, 6+ SOW - T4 `-sS; •... — PAR wR _I n aw m_,W, ,IN @ 2 X7"XI /4W &Totm" ¢T. USE WOW Mn fY/OT ^ Ki CARLLWii 1agH�. T N.T.S. ATE OWE So,. 20 t 76 eL_PAlIEt. 8 r ut L � [N AG IL E C O 1«e. TE LLC. an. i,,l�ON L /�R ,INKIP A Te1P NLN.; PL n-i- , A, aNAONR w u w i", a Nr.H Dow".: Ae TWA t i ant ,RRW _ N. _ RONx M-)GN-75N, FA. (ae) oh w 2D-176 10 I. Mt. _" all a. _* XwRw YMWe a AWw p v (wWw-7"t, Fft O0Npee-An rLOWA ALUYINLIM ANGLE MOK LMK �ASWR w/ A<DRt otaA wM An out . a.: PFR m a �,F s w ue c - s N. , eYR en-YR • 7/Yh7/31' WA9HE# (SBU/IESS N�-00aa7Ta rc. a. FRNM� e4 rA-pOR/IN _ _ SRO OR AID1E PLAYED STEEL), l SAL/9e1AStIK/DtIC 71UFR A T4{R A. PAL PA q-•M $"M 2 eF 7Y N •• M./WOWMWJMT[ W7D1 A /WTI a., P.E TNW e` r 19e77 ] aF b t7 , INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR CONCRETE OR CONCRETE PANELS[ni dE a BLOCK STRUCTURES Co." .A.m cm SCHEDULE ON CONCRETE ANCHORS SiH1S 9 T.OKA"" e) COICRi[ .NfAlall (SEE "S 9 TN Z ON )pR[CfE ---{. -- a t.WIaMH 9) 0 aIN01ETE ANvKOIR --- EXISINIO IgOR@ (SEE salmML ON } I (WIZ �A2MZ W [�� �\ _ CONCRETE IIEOMEO: � � MEETS a RWIa19.N a) 1+' ! EXISTING POWWED 1 COt1O1FTE REO{/RED'' �__ :HEEts. tNRalaH 9) .. ,/7. 6+ /••.A�9yyyT/' as 9WLti Yin....,J+ ,"I _'iT' Wn.-. -../ T?aYA1•r1Nw, ,.E-- /4' ,�T -' ._ ,'l `� - FE-- n fE-- 7 -.- ���:`I.91'Gtf/[ __-'i(P'`�5.�:a l9W1AIG Pi•NIRP EO ,; 1 I f b- EO i , - _. _- _I _.. _._.--- _ I _ E.D. r" I~-. � {/��/ { CONCRETE REDWES. : i`,An I �\ \,ti`+ I tip; 1 y„ Y 1 I pIDii \ R - t �wOOPOr E' ) TW910 R I N $ .. .. • a.� • L I 1 _ M)F e i.{•' e• ag $ 1 MA , R YHI �/.��J $ Ra KWOHQWTNM�[ I WpA ,O"N,. EBFM80NI 1 {�� I CAW Nlw e 6 Am 9RD . I7 'Ir OO ), i '7 Mr Oc 1 M M o itYR I a.'_/ }p�ME a �,eR I (� y 1Q,pYW>� iR! I \% m rA.F TA2*,R J nAxN 1 1 I G®Tw_ 1 aANaS '- 1 1S0 I .r, e1PNIAX. rP aM9a 1 i I NH ALNA 1 I Q I A 1 i -- i 1 O I i R 1 i I i 1 I I I 1 I 1Gjj 1 V- �} , ENr i I I 1 I I 12 88 4 E srNG POURED E D I 12 Hm OC i a� r Eo I ECOYCRETEPM g" I i E aSFMG PORTED E O 1 12 HR• OL ( i CO%OC REWRED IWNX w. r, i I 1 CONCRETE SLOCK .. CONCRETE BLOCK -I . + -A , , _ _ ,v - REQUIRED. I - - I/t• ,END T R 12' ` EXISTING ., 1' YIn. t .� r - -- _) CONCRETE _ .F. •REQUIRED - all emrwO - 4' -. Y T � 9A I '6i AfX .W/ sa10-- F.N . n d aN (xE ae.ImMAYiioRsoN --e a. eoNfAETEMa 9tHWDiA ANCHORS `` OR 7?G.W�°L� AY2 (xE EosDULEAM' a -, i7'" (SL[ SOt6QRE ON SHQIS 8 IIIIOUGH, N) SHIM 6 TIMOLOWN 9) SHEETS N THAa10H 1) WNLR a TA OO" 9) 51•i4f 3/e-1' SOME 3/6-1' 9CA11 3/e-1 SCALE 3/5-1• -- T- __ ... ------- _ ,I a E.O. EDGE DISTANCE MIL SCHIRM I _.(1 (SEE SCHEDULE ON -Hjm1I .�w1B„ o" { IG) I I SHEETS e e 9) 1OOMAN. 1 �b I i e ' 1 o I �[ FOR C711«IN710N SECTONS: 17 t •4t :' I� I — , r L• 0MINN, P ER A. nw TOP 8 BOTTOM MOUNTWGS CAN BE INSTA LATI N ANY WAY TO SUIT ANY INSTALLATION W s� ...ra , EX" POURED FLORIDA BUILDING CODE IR h V.IocI Hurricone CONCRETE5/4w REawED. E E : * : * I °QOEe T n40 "tl 20 GAGE GALVANIZED STEEL STORY PARES a oN 1\ .elf TATE ' *1 ss a•. ' n/JR c/W GLOBAL PROTECTION PRODUCTS. U.C.0. = usss ,. r� •/,,/ 1VAL E -ytyy g- A.. YW S i, NR.NL WY®. a » -low, OM)WO 4* H�JC (W)•M-Mi 20- b,-ua SC" 3/0-1 • INN - aeRN N. , ENa c,-,M, awl G-OOOKTI9 -�•" r - t /0AR ,W#,1N„A T-W11 �.. �E as tF-pR _ _ 9K@i WOyXA- am rUNnNAor rEAIALZ R ►AIEUMTE Plea ON v TNw-NNW CONCRETE ANCORS 1 • -- ' omm ON SIFT a 91 9) witcau ,• Iy� P OC. I' yR�ET9 a T1alOUaNON e) . -i•.- _ W". i ,/2. _. j� 4• IE'9S - T-_ _ Dp�L% "c""" CO. x G--11E01ANT0.sit�. fl ' 3 Z. 11 a1 EXSTNIC PORED I OCONCRETE K I tI 0 $ REQUIRED. I I 1 t I I I 1 1 1 I.. L __ ::.___ ....... _... it YA I t "m"orrt�' I M�NMUI 'I , f0I"M MM I IMSOa I--. Ra 9DNwWri I aI S6e I CO., / rP ells I IJe1t m au I �! 1 e. I of I , I f�I,,A/y I 1 N>-. 3 I KMO .Ktr 1- = I i f7/o. 1 :1E` .- I 1 O6TNG POURED E 0. I CORK3RlC ON - i ^ I (R "rotmn CONCRETE kooR j EiCANO�RETE POUREDIaa I _. __... i 1 CONCOM {RACK REpUIREp ._ _. IN'� G�,3/A-�- ,WTI Wt • 0PLUS NWAMRMAiE i txK10RETE HVKJCo4 ��2��'�_Aal;p4•PBINE •-1• M61i�E1Ts O OF TM-Qw ON MM9 a6 THROuaNOM e) -_-_ SCALE 3/8-1- ,tl'-F 3 ' _' y DWVNG W NEW 1. WIDE . MOVIES n I/r E.D.. EDGE DISTANCE i9C TK ALUM. TUBE OR 1. 4 HEDU (SEE SICLE ON - _.' EXIST" STUCCO/ PT WOW PLATE SPACER ISHEETS 8 Ih 9) ..._.MOOD "N0 f 1 s • NEW OE I- WOE. VARIES A 1/8' , NDTC f0R COEiB9EtE7LOIA OF n TUBE ORi. YARN6 i P; OD MOPUTEALUM. CER SPN 1 BID TIVWOW I top 0 BOTTOM MOUNTINGS G .i � ANTaNORs I COMBINED ,N ANY WAY TO SU1 ,y ' • • SEE SMOM.E ON , �NSTALLATIOH. SIELIs t TIIROupM 9) - 1 TRACK C.M. cMIOWR ,NdrtOl016-+--..� EX1sRMG'I'm, . y „A, :Ame HMIN W S. `i'; '•• E CONCRETE QR — Ra 9Wi01AE I I1Y Man W. van MSR TO E COEDREIE BLOCK am RW a 00 , ' aN Wei, A a ID 3 An )� REWIRED. TWRat NOR. SECTION •,,, No 4416E X_X =* * SAIL FOR SPACERS REQUIRED BOTTOM TRACKS ADJACENT TO SCALE 3/8.,- AT jQ�� STUCCO/MrOOJLRAM - S O'( gyp... Ai0, a F,G ..... _ EN) CLOSURES QnN S FOR INSMAM IN POIAFD CONCRETE. CONCREIE B(DCI( OR WOOD VALID FDR REGULAR. LIE SAFETY AND E Z HANG SfOR11 PAlEL SYSTEIYI I , f 114� .e :Fire"' �-. 1 p ® m " . i w r- �, •1i,vs,"�p V ' 6 ^© V _ , I WPo _ $ ' M. a, A_(PLAN1 T y ji s EOLE O/16.t" IOVARPU` err r NMM'0O-b 3/1 I CASE R fplArl] _I ./r AUWE s-,• _ L- , a� i i . r,. M ,a umeNN p �//m'�\ ,V.r i' �_ ~` ® , ep.�7 CASE C tPIAN) M� F� �p R SfAIE 3/18-t' "EA111 LANs I saaE 3/1NF-r r - F+•' r Lao ae.oWR6 nut. a riM"'ao RRF'I°.e " am WRr Nw a W 'N" a . - - - rr'� LnWI"Nia• �,, ,, � t"MNL IWARaP /iN, .y —lMr. _ M�IIIR'AIM,.-.- itl. - e � � Ri aR NHWA F4u4 b le.t P_ WA M Alml (D°'® CASE F (I+IAN) srALE 3/ts-, +M1IY CASE E (PLAN) srALE 3/16-,' INSTALLATION DETAILS FOR REGULAR PANELS do It INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ANCHORS; FOR CONCRETE SEE SCIDRLE ON SHEET 9 _ __ T. M. ----- WOW E SECTIONS ON SHEET T2 _ ... _. P�Up[D FOR ...-DR CCaWNGRE BIOCK �"�11 WNCR[TE BLOCK ORCOAgQTE OOLBL 3 MaW z.er r Mee.; *E�0. . CONCRETE-1 SO.ANCHORS REONTm MxMPER ANCi46 (MR WRAP -1 WWE YN]LT1 '9, *wit wo T Eli. '- - 9WtT CHEDLkA ON I9iQ19ab0ULE ON AO W" i. I - 71 - 1 E_ I —IE_ 1' ' ;' 1 1 I 50Q i 'I OF T I 1 1 e EI( ED. D MAX E.r 3) t� C�7. r _ F- _ _ 1 /': m»/ i r ' __ 7 Y 3/H 1 _ ,. NUF a EA9N i I •.IPWWWW I _ 1 n` Ie 1 i Ta f j j MRwAK a ,#) ' i � I I 1.417, lMO.A! i a I_ IMW- 9N n "' I Y 1 ' T. I I E w rev b f ear e { I ExrrT n e t I 1 r 5= if :� Y'IL I Ise aaa'� ' 11R/6. /OLD, '•7 N I � i' 4 aOLB W/ `: { $ r , ., . a MAXLS. $ 1 1 May I I I I - WYNO NOT .�FAP, ( G I N R . FAL11 * F 9 IW1K) MO .]2lACN _ I if - _ Iyy❑ .__,.. ___ _ N: _. 1_. .. 1 _ . N i __ ,..__ • 1 -__:.- __ I— rut , _-.-_ ..._ -:. • I i , i - I ~( I I r� , r° or It Zt4R. San r YN. _ 0.a .®a ® sB 19VQ NOR, 4 I I'll�rn NAK 1• 1' Min i IM�t (•, "r i i tJ 6 MAI -- -- - FOR woOwSEE SECTIONS ON 1T ONCRETE SEE SCHEDULE ON SNEET 9 _ /,�J' - - T NAR Ea ED tiEtWt STORY PANELS t ICA ELEYATIOt1 S, u 1 5'CKE J/32'-4 :0 41111 1/4. MAX GAP Li _L _ I • s .Spa•. I 2.6r _ ! ; - .. -._.)NM.- r" "1 Ht1-I-2oN314• Ss. BOLT ,r. i---; ORION. pRRiHp ., nCF 1NUFl) - z4 ' % A1/ 0-20 /32• WING NUT - - - - - O 1. 1/2 D.C. _ ANLYIDIB _._ _ ._ .._. _ _. _. _ ___ - AII, w. S00.- COMM" AI .MM S,gt I Z ON 1/t' MAX (j, W/ Sm (SEE SC em" ON -- (SEE SC,E6t1lE ON 1Y SRn» SHEET 9) _�oORO" on SECTiDN A -A fTw_l ---. N � al ..-- AE OROOKE aR etol"w aloe SCALE 3/32--, REWJM SECTION 10 SCALE 3/6-1- SCALE 3/e-1 SCALE Uftl;,. E.D. - EDGE DISTANCE 1lE1Ii fDR,Rlrlt'IaE �' SLC[)1N4 (SEE SCHEDULE ON TOP A Sormu MOLMETINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY WAuAnON. -a--• N a) CO —Cu a) .4.-, N CD fl. C '0 L_ c 0-0 ca -v o- .CM U � to U = 12 -2� ^^'' W C C O LL CU _ .� 0 ca. 0 CU C1. I— IIII -0 .� co Q N . S I o W."o W 15. cl / J A an 74 ca 04 ul- N ca 4 0 y N 1p CIA c Ta 3 M d d m 9 7 G = W as 7" "I.-T US a - CC C2 (s- 0 0 mi Z C < Z Z Q J •�9 • CL 6-^0 rut _f__ r ICU L_ CL U PRO L_ a— Y I M� W W SHEET N0. SH 1.0 Q 4 DiINCIONS a.l p SM. ta WON 0t 0) a WALL AND FLOOR MOUNTING INSTALLATION FOR ;Ao .. SPLiT PANELS am n+ m 1114:176x •/1/`,NNE t. w°o1x.'s � 2•.N+t/A1W-«' tiN t 4m,arJ 25W's, .10'-a• 1TI9. - -� -^-r-*'-^-r- .. Ai a 7/2 ANN ED. x STALE: i + . t M�,WN 4FYi4. NdILYAN"Rlt[ Md.11l :ow 2tM YIN. ~' 1t (N WALL m sue dWW"Vo MULL" SCYED1.11 E RN Y f111/H tSpF! 4blTA 1 � r j{ � # TtlrNO1N« z .Ia* OOlin + pEji rube lac.wcw N. NNk RNON W IEnbn,M N M,a/i• " N1N[RNTE d 6,M T XIII MAIL 1 T • + ! ± r i ( (t ear . sM�,ma VA MU UMIN SPAN (l.) • REQUIRED Min. TAME MULLION - 4 .•-r 2'. 3*. 1 f6` 3,5 '-e" To b'-t0' 2" :.• 2 r: a• > 6'-t0' TL) 2• A 6' t «] 6�ac Mt. AAS 0- t p ` W TO +S6Aa5-0i2.0 p,W.f PRESSURE PA7NAi SECTION 1 nm x `�" ON atN D SLUE NPTE OSTORM PANELS ON TOP wifOM SO TN4TR Rob^(RJAT TOP ON NOTION . LINE PANEL OPE,NNQ W/ TUBE TOP A NDTTOW) INSMIATNN1 - ALTERNATiYE IW 9GALE 1/a' . 1• WALL MOUNT WSTAIIATIYI - ILTERNATIYE 2lV SCALE 1/4' . 1' 114TE$ 1. INSTALLATIONS ARC ONLY VALID FOR BUILDINGS WITH A.S.D, DESIGN LOADS UP TO +55.5, -72.0 ps.f. AND PANEL'S LENGTH UP TO 3' 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL TOP & BOTTOM MOUNTINGS CAN 6E COMBINED IN ANY WAY TO SUIT ANY .Iaao. • ANt .t.xNaE Iw Wo ANOa 1 €7 WNINI k/6 RdpSY�a i 0!«W RAMP ' �4�Chl. 3 , ___I Y •^' 1---ar. ram, aw • Aa wuuN .,-: SPLIT STORY PANS ELEVATION SECTION Y-Y `-PP Rw�JN•�610 SCAEE i�t� 1.rae. Cam: i� CEIINC t FIMR YOUr(TNIEi WALL t F1DOR WOUNTM MAIAi:N�= - ALTERRME AW DWA1 L A S - &UM% i SW (SECTION AT TOP IS LIMITED TO +55.5-57.0 MAX. SCALE, ifr t' AS.D, DESIGN PRESSURE RATING.) SULE. 1/4* . 1' #{} ts• m atlx ✓aa i NWORm 11. 1 p1,nW MnDW® �'"Ro�°1°aoN Neoe YOU1ifRIG INS ALLAM ON - SECTION SAW SCALE: 1/4' _ r FLORIDA BUILDING CODE With VeroattY Nurrieano 7 MAXIMUM A.S D. DES19N PRESSURE RATING A.) AND CQRRESPONDING MAXIMUM P�,FNGTN NO SCHEDULE room eMAv WNm TiH .-A sea.ken. ATOMk AO OPw een.l.Ne MAXIMUM "0, RFTRi4�1,7 Lk.. LEwIIM f7 ply, OOMMN mI M.Ja'r. -7L0 Y-r OR 1LSb 2 1/.' tMBpUEO T TWA) .S&S. -72A R?-V ro !'-r W.. 2 3(a' VoiR LIM t TNNU .36.a. +7$a >W-r' TO 11'-2' INm1 2 1I2' 4 ..3.N. "a6A 12'-e OR LE% 3 'Ir 6p � ` M � . • b2LTED VI ,/F'W_mI* SS. " A ,qI2 W N 0~ A mcuw M OF PAWL NLW ONLY FOR PANELS[li& 6A1� NSTALLATMNS AS PER ISECrONS 1 THRU 7. ON SHEEIS a A 51 JAO.AA1 A&4. 0ESON pri3m Miwc (e,A-y) mooKs, tommib LNIzIm; Pm E.a, - 3 ,/2' - imor 0 & PAN COMMONLY" , LDbM 11' iN•.t 141 OF 114101 WOLIN Cr 7�P-aRP O"-N MtRtlNTE PHWE a PNNIILLWWT RAR TO CDNL"I To •70 00.0 cm: TO G� ro FMNLYE'f'NE m RAM 1D CONW:RrL TOAnn' N t0 Ca,lF/ATE am - } 6• r N/A N/A 6' r 6` 4• Y 6' T (eITTa11 # N• N/A WA WA 6" N/A 4• WA IF it/- (TOP? 4• r ff/A NIA N/A N' NJA S• I N/A Y WA 2 OWTW { +33A. -7210 e• N/A N/A N/A ir 1PJA !' N/A 4• N/A 3 & . (Tlw'.) I Y-4• ON LESS IR MESS R' S' MJA VA e' 4' Y E r a" a (I1mTaN1) N' N/A WA N/A r NIA r N/A b' NJA.. 7 iTaPJ $• 5 MJA NIA rF r r N• r IF . A 7 WITCH) NfA NfA ,2 T/2" 6 IfC ,2 1J2' 6 if.' W if.' 6 1IY 8 /." 4 1/4' S (fOP/BOTtW) # SETT ROM 10 t It MR NA'3NRS. TYPE t 9MCW MR INVi LIATIIOAS Was WOOS FIR[ MKOMa IRA" NXNM SMEpm AM MWNNM EDGE asuma: ARE WKA7ED am THIS SLnF " MR CO. LESS TWA N6M'ATEO ON 'We" "ma NO" W%M by M,LIRS.TNO 6PACNN wmw ON SC4m= E we P umm NWTLw FIR m 01,100ION TO ME PaBee I PACNO OERMKO Golan FKttN SNAL NH NE LESS WMM iNHOW $NACAQ 1TN0ATW Poll LAW ANCHOR TM AT ANCNONS LMD& AR T/4 1/a5A -MIX�fI/a1 i/Oil 1/4. mt, tomm VAWN 6A) U a aE1/O-tONWm.No *6OinN R,1 3 > 3 33 I/2 I.1w -&; N . Lb) 2 a S V= + a t(S VINYL to ppor Rtl10R 2 ,(r AO aLT D; I �:�IL3�•1., nD.TcS; 1, iNSTALLATI)NS ARE ONLY VALID FOR BUILDINGS WITH A.S,D DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO ✓�-W 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EOUAL TOP : BOTTOM MOUNTINGS CAN. BE COMBINED IN ANY WAY TO SUIT ANY I Sj� TALLABON DETAILS FOR REGULAR PALS INTO EXISTING WOQD STRUCTURES y 1 Ytl+//Yy2'uL1Pyy�MW4W►W YaG WI �i , ' 1m�ET1ib,NiR IWNOLR E £pt. ` ' gg rS ED .-. " k ai 1 1 k INOO N021O1 WI1AAEa I WWIIIWOI t i THE 1 W ALTMI�'(ISL 2W 9CAE ]/ll+tT: #OR SO�WrAk Ta MAW 1 T i Wia4. 1 N` ED[ C. I *, E5 Inil W�caNIRF� om PLAN `I ..> WATSkA 67 TN�1mNR Lj nxTRN�NN ALLLy� '� • 2'H' PLATE ... • LRE1Te11! NI PUr[ SCALE i/b••,' SCALE 3/8-1' 1ROLYIIEO .. CQ 1'T AafVE VT_ IYWLTAI117MY �MtSNOT SHOWN F0RTAKJMN FOR i - INSTALLATION 14-10 P043AM PLUS IN,TQ DETAILS FOR REGULAR EANELSa EXISTING WQQD STRUCT__URES '• 1 _ t ,a-10 P(+ELW1E PLL)S � ; h + Ta-10 PANELWT£ PLUS -i 6 tJA` W/ 1 Ito ,_ I PENt7RiNwM TO i TMrtpR TO ev00 EN PENETRATION ro TFISTING } [Xi5iNNG WOOO fEIHDR EXISTING FNORQ 110ADEA � 1 E)SSTNM. NOW IiEAplTf ant I y 1 - 11 { i '`� i I EW1n RLO • _ 6 l/e ac. C1sw s)fo W a 1/.' 0.0. § LWn' sac 6 NTH NLL wOQO MEN,En 2 ' , WOOD HEADER 3' " ; ra+ Lfl�n- .> REOWNN:(y--_ _ NM+. 1 �L , � REWIRED __ • �• I� t _� ,E _ � I SEE SCHWA W KE SONOXAE ON '9LE SQEOWE Ew : Fpt III9fP1°MMT1011 TONSHOT 0 - TW A I in _._.. PNMID LENGTH {SEE N07E t) YS r/ 7ryY i - `{r]y - _. IA2c PANEL tI.'t-;WlN1'ti.5. (SEE MS r( ?JNPf • � LENGTH --- NOTE 1) 1/.Y-SdN•aS N( T/Yf '� Mw PANEL LENGTH (5EE NOTE 1) � MRt CAA► bM(S SOS SIR 7 OF fx' `L' i. WAIT 1, ' : dT MAXI R i I MAR e t I , t 41Ub e� ,Alt Y a t . ;,• r: •,1 r(E"aC 7AY iN0 ' -.., . ..jl Eik EFO, , N2 N«2'.. I .fA•W JIG SCREWS ` +. I _kit i r as r/t t/s N TRATIOOED 2'Wa' wow "An .: REOUONN -. . _ 74-10 PANELNIAIE PLUSaJWrED Q0-P -ff tA. • . � z•.a' 14DQ0-P),I, L! NEOUNtED " I , bNNbflW7�l PENF.TWN/1, pb' ` I OF PLAff LAID or PLATE1i 1f4'9 LAO SCREWS • " -.' ,�. AT N6i11TWTM Of PLAff „ Sc,LE 316-!' IIDIESt SCUE S/b-t' SCALE 3/4-l' 1, INVAU.AT04 FOR ALTERNATIVES Sit. 9W & IOW ONLY VAUD FOR BUILDINGS. W(IN A.S.D. DEWN LOADS UP TO +43.8. -".0 P-0. AND 111NM11FLLN A Tit(;NA+1 PA E!S LENGTH LW TO 12'-4• L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN S . •`dC l �Qi!,: � ''•.� PINE NO. 2. W/ SPECIFIC DENSTY OF 0.55 OR EOUk_ V� FLORIDA BUILDWO CODE Nth VelocityNv no Zane N6M FDA (•D DF SECTIO S� ' ND. 41 s a " B om $111m, AEC. 28 GAGE GALVANIZED STEEL STDI81 PANEL `a. dYwN of. COMBINED IN ANY WAY TOP a BOTTOM UTO Slit( ANY : -q""ri"6 � ILIeM;. PROTECTWN PRODUCTSI LLC.O:. INSTALLATION. a10 OAr" FL 33aN. 20-176 � A F�=.> •A% � � � °MCA�400b�Y 011N m_a�. "saw (tlQ�W'TS�, P,i4 SHR)NW'-W)47 aa.wa Nb 'N� i1PNT � iPk . T'I'« - wA1101 A A'.. P.F. WNNXT a2 ar 21 (SEE SC1 I W� ( 9CHE0 W CONCRETE ANCHOWS CONCRETE ANCHMPoR rWt w'ITaO SIFE 4ECnW W SHSHEET I u: SHEET ,u SHEET ,.)t, 2�NY tw/13 1 1 $ ALLOCA7ND 1 S ; 1 1 $ AT $ 1 IN T INSTALLATION DET II - _FOR OPTION A t FOR LIFE SAFETY STORM PANEL SYSTEM Y RVLaEo Comm" _i 1 1Ap, 1/4. 2/4 2AJ41 3/4 aR 4/4 1. 2 # 4Wfi5 -1 AT END PANEL. `, rT. _ _ T°-0 , f2'..-_ 1/.`# LAG nI1ER5 • r ac, r! .,,� 1 -, # STUDS � INTO EXISTI9 WOOD STRUCTURES awLm CONCRETE I T--' -' -- i - - - - i > (i0 HOLD pM Ei bt3• W. (CAM ) p--. 1.... O ':`. .., .•._ �.,,:::' { ..,t: , .,.«. ,`;, ! . _., _ . ..,.. OVERMAN r r #F°° (rw wwEU (wTDNa t.nraa« vNata iwtEalN nww t£w I - - i�i - �� I .1T 7 •«Wa/32 T•(Mi5) L_._.. k �.... IN. ON • EYLRY "V MUT d 5r1N) • u ,m.N;. Ip•E@ - N _ r/4 s2r' NNRIM t .'Wsi` N.ElWE N I I ! SCHEDULE /I SCHEDULE jl iNyTE1N0R PANEL ENO PANES t/a' ' .yi �I INTERIOR PANEi END PANEL R� i 1,i E f t ._ W/ nfb' REM. (CAI *3 1 r/ ({jf 3#t! t{{ j (p�OR J •-'-3' --' FOR NOW. ..•:•.'FOR MrM. 3' A aR 1� 3CHID(LIE SCf#'CIriE 6Eeg t. _.-. �)[ i t } _ I 1_. l_ .... t. i I VANCHOR p ((1 .. TO ♦ 2 rJ at. E' IAk, ( W Ta • T2 1J2 00. .. - ;.-) _�.. _C.. .. _ .. .. _ '••^S•°-+^ 3 F�L %2 Fixt L- 3• _ # W (WEE DEt ,/1. { C1 (SE m RJTW) . .�.: opt LRRELI MallNT SPXM # # 7 ..SP 1 f r 040 DELOC BT TH i�ETbI6 1� WA MQUNTING iHSI N (,W&LCABLF�TQ SCHEDULE 11 t 21T.) N.grjaWN SORIE: 3/T6' . 1` SCALE; 3/18` : I' STAID .6a/12 H O.O 3 A rMa wLir . €Wn >wm {j7 (j an 1 i i lintE7" `I/ta M Y UM 5 D, IG PRESSURE RATING [n s f 1 AND PANEL I NGTH "L' SCHEDULE 11 ! - w I2 ++) MAXIMUM _:If.N�b) M►AA�XyI�5{U�E�MS ..N //MLEHaE y_ ALTERNATIVE 1 ALTERNATIVE 2 OIL=w .MAXIMUM O08J (WFE•� T i 7R t OC �5$f • I SELL t11a) I I4 REMAINED• �, Ij 9 fA 3/4 20- a/4 OIL 4/4 tH 2 ec W15 t, z Tw/ts INISMA IM INTO CONCRETE A CONCRETE M=9 STRUCTURES T J � g wMLUW As.a aaRN w.. rNRI 1aiO, NRAWw tWiwnW WNwL ffi M'TiL01AE 1 I .� wµNuFEsAF£ryPANEN.. tt SHEDS F 6 T {65�...yiya.:l�utrt:G�NDfAffi__mP a eettOM W.+ D s 1;z• • NwmAR t t aN sm 1i R11 ryL , LOCATKRF of tfE (SEE NOTE tBELOw) �' M1.N.3 "O L.r 1MRw,WJ ro O� AREA WfNo iR£ SAFETY PANEls rxn -REP r-b' a s!.' Ne0.,ID to MASS _. .- 1a REBtxVC PANELS W/ OR _. ---- SAFELY PANEL -J MA%MW A.&0. TANLiNN rY TAP -GNP NUI{A-RR PRtlMR tEMVE D TMNEuwi RU3 ?PALI,RE a (SEE Eat£ I DESIGN TO inSECTIONS / A MAXIMUM PANEL W/T) REG1LAn TtERCNs �- - / l ' - „ 1ELtW/} «LAST PANEL (D TO BE WA UED AS PNIES51m To CONCRETE ,32NCREIE fi 11,1mWOnNaml N00.M b ro to : GLOOM om LIMODN I OLJ - I �I._. (SEESCONCRETE AwmTILAr ON ,r .. ,!f, -:.{ -•, FIAO1yLL 1YE SAFETY STORM Pmm OPP" SHALL T BNMO OLD" M= MADR btCC1t IF THEM SO S61T 16 AM NNWGR Tiff t VACM Pow WTAUADONS AM WOOD FWAG N WO, (ffi fC1SHECT W (•.WOPTIONFOR ALWAYS K PROVIDED Wi KAR HANDLE f MINIMUM NNWOO VMWILX AM I"" UK OW94M ME INIADVED OM THIS SCH O JIL FIN i EUN ED SHEET r4 Wa,A,fa TX111CPLiE J ) TO FACMAX 4WALLAAM R' NIDIDED N" N/A NIA N A 8' N/A r N/A N' N/A I !N 2 CW) CA. UIS3 THAN MPGTEO W SpNONt Ravi $10" L: WCNNO L' WATPLnMD SPIOM _... � 1 TO 1 OA3L4LEO WF REMOVED FROM ROAM �P } _ WEpIIRED '-r'- .. OF 519NlCTtI� S5.D. -72-0 N• 7' fi D' 9' 9" s' N• S' N` 1 (801TOM) 5'-O' OR 1L55 SN16«1N W SttM GI A D FrnN:FACTD FACTORS. FDp Me THmi OR TO NI oosvblE. _ r. �E IIFG)OEO SPAgMO t18'MN® tNSN6 FACTOR BNWL MI' E LILT& 1HAN t1NNRW 9PACS,O iffF fI,EET , �.P ELEVA I ION 6F EDIAE ON N/A Nf# N/A S• N/A r N/A O" NfA T a 2 (TOP) Ngwn FOR EACH ANCHOR TYPE a moon 10NM0,. � - I '.WOOD +SSZ -MO W-W To T-6' PPuu _ WALL MOUNTING INSTALLATION ATION WALL�il0 FLOOR MaINT1Nc INSTALLATION REKWU sFxE a/sz -T N' s' N s N• 7 T/2` N' I` N' N" 1 (ectimm) �11"T _t_/+. v- 1J+w _ t1+. -T(� =-,- - I woes vaE 4 - SECTION 1 SULLEN 3J8" - I' - SECTION 2 SCALE: 3/e" - I' - 1 . W.. aP ® 0 1 t Ja• tla.. f N/A NIA 1. N/A 6` N/A 6' N/A i & 2 v. vmm I -I' +SSG -T2.0 7'-6"Ta g-b' 3 3 3 3 21 ¢ ..,..... i' -I . N' 4` g• r N' 8" b' 6' N' N' r (N>4TmAI) WaM.. NWTe11 oeloNi¢ I. fN NOTES ON LYE SAFM Jma"&E,_=ft� - •mr.W,Nv 1Aa 3 s a 3 3 ` 1. UM SAEEM STORM PANEL CAN BE LOFATED AS AN END PANEL (FIRST OR UST PANEL) ( -- AOYam pt�� DR7. s s sMetl�olt a �Js ,ram i ,.s Wt. ALTERNATIVE 3 ALTERNATIVE 4 OR AS AN INTERXIR PANEL.. (ANY PANEL LaGATiQtI IN BETWEEfN rho PANNEIS).. fAt ArTE1bCR NNMRUS. iA.TFRNATC IaCATION s. 3 a12• • ,g „M UFE SAFETY PANELS MAY OR LAY NOT BE INSTALLED ADJACENT TO R€GUUR PANES MI NOW ,J AT EtND..PAMEIi �NED6� r A P--J�]It FL{IRRI�ILRn caMartarAs AT FROM w. Go_ _`_.__ ._ _ i ,NY LAO SpRWR 6 Y aG W/ t 1J2• SEE NOW ,} .._� ___. _...µ _ _. ._ INN _�_-. :f4 TAWW PEMERNm OR GN/ OR WIG REQtRAN' TiACRS.J ... 2 1/2' . - ._ _.--_ ; nI*V-W(s" LOAD N 0 LR6MtNc. rJ . i LINO i S/L!' �, nM1N TOP d AnatE} aWR N isRNn a 3' WA Elo w W ANe10 ApLN,IGBLE t0 ' .. LY_ .._ _ _ -----. I'+ t/av-m s" &S Ms.. n• GILL OR % NaSOn A$O: _. - . Y. LIE SAFELY PANIEL GANFSTS7S DF Q;43N' CA,VAIWZED STEEL STORM PANEL AS SECTION 8-8 NWS18N 7 sEc1I a MAxw,wM PANEL, ;• ,m 1so Rs Ta'A-m oPLUS 0E FMAME N DR �,TERNATIVjRWOOD PRAktE. CONDITIONS A. ANCHOR LOCATIONS PER COMPaNLENT . SHEET 2 SI DROF 0,. P�WNM ` - TVf LENGTH '1• (n.) ,NHN _. �. --.1:�._ 'm NUrI1Y1TE nos ! n« O.0 w T tfz' w,. SMALL, 3/6• . t• THIS PAEdI ALNL� ITSELF TO SE REMOVED OR INSTALLED FROM THE INSIDE SCALE s/s2":t' RATOND .fl OF INCH ,.{ A T1[ ) STRUCTURE- `-d "R, ...1i•�/ N� s , r � nNNT,EIIWM to F]YnLONOIMOD NDOE . lOa/n£R TRVStS NOf SINDON FOR tA(MY pgNMR .49.2 -51.5 ;" } a t a 1/2' 2 (WrTOM) 7'-8' OR LESS ,{T�E'T(y • BEN �•� Z WALL ►AEy LRNu 3. LIFE SAFETY REmmNas Top TRAcx To BE COMPONENT @& NOTmM TPA" TO AM p TIL(fr +S2A -66.4 3' a• 4' . 2 (90TTT)N) T-4' OR Lass S3`: � '` •q MOUNTING INSTALLATION 9E eaMPaNE Tjj'0}As PER SNEER Z aF TlastMRNG. a�'•��rtP,,.: ... d,1y 3' ALTERNATIVE L TERNS C4WONEtii iB)FfAY eE IF,FTALLEI) YGLL FLOOR MIX)NTE9 F04 LOWING sEL`TION5 T & T�" .E� < y +SS-9 -72A 2 Ttx• 2 1/2' r 3 1/2• 2 mcir ) 7'-6` aR LESS x No. 44tliT # -tom IV �,.''�i'CEN c,•.' 2 aN THIS SNECI. AS RIELL AS DETAILS i & 2 ON SHEET Ia. i`: �ENSF •, T a s ue' V $ FLORIDA BUILDING CODE 10 h Yetolt NuYFiaene Zan +55.a -72 D 2 1/2" 2 1 f2° N/A NfA 2 (yOTTOM) T -6' TDB 0 - # : FLORIDA BUILDING CODE If h Veloal flu cons Zone a FLORIDA BUILDING CO +. EGn. IFELGIFt FOR COMPONENT B 1S' -, 1• N A A.. 7•- 3' 2 Boil 6 TO W-N Av MOW. ANCNQR SPACING FTNP POEM ANCHORAGE A7 �TI'oM t5 OMEN ON • +55;0 -72,0 / N/A (BOTTOM) ® IN ✓• 17020 TA Eaa. W4 /P q arOl6 ILrECA NG Wp rYPva A,EGO, iNC ct>f1 # T s 20 6N10E GARVIUItZED STEEL SiWhi PANEL: P F �+ 20 GMiE DALVAIIZED STEEL STOW PANEL 20 GAGE GAWANREI & 2. SNEER A •� COMPONENT MAY BE PERMANENT OR REMOVABLE. z * ' �, • y "yCr) •.,,RLQA1 - DMan1 n: LDffi j : I 6I(aJz61C S'$' • « ' m/2y14A« ,, +65.5. -7 .0 pm ONLY M tDa 74 1 wnM AS.P. OFSNmN :aNQs W 10 -�' s �� .E� c /NF �y PROTECTION PftODU(:TS, U.C. TW4 +aba, -n.I PW AND PNNUTi LOgTN N!P Ta a' -NC. p •. t a10 • PROTECTN 5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET IS. �' 9•.• 0a * :. _-.. ,L E Wr O IIEC. PRVTIECiTION PR�DI . F L{�. aME. �t` a` 5 !� 0 .OW f.Y. S, WtREET 2: FOR N., 2. W/ PTNNE Cp15TM1CiC1A AS O Cook- ro K SOUIIWWI F /w •OWN = b SEE SWEET a FOR DETAIL APPLiCAs1E m THE NECESSITY MR THE INSTALLATION OF 3 .,E; t i' NMML As1as2,. �y �"•• •••• fL �, I[I• ��w O INC. 7 ,ry"Fss & ANT aML R auto 2O-t76 t fr, NNE. w. A W/ vEaFc NIErNSTy a o� m ea>ua.: n $I � A�• �'' + °'"«• NAIL AN 3W. A Nb ERA wINN OOTw1. w M,WW ,e,PNE (NSyMP-JSNe. EAk TNSFJIm-b7N7 - e'1iu. dwF V,O1=nw MeF LaN N• r... ..f F)Otl-7E.i. FA'c iSnFlrO-02O2 2DR1FAiO inn: PANH'FMu MFHNR ` w•t.. aD n ur �`NOwOA oo - PNON6:.LSM�R6-7. SPACERS AT TRACKS (NSTAELED ADJACENT AND BEYOND TO STUCCbtW BANDS ..... .... • NINON Tm-Hm . Ia . aN6 Nm-Loa _ _ - ... is.rx .M,. ......- .� N N L � _ cu OL a) U O O cu U cn O L_ cu cn E O Q� L L .0 .0 �/�� yr Q c 0 =O W ✓ tt CT 3 C4 m yG U_ C3_ to N Ca a a" i mt as m al J Q 3 � 67 C, W Cc T EO CD O fU c- V / cu O L CL CL U ^^O L.,1- QD V / cu SHEET N0. SH 1.1 ��w ice, IS, T.1W/,�� M` INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM ANCHORS SEE SECTIONS ON SHEETS 17, 18, 19 t 20) -- - } INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES , MIN, D.M.Dr(� - -.. - '- --- - -" --- -'--- -- .-- - ii otAPCON ANCHORS 1,14 : OPOOON ANCHORS -- 1 /' of cMOIIS 'a fOKooH wKYIOXS O O O O O o e POURED CONCREIL %i POUR6D CONCRETE POMD wwaETE PONIED _ _ 04 CONCRETE a CONCRETE E ' - ---- -- TAOCK REOAASED 1 etocx IEOuIE➢ 1 �"T, -`� _____i-•_r- ( I .---- i �-{-- t 1 ;-. ,la. 9La0at RE'O,MKD �1 \; , t BIAGc REQUIRED TITS• 1 ( - ! OF , r-c OLD 0 P'tm+A• PAat LP{ 8Y'Cb SIOY P SEL IE01#M •ARl • ., , IF- NO, wwwr 1 D ; NIn oWwsN m W IWwMlw1 m ; Nk >awWlo m _-- relmrt M a F• aA .� a m.�Ea ! e ter•2 r e t ,j•T•.Ea�/w7+' - j A PANEL LENGTH i "mow I rm ,q war ,w { At J 6 (3iE SCHEDULE) H/6J. a j f a y a• K� - N 1 NM MYr • v • , =M.1 q ' ' ` ri y -i'6CA110W • vE wraly- I � J: � I; Na w Tn'n 7.. ,. _ _ - , t � � liv' wPN ww • � I - , PANEL aDTRDr Lxwols •-_(�O_ ,kk i t _ i � i - � i � R,el; °Hour • _ ;Ix ]A/17, 401,017. m/-M ra w o�yu•rr�aR�wrp RTo/T7. Wtt. Ee/te }' I' Not 90/10 7Aw/19 • AW120 �y,� rr/19. nw/19 • •wr/YO I• MIN, a. ANCHORS (SEE SECTIONS ON SHEETS n, ,e. ,a a 20) ._. _ ._ CD QJ OPTION #2 FOR LIFE SAFETY STORM PANELt`�i ELEVATION E.°4• E0' s ED.• ED. ) 4 N _ SAFETY _ - _. O ® - 7 a.. }r wutD rAn :_ 7 t £ rIII 4 rNwr wTNsv,ER 2{ J _ Nw+tA _ - •.:,.-_�. •. .Y-20.1/.•Ss. M.S w/ 4-_=--__.:._>- - MOM j / 8'w+JJ32• waW NUi wASNFR ::; • 12 1 O.C. BEYOND) OW. i wau - 1 �/ N �`/CI a }/}2' wPq �.. - 9 ���7y (BEYOIDj , 4 TAPC(1N ANCHORS 1`4• tAPCON t 4• . ; N•aNNN WASHER O 12 1/2- O.G. '-•A NUf Tw1SI4ER MM _•z -r= •" __-.•?, TAB• iAPCOM ANCHORS 1 4• tAPCaN ANClDRa -�4 In• O.C. : ...'A. 1 ! a 1/2. O.C. (ST:;. W/ STUD) (STUT O w/ SN0) S A tn- O.0 zxmm_ POURED CONCRETE PCUIRW CONCRETE POURED CONCRETE a CONCw1:cNEGaID1CNK a CONCRETE BLOCK a CONCRETE BLOCK -. CONCRETE at= ROMANORECROSSED PIDGIN" SECTION A -A WAu ,I�LIAflGL4113A RE°uBLED WALL Moth--- WALL MOUNTING SCALE 3l+e'-, MAXIMUM A.S.D. DESIGN PRESSURE RA ING 31 AND A T SECT N 3B �p O UFEyEFTY PAUEL O REWLAR PANEL O LIFE SAFETY PANEL I it) iGR ,...1k1/T sFMt 3/8'•1 SCALE }/! _, SCALE 3Je _t" SCALE 3/8•.1" CORRES�NDtNG��IMUMPANEL�NGTH `L' SCHEDULE 3'uGEM,�F'`r'P AORw me '!•'• sa ow to a 20 Fa Rn0 ANCHORS TYPE a wmN �TNTNI//*� r a No. 44167 =i FRAME euum FOR u,AmNa no w now "am (w 2 F•� •p• •.• /T z uPN"",/isN+�ittaAE�:aw im � •H.N.w,RON 2 Q\:•� � GEN r'� FLORIDA BUILDING CODE (Ni V•ba NuFrleane ton• tia[DIAt Fa EA. ttSa tNw rDNAftn ON Kr,w y.,,, w R) s '� : V ••• FLORIDA BUILDING CODE h YN Nun MAXIMUM A.S.O. MOX. PANEL LENGTH � XWOM INC Sam" mkct ANCHOR VAC D n JS DESIGN PRESSURE L (t, MlrouuM SEPARATION PANEL �,�'•,!ctOR10* : •ti 20 GAGE GALVANIZED STEEL STORM PANEL Fv WATI LYM SINORi swm ON SCHEDULE Aplla Y - 1AOIDIN No. 41 i * `Owe n,tm, At 20 DACE GALVANIZED STEEL STORY PALL ( ) TO GLASS CONDITION �� D•xM E• n THE FOILOeaq FALTOIY. is lHw ,_ I ,_ - �rHt= :' _ ��'''�� _ RATING (D•s.r.) (S£E SFCTi0N5) m/LNVEw• mA°aNG omroArN n NencFa Ko1 zlE9: NIL. EI '<LR`- FORMAL +55.0. -72.0 8'-8" 2 3/•' UNBOLTED I IP E C O PMc. ,a0e A1. a,, rp rAa1 RANCOR r1x DM T,a cHDxAE r m GU MAL PROTECTION PRODUCTS. LLC. •DE Be UM It" UNaA S ACIMG WINATED ° '� S lE D s OL O6AL PROTECTION PRODUCTS. LLC. ' / u wr a. r a +Nr. «as a Aww , WOOL R. Sul. 20-176 3 1/#• - sA10,K�; . RID -Z.7 .aON PL 34 14w . wr, AN W . :Lew «1-,m t1M)Ma-75W FAN: GMHM-M, $S " A r. Nk NA wwr Nras•, n « "as. (RAIN ?"L FAA, (Pe•)MP-S'A7 a_OCcn'w He N.. a .w AN ter. w.N TRNMY rr 4y 1 N A r: "�Lrt m-uw w , p.N m-,a _ PE ffIa/SGRATIAE/0.7E amI A ttuJl A.. P.C. mw E. WALi4aYT1EE/MTE FA-QOfN2i4 ®R•N am is OF a wu A TALn Jr.. PJL RA 17. INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES T' .- - wm RR :' _ - "REDUNEOHO t - ,} .• % .1 . -. ALINED „-71EOLAEO t 4Y TAPCOM a O' O.C. -S ,,(CRY FAPtON • a• O.C. -: • t/4Y rA•COH w r O.C. r A•r GARCON O S' a.C. MIN -- __ N1 , ,n• rN. TLNfAOfL :; , l -' - iL'J, ,J:• Mx TLa¢ABm r TON Ai W000 nON AT WOOD PDa7RA710N Ai WOOD 'I R AT N000 HEADER HEADER HEADER fi HEADER A: *BAIA1 I, R .4 W436 U 1 ' A UPI NP sDFAAW6N f j .•A, waAwaa DUSTING `� ExIST,Nm i• M•A. wAas Off S nC " - 1• N«K 'i oAE aGrmuM PANEL LERGTI ON sw III , .L. PANEL LENGTH I eN w41, NO i (SEE NOR , BElDw) 1 (SEE NOTE I Sam PANEL LENCM «� W. T�NAIDAl1/ I M.EXISTING. ![YPA,YHIPII I PANEL LENGTH ,2AS5 '{-• m FOR`, (SEE HOLE , BELOW) GiI95� m IAIOa � -- _ p _ (SCE NOTE I B6DW) - -- i Es (FDAai f wQst ROLL ,J.•P-2W,- i. ; O�IN, r!.•P-2p.,• _ i 7«/ONDYNinl/u ) em - i 4 wNU ;: e• ,� Y S• f i PENETRATION Al MLOwOM OFPUTE`C'a•l n Ora /4 S MAw/4/4 IL M.S. W/ cw3/72 IJ 71; /32 W'HO NUTcow. WING Ml, TTJ/B8 e . 7/3YwRNO L wASIEP a ,! tn•OC WAS[R (RYONO) 10 WASER S12 In' G.0 NLT ffR (MYOIID) '_-_a C4w/ STUD)ON C THREADED ° OE RATE _.� w t 1 TgM'AT W , ,nTtlNMPAT II y IIDwa .. - - Na0'M ' WO°O RAE W00O RA7F ' t% RAft a Puft - _ _ - zREQLNM 2 _A' WOOD Pure ...__ ---_ -- _ a: woo° PUT. - `.y. - _.- RiOMMED REOUMF° . ATM uTERNATNE 7Aw b REGULAR PANEL SGMt 3/6•.1` SEALS 7/8'_1' sc ut 3/r.1 • SCALE 3!8'-, • p NTIL/,/ EP •� �PMS •JG ±P ,. ITO -55HON6 ARE ONLY WILD FOR BLENGTH5 p TN AS.O. OTSiKN TOADS � FLORIDA BUILDING CODE NI h Vetoe NuMoone Zone lW ro .%.3, -720 PSF AND PANEL'S LENGTH W To 8'-s' sawo 'USED. INC, A.P. r NO-4; •G 20 DACE GALYAttl2ED STEEL SiORM PANEL Da•W n - 2. FOR NEW F100D FRAME CONSTRUCTION WOOD MEMBERS TO M SOUTHERN PAR 40, 2. W/ SPECIFIC DENSnY OF 0.53 CR FOUAL =1k : %-TT OT/Wy, e PRODUCTS. LLC. am �` GL08AL PRO7EC1WNl IE C O �+'•. t "IL 2Ne. sneu %•,�iLFS .•. •fG• N: aW ar a,.HOP wwsa�s+•"tN. n+ac unow -7764% PAD, ooss-sm 20-R76 am m-1m A.. ww D1-1m llllll /4 lE. 96AL/wWM11tE/M1E t'A-0E0a7,a �•N• _ fATSR A R Jr.. P E I PNY WwIT Y W M INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES Ali T� a1MREA D.C. :. 'i I) . ___._1/4•e rAFCON o 6' o.c W W/, t/2' wN. TFaEAocO PENETRATION AT WOOD - f1ETE1RA710N AT NgOD HEADER HEADER I I/S• •: ,12' ' MHO. 2 I WOOD HIDER YA 7 REOLNX 'ED- - � li iPtt II G •L• MHO. PANEL LENGTH (TOE NOTE I BELOW) r 2-N' W000 PLATE --.)/B'r a 3/32• WHIN NUI REQUIRED WASHER a B ,/4. OC. 014-10 PAlEL1W ,A,GPL{DS MN. 1"4 11 ETRRTDII AT M&MM Of RARE WALL MUMM !!lSTAIIL MON ALIEBtlI W-PAAMD i REGULAR PANEL SCALE 3/e•-I' MOSS, ,. INSTALLATIONS ARE ONLY VALID MR GUItDXmS WITH ASD. DESIGN !LADS UP ID .56.5. -72.0 PSF AND PAWL'S LENGTH UP TO 8•-11', 2- FOR NEW MOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE SOUTHERN PINE' HO 2. W/ SPECIFIC DENSOY OF 0.55 OR CIXAAS_ WOOD HEADER 2' 3 Ain. YPARAtIDN p DIGS i EDSI114G DN SSE 10) NXA35 1' Aw. PANEL LENGTH FANG Hirt / (SEE NO <✓ T °ELw) 1 4'•-2DN7• NOTE 7 r 3 32' G 2'A4' w000 PLATE 7/8•0 3/32' WING NUT RfQUMm I ' WASHER • (BEYOND) IS 4 1/4- cc, ATE I ON, iN11FAMp ION AT MIOWOTH OF PLATE WAU ALTEEINA , a LIFE UM PANE SCALE 3/8•-1" T t I e' EDP r ' - -.A 10•0 PARELMAIE PLUS W/ 7/B0 . 3/32• Wm NUT We"M • f 1/4• a.0 REQUIRED WALL IM REGULAR PANEL SCALE 3/0'-1` WE SEET 10 At 20 FOR ANCHORS TYPE • MOM "a wr ! I�IY9C no WRONG FOR RmY,RLA,fpR INTO IRIOD MIL NOM room 0.) 3 3 mME SLALOM WON" ANCHOR W OOM AND W& AN EDGE OWTANCE AE UKAM ON INS NNn.•" RI ] 3 SCHMM Fa OLD, LESS THAN AONATW ON 504MU M= ANCHOR SPICING In MILIPLYNG SPACING SHOWN ON ECIEDIAE M4•K4 a.r Y w 3 3 1/2 A■fl Ea an alwim Ri01011 MY INC FOLLORrs fACTOR L IN RHO OPMa1Dn TO SE FORBORE RW= STNOpR: G9TFARD LSMf FACTOR SHALL NOT BE LESS THAN MMWW SFA410 49MXM- FON EACH ANCHOR TYPE ON im SCwwAI Y .___. IN- 1m 3t m T G I A iS` �,Wr AYI • ''uCENSF No. 44167 P.ESEALL AIM. n s_ LEANS STOWSMEM I E-2 "AM SWAM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LO.) WETS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL I E DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL POET A WHD SPEED AS REOUIFLED BY THE JL,R6DCTON WHERE THESE SHUMRS WILL BE INSTALLED AND FOR A OMECTDNAL1fY FACTOR Kd-0;65. USING ABLE 7-16 AND SHALL NOT EXCEED THE WWI% (A5..0.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2E a 26. IN ORDER TO VERIFY THE ABOVE CONDITION, ULIBAIE OEM" WAND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO AS.D. DES" "C LOWS BY MULTIPLYING THEM BY 0.5 IN ORDER TO TO COMPARE THESE W/ MAX. (AS 0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 26 IS 26. N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,ED. AS TESTED WERE NOT OVER StRESSED. A 33R INCREASE INALIOWA6lE STRESS FOR WIND LOADS WAS am USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S- 2015- STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION +626 OF THE ABOVE MENTIONED CODE AS PER rENESTPATON TESTING LABORATORY. INC. REPORT / 2032, AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. 2. INNS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF TE OPENING ACCESSING IHff OPENING FROM THE NSOE W/0 THE USE OF A UDDER OR LPT. '4 6 APPLICATION IS VALID WHEW INSTALLATION IS INTENOFD TO Or PERFORMED FROM THE CRISIS OF STRUCTURE. 3. SEINES I000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WNOOWS WHEN INSTALLATION 5 REQUIRED 10 BE PERFORMED FROM THE INSIDE OF STRUCTURE. 4. SERIES 2000 INSTALLATION 6 AND APPLICABLE TO SINGLE ADOUBLE HUNG AND NDWONRA SL OETS STYLE WINDOWS WHEN INSTALLATION 6 REWIRED TO ■ PERFORMED FROM THE INSIDE OF STRUCTURE. 5. ALL ALUMINUM EXTRUSIONS TO BE t163-16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SAW. NAVE 3105-1414 ALLDY. 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASTM A -SW GRADE 50 Min., OALVAIZED STEEL DESIGNATION W/Fy- 58.5 NMI (AFTER ROLLED). B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DON W/ 50 Mal YIELD STRENGTH AND 90 IOW TENSILE STRENGTH StSHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 9. BOLIS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL WRH 36 0, MNIMLW YTELD STRENGTH, 10. ANCHORS 10 WALL SHALL BE AS FOLLOWS: (A) TO EXISTING VoUNEO CONNCRET - 1 4•0 TAPCON 1 / ANCHORS AS MANUFACTURED ET TW. BUN.DEX. NNC- (MIN. 1'G-3192 P.a:.) 1/4• • x 7/8' CALK -IN ANCHORS. AS MANUFACTLWO BY DEWAT NC. (MIN. /c.3000 P.Au.) /14_10 PANELMATE FEMALE D t PAWLIAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRlCTx7N PRODUCTS, W.-JAM P.r.l) AI) WWAUM EMBEDMENT OF TAPCON ANCHORS IRO POURED CONCRETE SKILL M 1 3/4- AND 2• FOR PANELAATE FEMALE O IS PANELMATE PLUS. A2) MM" EMBEDWNT OF ,/4'0 X 7/5' CALK -ON ANCHORS SPILL. BE 5 7/0' INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PEM.RiTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL 8E LONG EMMIGH(SHOULD ANY FN64 MATMAL EX" TO ENGAGE 3/4- Oft ANCHORS. A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LOAD ENOUGH TO REACH THE MIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWA 6E AS MENINED N AI) AND N A2). (B) TD EXNsnwl cGxNCREtE �Du,� R� 1/4' • TAPCON ANCHORS AS MANUFACTURED BY ITN. SUILDEX, INC r 1/4• P X 7/0' CALK -NH ANCHORS. AS UFACTURED Of OEWALT (N'm-1500 p.v) j111{e 4-10 MANW- PANDA41E rEAAUE D +HID PAWLWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (I'm-i071 P 4.i ) U10Y PAIFUAft PLUS W/ -"-_. . 3/3T• wRlO NUT YTILSNLT (BEYOND) jeouRa CONCRETE OR CONCRETE BLOCK REOUNED WALL_ IiMNiil-! IN TAUATION •u������ SCALE 3/6'-l' P.E. amAw 1a1ME/W,E N N r °tee n/011a. 20 CANE CALVANRED STEEL STORM PANEL COMMM sY 0/!WE C PROTECTION PRODUCTS, UC. LIEO ENE. � St sow ONE. " 330514 P-OW (M4)•M-YEHW POOP M4)r•-M •- r. a +r •.•ra A DA« 20-176 �. ­ -"-I DIMWrYr SAO MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANUMATE FEMALE O IS PANELMATE PLUS INTO CONCRETE BLOCK SHALL M 1 t/4- 112) MVNANWA EMBED" OF 1/CRY 17/e CAUL -IN ANCHORS SHALL BE 6 7/6' ONTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN01iCH(SNOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4• HMO ANCHORS. 8.3) N CASE THAT PRECAST STONL OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL M LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORWE SHALL BE A6 MENTIONED N S.,) AND N 8.2). (C) ANCHORS SURER. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHCR'S MAHWA11 IT SHALL BE THE RESPONSOORM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO INLSLME PROPER ANCHORAGE. THIS SHUTTER MALL ONLY BE ATTACHED TO CONCRETE• BLOCK OR WOOD FRAME BUILDINGS. 12. THE INSTALLATION CONTRACTOR IS TD SEALICAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH ME BUILDING TO PREVENT WWO/PAN INTRUSION CIAWK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH t3 STORM PANEL INSTALLATION SHALL COMPLY WAIN SPECS INDICATED IN THIS DRAW°O PLUS ANY BUILDING AND IONNG REGULATIONS PROVIDED BY THE JURISDICTION WHETS PERMIT IS APPLIED TO. 14 ATRIAL 001004 AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS PfflW ON 15. (•) THIS PRODUCT EVALUATION OOCUMEM (PLED.) PREPARED By THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFK PROJECT, Le. WHERE THE SITE CONW06 DEVA7E FROM THE P_LO. (b)THIS CONTRACTOR ING L*T SAM OF PRODUCT BASED ON THIS PED. PROVIDED W/jSHEE DOES NOT DEVIATE, ROM THE CTION. PURCHASE AND MISTALLATION UOCONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (I,) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (I) SITE SPECIFIC PROJECTS SHALL M PREPARED BY A FLORIDA REGSTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE 04PA iR OF RECORD E.O.RJ FOR THE PROJECT AND WHO WILL BE RESPONStBIE FOR THE PROPER USE OF THE P.E.O. ET4GItEER OF ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SU&IIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS :OR REVIEW (0) THUS P.E.O. SHALL BEAR THE DATE AND ORK)INAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or RECORD THAT PREPARED R 16. STORM PANEL MANUFACTURER'S LABEL WWI BE LOCATED ON A READILY V618LE LOCAIM AT STORY PANEL IN ACCORDANCE WITH SECTION 1709-9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WIN SECTION 7709.9.2 OF THE FLORIDA BUILDING CODE. a --a N N Cn CU O N -f U CD c -a 2 c ca o -va- .M V COO O O !� O O u- O .� -p O Q� cV C) cam .0 . _ �/�� V / Q a C= w a M 5 Ka CIL N_ a fn -0 c N 3 O w • c m � Q 3 cc d � • c o A :P C u >r COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 (WE OfE 2 snowy Z HANG STORM (SCALE +/2-1') INSTALLATION RETAILS FOR SERIES 2000 AND 1000 - T'/24 4'/2 4 V/ a w/o ®• ® (w FOR a ,WONT •�r� ,� MR CONCEW &40cm � r � 2724 T /24 canaE+E ANC M f FELNaaat a (BLS r e°a.) PAN POURED CONCRETE OR CONCRETE BLOCK 3' SCNmAt a SHEET 2t TOR ROOD IA:IE,. r- E ^'----- 1.59I' ---- - « rYa FEE SECTION a WET 24 MP. AT Y -(SEE SCHEM" a SIftT Ya) --"' '� ,• L 2.Tso•---2.581•---• 1'YAV f•,r' ` a•nSR4T4T'GRa -. ,., 6�a- 15.19a• (TOTAL WITH)-- -- - _. .. _- - --- - f Ili' TaT• SAS) !OE ope�c -� li1EDM i.i ,moo,(,, (EFFECTIVE WDTNO ._ _. - _ ._ _ __ - ) - --- - ---, 2.25D--1 y - ao a g1 wwcr m)� t,e salAE -� r `.IWcn Y�LOAXw ��� S:w'•li' :r f`t -- _ - ) wwNF® w+waTw• slE ,r.•v.w Cn 1/H' ) ' / n /✓~ ' EDP p San NH i,4pp d p "WANED COO[ G --, ]s0'�.,y0p- ,__._.-F I I f i I. I I .1 i I . -T E. I rJ-ip------fD- •. =omNPWW-- ( IA TNo ar Lp 4 0- 4 PR ' i , ���I+ ya, �� 1 Ng A a) 1 TrP. 2.244' h4' )1_1 - ..) i._�.: .�.1 �.l _I. -i i �.. _�_ 1 I I ' f l ' _Ll �. 1.. I. .1 ►..3 _�� i ► �.� 1 -', _� I .1 i _ I a T: RFI.w� III I V ,n1N-aay.: ;. 4 !w eos V r \ Nw �iD`iFl• A/' { 2.iS7• GAVOT MRI. POCK H,EtANEP_. - 1.SOD• 2.500' _ 7 - _ f - -. - _ - _ _ _ ---- - C 2.00D• 2 -/' / I TIP. °BASIN AA 1,� EDGE � ,tea. y i .tow i I iEDiw0l1 wNEi1F. twmwam PAWLL)`.._ferobw MNEu i-'T'!-'1-��-r-•-I Hw z •E• r�r -,- ) �. �� sE x L. � 1 .1.1- }_ ii +�'�r r rr,T.r •.__ HEYLNEo r 11 7.2N' `TEE N01[ t >. A OFtDA : I (Om ►Alai r ( ^,•W+•J t� I tERLERDR vANAEt i :;:.� ��.` .N/DRw�H Ir ._. EDGE GRAM s0 YN•RA OETAR, AJ _ I I I I j I >M NWTE 2. 3, .Maw SEE a 3. a °�}°W NqE 4 I i i I SFE xOTE?t'a�EO,.ow - cwnOT tNrPl I L •., -__--' A G-ao rxV. • �. 7?S. « A� , ._L,_ 11 1 lJ 1. 1. I. 3 1 `ice 1 ; 5 1 '< i f.. �L CRONE tl i i ; . _ .. ..BETAS 1 s 7• . . I + 5/16, /A.w NO,I - - � s0 • I 11, -"t, VPRDSTORY PA_I+f2..70 r �. T1 i > 11I-�I i-.IIlY�x.L.{j )..,1I"� �.�_)_��..-�r_I��.�.�_ I i_.� �._ 4Dx 1 � a � rr I I, 1 , 1 � � 1 � ! 1 � O !� O REVERSED "h' TRACK O3 REVERSER "U" TRACK N _ 4 I I � saam" Wt WCDAK L i 8 ) i i ^ •-A ON Warr as N a srm n R 1 v• sw• Y.i / ! SEE NOTE • BL127w. NO/L 3 • PA[UAATE (tyP) CDR M . 1/,•� 4. i0R Mti i t CRY- a' UE VNNEL•S ENQ l) % _ _ tGOADVA� - 3• -1 Mt-_�_,Y�- - _ • At wOVMt1tIK y/►EYaNw/W w /DWr,ON /S�[Ya3/w WE I 1/1'P-MWP Yh 7GAMTON 1 T W! NEW" COIN. - Fj'� I _ �»..2j0' 1' Caw . SFYiOKb Or SHRTw00EE T' AT F11D a I I!r 1 11:. AT DID PAK6TnW I m CRASS aES NN 'I { TO aA65. 7/W' M � CAW 0~ Mm Mat. r M LOiArfD 7 M CRASS. 7 1 3 �D• �j N l SE NDE 3 ©a ©w OK w 4- O Ta ((� INKY oYONM O OaM 1 N HIND 6 F M.�• i1LI0r ! 7 r TYPWAL ELEVATION FOROPE 7 DU ALUM MS NC PFA E wrrr I 1 I i H ---- 1 1 Otwl' awAW i I _.. Q 8'3' I • oaENUPiCMa AUMR M P'RONpEOAT LY/W/! Pal ' i--- -. ✓% _. RFAW NANDIt TO PACUTATE MSTAtlAna/TYPOF INTENDED TO ISTMIID FiOf1 -�. -a b p , 1 Rp \\+� 125• 125• _ K 2NTEpOm ro BE FNSTu1EE FROM - --� 1" F- �Y"A 1N,oE Of STRUCT,AE- 1 T I 1 ; i' p rrsDE of STRUCTURE— a 'v` / 41 HEMMED .- I .- SCALE vw I, NE { I/.• TMa CAP ,!.• rr. CAP T/.• Y.. CAP tI4• NP.c GAP j 1 I it 1 Iw/ TA '.K (f Ty '1� 1 I aaf r• Y 1 1 I IPA • 1 WC N .) C� 1 1 1 �� r ISOMETRIC VIEW DETAIL A 2.000' �' 2.000' { --- -- ROUNDED CORNER IS ENDS OF PANELS .t25' -N 1 aOV a W/o ®' ® 1 /(/'{L,OKMIE ROGTOr lawm I �i f%/ r K 6 wn END UP III HEMMED EDGE. AC/ T DD PAM6S) [WNL1Y1[ oMRKR _ _O SECT1Qj�A-A EDGE - SECTION B-B I"L . � I - T I� �� 1� elm- R ,' 1 � � ., r ,• - CT ]RAM• - 1• .RANCHO � �.,-..J._ 11� I 3 or,N (N.T,SJ _I '1 -� T44.c ' -;• (1). DEFINITION OF WMINIPS 3000; E - 2 HAD STORK PANEL SYSTEM CONSISIM a PANEL « .Cu 1 (TOP-) - s' WK. --. - _ - - HOtEc TRACKS A7 TOP t PAN#LWtE PLUS OR 13' LONG 1 ;, :f `.ArtiTT1'-a•v,NYi7a-aWNa wN" 1 r��-�Re•--�:-Go--. s wNwKW.�wt'W`eTY3'„_.,w�T/,• BLOC / H ' M,.- .rt»"P^N3: _. (1). OFrra7Kr' OF cam__ KS 2non. E - 2 HANG STORM PANEL MTEM CONSISONC OF PANEL . (J•A7 BOTTOM w/ PANE[EATES. n al Aq"AaI « 1a w . w . Cunt. TRACKS TOP A BOTTOM. - r.Al hi ,lsT1.DNn/,• CO m!•'►2oa/r � ��pp��/A.,yy �u��� ` (2). END PANELS SHALL ALWAYS BE CONNECTED TO NG 5AL Wlat By MEANS OF at g TOR , Wna6 T •Y.�P,,A.• y¢ AL�iadtJo O © Z XS Alas,-•i ALUM. ANGLE (Z) ,END PANELS SFMtt ALWAYS BE CONNECTED TO BOTTOM iRACx OTHERM6E A STOP GAR PANELYAIEs LM, E USED T w/ 15' EONM.[%I(g�7)1 TRACK AY BOTTOM. END PANELS rn'eIRR AD1oaa N°•uRtYTM _ _ _ IC EGRL a D[ oiDaDlWt rA wnfe'.t1m' q„'A 1 1 f WINE ( SHAH BC PROVIDED AT TOP OF StCHL PANffLS. SNWl BE CONNECTED TO W/ T 4Y-2DR}!i`•L.S, W// 7 ]�!/]}2' tRLt aTaAE /f 5061-78 Atllrt. ALLOY WINO NtR OR IJ4'h2�MNN. I�UMOSCR EW HAND TAPPED (ExCEPT AS NP wln FU ,.t 2 } •( _,% �d raR mI �(F,) OF IIr at '^ {- 125` (S). IF END PANE ARE COMB -SOLED TO BOTIDM TFACK, CONNCCTDN SHALL CONSIST OF DESCRIBED ON NOT# (J) 17A?. :vi a1, wan on Ay,J ■ v i I I /SHWA20,]/La5• Ms. w/ 7 6'wN]J32' wmND rANT oR tWAYN3 C WOO TPUMescn#w (3)� FOR CASES WHEN END PANELS AM USE JOINTLY w 1 WALL WOUNMO INST. �w� 111T0 TAPPED EOTTOY TRACK, tOCATDN OF FASTENERS WAY 1 AT EITHER OF TWO ! S• TOAD © AT _. S S S (I EXTERIOR MT RANGES OF ENO PANEL jAQOtOM BUi END PANELS ARE NOT CONNECTED TO aD 4 TRICtt Al STOP BAR SE�CTI�/ 1 Q SOUE 3 -tOLOOR TO u I t MOM M BE PROVIDED AT TOP OF SUCH PANELS, !I (4). N CASE THai ENO PANELS ARE NOT CONNECTED TO 80TT0Y .RACK D.•. A :.TOP EAR LTCA (4). FOR NSTAIATIONS WHEN END PANELS AND SOME NTt" PANELS ARE DIRECTLY SCALE ]/M'- 8 �L I. SECTIQN ,S ONLY USED AT TOP AT LEAST TWO PANELS PALL BE CONNECTED TD BOTTOM TRACK MJaE SCALE 3/8.7• N USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MAY ■USED JDINTtY W/ TRACK Al BOITOY ATOWWNG BOTTOM TRACK TO WALL pS[i I N IMBED TO E)GN51N1G St/u WAL Bt��jt/SINS OF PARk1MAtES. ONE DRERDR PANEL f M p SE Pss DID yw aPaemgrta roN TO BOTTOM TUCK MAY OCCUR AT ANY PANEL LOCATION. W/ TWO PM RMIES FOl1AMAD SPACING SHOWN ON ELEVATION ND w/ 3 1/2 `w0 M(g]a w T�ANaAR•(p�i oKil BO A A T N` •• "`E/j (s) SEE SECTION ,•, 3' ! .• ON s1EET 24. SCE ARCHON SCHEDULE ON SHEET 25. Yin. EDGE DISTANCE. FOR THIS r•ec 8ON[R1pR vAFEI. NSEO r W! V ODES 4 R a KN6. (W m A BDtmY, Y� a 1aM al EaR d"•- �E'A / •'t 1 in 75p• Loss• (Typ.) ••"'�. ✓,p pAi11O/MIPAp NOT NEED TO SE CONNECTED TO (T2E)# n AM' YEMNS. TRACK SNNL NsrAiim '°Du""°"'''°E\.'.•• CEN•p.� T,p i V Sf' •':T ,R ��(>, A. 71('['/w/r� riEEKN`I THAT UwAO'S (RETANNE�D BY �. tiaT S. RNGM ODE of PNiFi) NAYS z iit6 @) ✓ W N0.44167 i�'y�GfN '. Y;s I = No.44167 * FLORIDA BUNDNNG CODE NI h WIOGN Nurrtcans Zone yY FLORIDA BUADNC CODE h Val ituMoanE Iona L�-_ - Q To. a 2CmW wuNTxm PAN W I• # FLORIDA BUILDING CODE h VHod Nu cons Zone)Q '---.750'-- - • 02M nnm ,c 't -am T1E04 CRC COMBINED W IWr ww TD SrT Yn T ATf OF 20 CASE GALVANQED STEEL STORM PANEL F.P.Fi No. 4 167 20 GAGE GALVANIZED STEEL STORM ►ALTER F,' .wrA,ADN. STA tmm 7aT¢ L K 20 DACE GALYANRED STEEL STWBt PANEL rP DAWN sc aNWN er. �� TF (' CROWN IN, Z 8 , 7 3"X3'(Yo><. ALUM, ANGLE 8 'A °FS • DR1D _ - - -� PROTECTION PRODUCTS, U.C. °7�I/sw _#' SyTAT DF :fr=�y L PROTECTION PRODUCTS. UC. 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DESNSN vLIRE RATING a� V /��� cn �-+ fL+Rs.t C � CO CO ui CORRESPONDING Y4)tlYL��NEL LflKaTdi rLe eruenlx r ITIY w -c �_ OE416M PREref.�_1 RATING /� 1 ] /t! OOtNtE-PONDiNG 1Lj lYLw lyrun@-0 V SdTA.r+.i _ _ FDR SERIES i1S00 3000 - HMO STAY SYSTEM E 2 AN PA NEL t API, IL a maE rAsralKE O @ 1 t te1cT t f � CT@i Nc PAG L_ _ S.i#DL FOR ��.� BECO L•OAIL'RE'CE O TIONS 1 CONCRETE k RL-_ - .. ti..a_ Q L in ,wc slew x F PAAIEx RasT , ,' DR x £��ONL A I A.�St!iidsf `8_AC(:715..>v_,.ItlFt!_. �.�3/1 cf w c r F4WYF'• <.MFT FOR sM n �` TA,RL .' xxa. .SEi31�i5 O _ O O LL_ CCS = -� A4--- Cu 170 CONCRETE O O CD I a s N s✓ "4--P W i Ora s . ua a Yn AT aOR PNKl iL'NOTN CD- • /AEA511RkDJ HOTr41i OF P5iUff1.. NRAn O/LflW k OF I--- -0 .— U) Q ji i a11PrE0 TO 5i P.Af, AS.O OEM PRESSUE RATING, i - N •} REOLYRES Mar. DISTANCE BETWEM BOTTOM OF PAfal.p TJ2' 19 TO t Ate) BE. 2' l �Mr C �� 0 I ++ M, PANELIi J > W a,D (,} m BE: 11+8'-.}3jr8" Mn,�� a- 7wlyt,,, O is e_ o "m m K u- d N C y o Ea eV � as ptIHiHNN1yMJ E M _ w-' '¢ �•�tiRA itt(/T"y 3 a a!"•''' CENS y ty s F' FLORIDA BUILDING CODE M h Y HMFrtl7ana Zans ... y = t= S * • NO. 4 . * t rmm RITICO, +AL. 20 CAM CALVANIZE0 STEEL STORM PANELOMAN eY: � • 5 -0 C _% TE off _ -- _:k f PROTECTION PRODUCTS. LLC. Ells$ �''16 o . LD . IL�E O N GLOBAL y R . tI� tlno Ar, B, snlaF %y�s9! NAL ti, a / r`r"." w, r Ar, AA AW AYrW a err P wXCr IA+Wd Ts w FIX OWN. - M, 20-176 JyNI -art A» SOUJIMMAT-RILACAlt4w0 n1. ae an-ml rK w rreM r A�w Wn Ilk" A.B.an6? PWMRW tb: III NIAI.TDI1X., ML rP 1,-, m.•• S WRIT a M ri I I I I w I mi w ■ 2/4 1/4, 3/4, 4/5, 5/5 R 6/5 s PANEL I LENGTH SO4MLE ONLY FOR REGULAR TWA 2W/6. 3W/7 i 4W/7 eA19E1.5 1 111dL� IQ Seii?lGREffi• CQNCREIE BLOCK iQ (t) -! 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PANEL LENGRiS fDR 3py� 5MCER 6 LA.SID. x;.''' a S '. iLDRIDA BLINDING CODE Non NL h Yslup{ Nurrioane Zang Ll S* . 44167 Nao TUDw, rKc. 24 Olbi GALVANIZED STEEL STORY PANEL aRwr $©., TATE'Oc * c IL E C O ENe. PROTECTION PRODUCTS. LLC njzT ,P. .« daEE "y as ORION* :'� f`�LUP av u Iws. a INa Re.P,twwrA aNY OMIG R oft AIM Sw `hy��'AS�/' I-,• '• q , H..: MNZ-Hr r+-ro1 Pe,aie t+P+MA-7aMA. FAY: iPn+MIR-mR 20-.i7$ .. NINrN fA,LtDI A X ATM. PL m r eA+r.r Mw aM r p allAllFw IY,: FM9WRi! MN ^^'' W MC_ rrrwa > O U O Q_ U ♦�♦� vI W Q Z Q J I I - - I I !lI I I d SHEET N0, SH 1.3 L1 1 " Cn -6--a o (D a) I . P., LENGTH III SHEET 3) U) LL OF a) i FkzL___L ___ ­ - 11 Cu 041 i GLOBAL 11 wa L IREDUCE S4 FOR k LL{5 nMW LED ON SCHEOLnd. O RMGG 9C+EDttE ANCHOR STRUCTURES CD IGLASS 11 46 SCALE Fiat, 31-11* 1pCONCRETE ANCHORS IL_ - MAYL GLASS Exi CEILING AN,j E= MOUNTING BUILD-9lia )AOUNTING WALL MOUNTING 3 MQUNJ xaftGERSiffig OR Q _L I 1001, 111, 11 V OF CA) MINIMUM PENETRATION FiiA:iRAl1OH OF IYOpp. 9JSHINIG TiHALl. � s/8°. Ili' k-2a SCREWS ALTERNATIgn RESPONSIBLE OF PUFT VES L11 L 8E AS MEwrt17Ns0 RM A1) AND ,N A2)ENGINEER OF RECORD THAT PREPARED L- - t ] I 8 � I ____ 06, 114 ", EL� MGME ze OF '� GLOBAL Oft To LENGTH REDUCED ; f __ ­ ] ng GLOBAL ING P,i C40.MLT wrM SECTION High WIN W. wxwuM AS D. uRA. ,� �� I,WIAIUM nan °or�"4moN APPLMABLE m (Sfe m C sEcnnrs 18A0. -753 m' OR MiS3 2 Flta' 80L1EO • I`, 2'. 3', 1'w, rtY a SW +80.0. -7S.! 70' OR LESS 2 7ro' TxXTED • a' a a1f ASD- DEStON NAtOMtIM AtIpIORs �ACniO FOR i- O. r d ,ft• ^ APPI1GABtE Tp ART dTIN aF TMD+ aawiA1 tMNCI " 1' (A.) : PRESSURE RA7slG nPCONB fMA-iN PiYI[AANT6 (SHIRES q PANBANTE tRtl4 m ,zNrmFrE m DaaeflE TO EY1Nd1ETE m ,wNtRLTE ,2` NIA t ? N A 1 2 NA 1r NA ,' a2' OP ft' 3'k i0' 3' Y �' 1' (HOTTDM} a 1 TY 3" t2' S". H' 8" t` (HOROM} T +4 88-0. -75.3 N/A N/A N/A N/A NJA NJA I r2 1J2` it' 2' (HgTTOM} 7O" OR LESS T N/A k 8 i j?' N/A a 1 fY NJA 3 r/Y NIA 3' {TOP) 72' MIA t2' NIA 9 1/2" N/A 5 I/2' N/A 3' {HLR'ipM) tY NfA. 12' N/A f i2- N/A 12' N/A 1' (TOP) IT 8' #2' S t/2' T2' ##' 1 r2' ,1• 1' tHDTidt} tSQ SIOEi m FOR ANCIla19 TYPE R SAAON1rG fOR WSTALLATwIK O,T _ FRAME BIIsONP. O „LOGO M,NaAUM ANC/wR SPACINGS Atp MMaanN EIXiE DRrAEICE ICE aOKATED W TH GOMP�NENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE v?-t7 ._,_ -_ ____. - ..-_..r3.125' (THIN MWDTH) ...___ _. _-_. ._._... _.. .._..___. _... _._.___ _ _ ___ ...---12,500' (ERELTA'E WIDTH) ....-.- � ^`-..TSO" -,,. sj4'a2m3t.• tF3' i , _ ._.. ._.. ___ -..8 i/x• (�P-)-- ,:r� , -37t�: .t29' TO AkQE a�B�1%d' _..t,3S0--. ,- i 350•,-- t 1.250• top• .TaB' O7 ! 1T tt2' DG rtYtRsm (MAY BF ) I . ji asa' oee rti 1375' ,�� 0.02a' rN: tMpi ;R I__ 1 � L67f' f',:_ 7,500'HEIt1A®.084'�1,�, EDGE�..• t.OtY ,.(._-OKRAAip6i-�2,t25'_e���4---2'Y t STORM PANEL t._.._, ) t- ..:L __- ORAA t.3so' � i.33D` -- A -J _._...?.000'. -._ ...:S;B• PANELS 37tFaA ✓E YYSYAIlEb ALWAYS -. _-_...2.387'-__. .r FROM, U)-T To aGllt w t • Lx4 lz w r 'Fr TRACK 4 ANGLE WffN 57'UO Z N HEADER 3 K 0 a o AT FND AT LEFT tAE. OF PANR � • , , t.,°�"P".EL ,•''"''� ,�''r GALVANIZED STEEL wRnvil �r,,.. �,r -,. STy i P2TO �"f~� v:.PAai' xO.OS' i � .PAMEL � ,NAL.. ,33`' i.xTO- , -' ".� __ �--<��,�_Z�,------ ,�r_825�-"0373'0.23a'r>� f a07" i.623` r - L.... - _T i .."- .-._ PANEL A .rr0 °- _ �, ,•. _ zxsD - ISOMETRIC VIEW D L A 7 L .... � , 7��,, '. '_3._ 1�3?li�'`YTEiAI .,33 r `. L- :. . 9 .F37 i "$90 ROUNDED CORNIER @ENDS OF PAlf15 <; 1 r . AN, ,are' - �x.3Ts END LIP W tIEMMED STAGE. 1_. LN.T.S) .�.En�cE�nw¢ .�M,.� ,. 2.Ot70' r _ ` (� HOLE WASHER 3.741Y '. '� :usi• �-) `�.tS°• `�-' 3, Is..uuu. Atlm• Q KEY MOLE AT PANEL -:7sD•-. ' :air Lam._ , i ff z., �• .: 730" _.. ,at 3" a'iEE SHEET s tDR ADOn,f%TJA ' l .00,` , ff•'�� r I25' ! . GtY M•AtAI uA'Lra,u'1WMd Wt4;•• t.z50• a7s` \\_'JJ SLEEPS 2 1 /8 t / .., " eTYP.) A. ,� woDo smtwrNN3. INS' 2.906 Ri.Pp' 7s0• Q REV. rH" HEA_DER � �' HEADER ' ' tn�P3 -1 -. _.,.__.. _....,' MIN.. m S` Mar. _____.�. �� 1�' - z�rO�Do�-p_�-py ANGLE ♦AMA LA_��EA.��}p t !Yf!Til i, 1I} AL1t1i+1r HrH i � wAM�EppYp � �.sarN� d�ir. -3.00D' -t a0a,-1ti ACl>N � r Sea• a - � , �n.+``rSF.RA T/, �i jf# WIDEi _ ..__. _.. ,T Q• : ' {LSE ONLY FOR E-Z KANfi+ STORM PANEL i Dt,' i '•' ��� .tin" _ t275` MIN,•`"` �p � , �fr��•�EL' ''� SYSTEM) 8083-T0 ALUM. ALLOY r ; fA71" T - -. P p ,.tom 7 , r ND. $$1B7 t s FLORIDA BIS&D1N0 CODE Nan NI h YbCacN NMrriaolro cans EOd0.1 -�, � �D'--I 'a STATE OF I ) @�l� i �'+� I. SECTIONS -._. --. fi t--- 3.p40• _';. t. —SEE 4 i M�Na' r_.. a+"Q'•• ��.� �k INt. �.- � 1 t E C O cLaeAl. PROTECTION PRODUCTS, U.C. ,KR • _ � �• �"�/ aem � �t+"wt'�•P+- � r 8ron)w-►7oT 20-175 PM�H 5ai.' rr'i „MO+C !WM)ew Tda. ruk r F" 1�4 �LI�i�.�[. TRACK 16 A( 5�' Yk6S�E����T G.ar"� «K 13 8UIL2i-OUT!E- TRACK ANGLE {ZAMAC S A (b�ASFLeT�O_N !N'� POURED DETAILS GONGRETE FOR REGULAR PANf"IR OR CONCRETE BLOCK STRUCTURES t1} ALran+acE ,CONCRETE CONCRETE ANCHORS {SEE SLtMEOtllf Ors `- AtICl1DR5 LGCATK)1a �(5€E SCNfDULE nN EX15T1NR: POURED CQNCFETL. SHEETS O t/NOt1G1 t07 EXISTWG POURED CDIKRETd_.... _. ON ,711NC1ME'iE BLOCK SHEETS F F,ME7UGN 7O) �� CONCRETE BLOCK REOUSMCO. � �rsr. '' - -- "iD. <F•y -,A. tEra/AtE LEG i''�LOCAt10Nl 6 SCHEDULE ONM 4NGRETE REOt9AE0.. SkEEFS O THROUGH Z. r r`• __r•�_- ,ex ,eiMIDN lard ..)_ r�:�NF�i� ✓,•.r"fx/,..>a' t/;• uAx.- CONCRETE ANcwms -AS -r- m- - ,. _ _-l1YNNPiFJM TWt Mn__`t(s. i 1i� - � P i .�.._... _..- _ ....:. T� } (SEE SCHEDULE ON_ M 1 E ( E 1 �'� SMELTS f THROUGH i0) 1 .,. _ __.--- __._. -.. 1 I ti-xs.t' 1 ,rAn revs . _. ? EO ,rf„ r �e r r ' 'L . 1 EA ' R r/a. ac '1 ,�, �,� r rfr,�r�...f. � PANEL LENGTH GL/S� j _ (ID E �} i r r' ...., (� SFHSS E�7 • °� � i traw]nH• �' r�yr�' `_' i �1i t&,, t 5 SEPARATION ( F�R sAACER . � 3a RPL,s W !✓r; : 1 -y '' iO ; LRI SHEETS ' K �_ � -•� " (5Ef SCHEDULE / � 5 + _ fit€� his w i , a4-mn' ,t�M i ON SHEET BEEF 3} M �s� is rr: BBWW"En ER d I 1,.. IAaK. i SHEET 3j � 'l.' Mee. :.: ..: PIE foN wJw... -,�"-.­- - k i .. �, PANEL LENGTH � (SEE SCHEDULE � ok s#fT 37 t ... { _. __._. _.. EKiS'ONG_� -. :. ._ _ peE let RK,R. t,y }" Ulat1 O:d rs7 ._ ; r ,?� PANEL LENGTH 1 'sY :.1 � ,Ma,mAn aMf T-e7 :. t�E �E%4t1� 4- I SEPARATION ! ., -`�G mGLASS. I ..� .::,+ GLASS L : � t � SHEET (BASS 4 v _,_ - , ._.7.. 1(SEE SCHEDULE. E 4H SFs;ET 3) I { i 4� ' A � 1 y SO% 1' OF IV '.1�' '�M .. 6D ,�' - :-itr- _._ � _ � OF •L• j ' �.._-- t � - 1 fr 0074 1 . 1 I @ iZ tf2' CC. ,.. 'I" _.1 ED � U.. 1M�1Wlip.IDL19 ,...- { � GOwCRETE ANCHORS � � �`. ••' (SEE SCHEDULE ON :. t7 a; CONCRETE ANCf10R5 '.rf I _ 1 , (SEE SCHEDULE ok : _.. -. fT(TSTaK.' PDLAE4 -; GONICRCIE �"•..-: "• ,. :� � `' REOMAREO `•. `'. F,GOE. OF WALL OR 5,A8 SHEETS O THROUGH t0) ! `'; c✓ SHEETS i TtRrOMKAM YO} !.._ $ z flB' LDkO MIL ALUMMNUM - SPACERS O B ,[(<' O.C. YALlL} FYYM :3ja �;• . (ALE. CONDITION) .! _ •1," � LSTGVG POURED COwCRETE �ptVIttt .-;S: ALL DESIGN I.OAOS ANit PANEL EXISTING PaLEO'D CONCRETE SHEET _. QUGcoffiRETE %OCR IFl9Gtk3. PER 3. CONCRETE SOCK � SGED,1tK En. - REt ," Mµ)M: LnHn atullG+w sPAcfFs @ '� T? i/z' D.G. {SEE TJ�[ d ON s,EETS a THROUGH IQ) SHEETS O e tD.} SCALE 7/6r/` SCALE 3f8-,' S� SjO..t YHt,WmiA i EN w :'• L�1 Stt" •. FLORIDA BLINDING CODE Nan High Velocity Nurna Ions - .$4i67 Naafi Y.G Fd tAIFLn. 4 Y STORM P 2 CAGE GAL ALNICO 51EEL ORY ANCL E.D. -(EDGE CI5TAMrCE {SEC SCHEDULE ON SHEETS 9 B TO} N� Fi)a.,_wA7mN..OF.�ECIt9Nr. TOP h BOTTOM MOE7FMTINGS CAN BE COMBINED IN Mtt WAY TO SNIT ANY _ oRNWf f £ - �._.. sTJa7Jz�r s q STATE O€' _. _ : PROTECTION PRODUCTS, LLC. twE; ' gQ,c FiQR4DP' ,.�.�,p��J a .Pm sw e, snaEt Ms •....,.. �(3 ` (�� Rre r IK ewRa R err �• R. dSFW 20^ 175 ^ice praMSP-s6N, Na: (Ka� fln MNSTALLAT'tO1M. JQ(�� xa a1RR�F tOkMDRFJLMTE r. rpLtpr A MLAt >•� P,C Wi ,H F•' r 9MSA S W la INT�TI�?N.-DETAILS fOF� SERIES 2Q0�7 & 1(i00 E-Z HAND SRM PANEL Ct� EXISTING WOOD .INTO YAX)YUI# PANEL LENGTH LuxRNM RSA, PRESSURE RArs16 Lt + ar - U ) { } CUrIGRLTE a waW INSTALLATIONS f L4 H 2sn rY•-O- Tt'-s' !ao rp-ro' ro'-o• ipO 7n-fir' F-t` ­___!!!1_ Sap s-s• F-T. a'F•- ,r-,. " IS.Pa-a� --�� ban jr.-J. 7 F TSa 7'�d- E-10' - aaa T`-Y" a'-l" - aRa 7'-p- p`-S+ _ ss a s' s' a'-o- tp3.p k•-d' B'-I' ytas.o - s•-r I rF.B 3`-a' i Y PANEL LENGTH LIAX MU E tkurRLUM A3.0. PRE55URATWw P,t. + m - GOIwRfiE i WOOD HSTAL,ATwNS 1.� -Lr YaO ix'-s f3'-0' no +a=No ,i'-r 3Qa tt`-d ip•-7• .no ra'-Ta s=F' A0.0 k'-a 9- Y' A�ta� F�-r e r Sea a' _T _ a®1' .. _ ASa a _3 TN�r as.a_-' T.-s T•_s. Ta.o _ __y_s s._T,. $a 7'-8 s-a• _ BRO 7•-p a-!' mn � T-D a'a' P0.0 �8'-F a'-t` sso �e'-T s'-Ip- tOna 9'-.i d'-T' i�0 F�3` S•-a• /lap- ti3A � v- •-tp' i1F,a r-a- i� BDTFDM pREC1 NbLRrt •H. t1FADEn .U. HEADER j 1,g 1�.5• I „ ,F,,, TRAnt 7'- W �W//TR��AEC�I ptd3N[S - DIALECT MD,Afei a8' 3?' 32' 35- SS' sa•. 50' 4 r.3-Xt.s' STUD _�. sa• Sz' 32' 3r az` Ss' !O° E 'A iRAAA SS' 32` 32` 1Y• 87' 80` BD• i �.... amlE 5O' !R` 8O` sB- sa- 1 IN_-•Q�.yppD STi2i1G URES -1 . ___________�,! ,.., �' wp4D ANQA,LTN6 ' - '-II't rF- TO G�UtSs. -_ t (� ' - - ';; `� SCHEDIA.f AN ,. 1 MLA•.-zm+' + (SEE scrlETwLE � ,tav-m+• i ' MEET n) E . "� f�llpl KAn aaCn 1 � �T 3} 1 -p ���� • a x as _.... ...::> _.. . - PAE wPn - 1 -�-..f AA71€L LENGTH WOOD FIFMER - _ � wDw ANCHORS Gt�A315� REOtJ,REO `� � �` .; - t E 1 -: (SEE SCNEO,A.E . , j .. t fa.. (SEE SCHEDULE � , .. _�_.,___. r -- k1_.�QNSHEET1F'MA1�,1I SHEET g,ACER ) T MATE s ti , t 9,)R I 1 _ 9PALER. 1 1 1 .? 1 . '.., 1 LENOTFt W1X. ` ',- r ' i__... .- .... t WOOD HEADER E 1 _.:. d. '. �' 1 EO .' _. .. . :,. 2' J' R u I EO aMEO Mk,. Hirt ', ., s�', i ��, a {- 1�� � 1 4 ', ! �1' NMMt. LONtG AL,MAIwULt SPACERS O i3 ,j2' T 1 1 �i O.C. (SEE TABLEdl ON SHQ.7 11.) ( 1 sGP, t � j� M � NOTE " BELtrir F'�M LBAnATgNS F,Yt '�. 1 SEPARATION ( S.!s +<. � 1 1 7' MAX. ,I�. t ,/2" LONG 31EEVi'S. I'` 10 GLASS- i PRIVET LENGT}i 1 I PANEL LENGRi � (SEE SCMIEfA�ll � (SEE SCHEDULE 1 I �� �giHE SHEET ) 4 3) -PANEL MATE FEMALE W OR PANEL MALE ON ^AtEET 3) E-' _ - �. _. ,i f r. t t i ,y'►-ao,• N ; � � . , : PLUS {SEE SCMEWAC ON 57MFET ) �. --.,� - 'T ¢Awl � � Mm 1 f. � it n t _.. ,o�an+�aio�r-s7 1 _ �) ` - ; .� PLATE FEWIRED _. M GLASS f�� 1 * ' t F•�YL7R1 1 � � - SEE TABLE dt PANEL � gpa; t i ' i� @ t2 tj2` 4.C. ON SFSFiT it FOR MA%. LENGTHS i MATT. A OESAGI9 LOADS Fpli THIS INSTALLATION. j 1 OF 'L.' .. � --. ✓x 1 .D 1 i _ L"�i AWt ., , 1 - BI j : WOOD ANCHORS rk* LIB% I. .. .. _- � EO - 1 � .__...�-. __... .. i � .:-:. ,.:. •: , SEE SiCHfDiAEwf ON sMO01 0A YAr N , ,/t' LONG s; 1 ��� _ SHEET it) I (,) RaDF ,pan C� � K MsrIOC,gF1 F1MMF MWr-a+ I "'� I ?'KI" WOOD TI�L I � tAaalls MBow aw�/lr Iwlalnm De seET t,). I PLATE REENNRE� +'I ':;. 1FOpD ANL'HORS ,• LIME 'gFWMOION TO aLM3 AwIOATlO " Z` 1 .. STiNGEREp W/ STtAD _ � OI AClT d IIn' E R� m ,/x' AS � PUTS REQUIRED (Y] rWGi0,6 OMIO nseN 09tMOrk71t M PAIR EWTE FFa1AlE w LAP t � NAWR ++Ma) PMMM BE aPADEO MAvvrMa w a (SEE SCHEDULE ON Ma's nic F,XLONdw mMnKraNs rAeY _ ._ w,nL tl+' aa. SHEET „) ,ADMtNreo 1MR,s j e� � ARCM ,x ,lt` a.G: ;wow aLnwEo aR 's saET I (,) Dui Aso Dt>amN I�sWnc ! t( ' RNPFD b +m, -k6 {d7 WML dM Gt� rYA16 B LanEO m w• AT i P+-t. I t LE,MP7tM INNa�Alq ,- ° t Dt0 E A FFpM 4MMBFA PANFM. MaM6n6 AUpRIW Ok ( -.1 _ ! TEA nrvRw smr, HYR1, tLWGiN w WL111 MOUNTING � DIRECT MaLINr TART ,,,. �, 3W i to t I/F' Law sroAGR ,AowrpRoll diA rru eB ,� ,MD1cAlm 0M jy�{, jP_ jSQ�ldg Ca) s/,7Mt rARQ Raousawlt a aNAY ,�IiTERNAI'IYE I W IRo AM AmIIw WOOD FRAME wMl I SCALE 3/Ort • 1 *Wall B ilBpttAttow ,w , I jr Law Ww.¢ne M rta OILY I YMD IIYN 30M41. i, x Ala d AE aITERI®N ASIY L•jLTERNATLVE I. SCALE 3/8r T' I (a) P6TAtLAWDR WAa aNlr FOR MY@ i I ArSIiM IIma (sw tP�ONi aF ,TE fMaiMM TART: ,•TksrcR ASME I! �� �: � �� �CENS•''•`�•}+ FLORIDA BUILDING CODE Nan High Velocity HOT an* Zone) . INSTALLATION A F A.S.O. ,ManxB PL1tCn.WG. T RE ONLY VALID FOR MAX F!. T: e- •n �a Twt r N N,^� Sul S_e 0.4 FOR CIT�A N OF N - E 4i $� 24 Y M P �{ LiACE CAI. A uE0 STEEL STORM PANEL 7i p _ DRwM x: DESIGN PRESSURE WING {P.s.T) AND PANEL LENGTHS g TF : _- 74P dt BOTTOM MOUMINGS CAN BE AS PER SCHEDULES (Y.vl SHEET 3 (EXCEPT FOR x �{' STATE TA � .,....� `* -, � (�L,��, PROTECTION PRODUCTS. LLC. � a COMBINED IN ANY WAY FD SLIT ANY ALTERNATE 2W'j 's y'• IL �Cr©iNt. INSTALLATION. .,{„7� FCORIC) _. twM® aIm S.W. s+ srrtxT OrM,E F,- 3U+A -. 2. FOR NL1M WOOD FRAME CONSTRUCTION: WOOD •�f+4.,P As rw R, ,r EPA ,arH NAY9L A a.r S/'.., .•..� w...: etiro Fn-.Ma.i.P, Naa er+-<er. Pena, Pe.MaP-•Yeas, FAX tnakw-sFPi 2D-t75 MEMBERS TO � SOUTHERNI PINE No 2. Wf SPECIFIC oEN51tr OF 0.55 OR Eowu. 'FNivanDt >a a o» ar. �r aiMirrw w IRILTFa A MLR x., AE. I � t ' �w�,gAL fYOFES. AEMn LIDO OtOlia S,R ygEy l,•f„i.11NlR.S3MN.Mom tC) TO ;,8,§TINO WOOD ,.MIA. ePmuTp G?+.NCY O r a55 ,: rX'AMpL1ANCE I. ACCORDANCE 1 STORM. PANEL S,IWWM ON THIS PRClQlIC7 EYAUVMDtXY T (P.E:O.} tsa5 HiQ! VERIFIED fOR - Iles TAPC4N ANO,tDA9r AS MANtRAC1URETA e'r 1,i W,. iNAu+EA, INC 7 - FLORIDA£ INSTALLED AT ,RCt! W4'AI THE 3026 { N EPT,R+A} Or THE IDR,W 94sLOpai COtX. TtfK 51t'XtM PAtEE. SFLYL NOT HE ALLCD - dtA-tO PAN4LMAtE FbWE ID AND PAMUMTE PL,lS ANCHORS, AS ,bPRtiFAL'TURED BY FLCO CONSTRUCTION 1NRDOUCtS. VELOCITY HURRICANE 2DIME5 CMtAA„-Da➢E j IrROWMD COUAI'R£8). - 1/x"r LAG SCREWS PER w.D_5 f ' A VA NO YIwD LOADS SHALL eE DESfRMIN€O AS PER SECTION sBGH D THE AYE MENTIONED CODE. FCC 6A9C tqt - 7 "1D P . B' 8U]MiflF. AS DISTRIBUTED BY Atd, PONTPOI•If SCREW. BOLL k SPECIALTY C:D. £ s wtx7D / INSTALLED. F A FACT 5PFE4 AS EEC! By THE 5t{TRM PANEL Rttl BE A!K OR DATELTWNAUtt DR AEDM7 TOSS .lLlRf50tGTI0k LOSERS Kpr48S, USING ASCE 7-16 AND SIW.t N4 EXCEED THE M471ANttM (AS.P) DESIGN PRESSURE RATINGS )NNpDKATED ,NM SHEETS C i) MINIMUM iHREADEQ PENETRATION INTO R'OCK7 OF TAPCDN ANCHORS SHALL HE , tj2' AND 3" FOR ELCO PANELAV,TE PLUS , F ,2 k t AND IO 3. TMNU 7, 8 PMIEIAMAIE FEMALE WINO LOADS P ASCE T-ta SNAIL 8E fIRSt RM ORDER Yp YERRTY TOSS ABOVE €OM(Mn ,A.nWI'E OESXau ORE7anwE0 PER REDUCED s0 A5.0. DESIGN PRESSURE RATING 8Y MLATIPtYMw THEN 6Y 08 Ri ORDER TO COMPARE THESE WJ rMX (A5.D) G1} MINIMUM 7HREADLU PENETRATION OF LAG SCREW. INTO THE W000 FAlAE UM SHALL 8E 1 712' NO ,NAIfApEO DESIGN PRESSURE RATINGS INDICATED IX'1 SHEETS 3. F THIRD 92 @ 17, 78. PENETRATION RFm STUCCO SHALL 8E COr/S,DEREO AS PART OF ME RETML1NRfD THREADED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE T1OT OVER STR63CD, A 33A INCREASE W ALLOWMA.L STRESS FOR YM1NO LOADS NaLS ItQi USED IN TMEIA ANµrS,S. FASTENERS SPACV,G TO Wt50p HAS BEEN OETCAMMIEQ iH C.!) MINIMUM fOCf DISTANCE OF LAG SCREWS. INTO WKWO 51+ALM. HE AS iN,XdTEO IN THIS DPAWMMG ACCORDANCE WtIN N.0.5. 20T0 'STORM PANELS ADEQUACY MAY 11W+ACt AND WIND RESISTANCE HAS BEEN VERMfED M ACCORDANCE WtiM SECTION tBO9..t..2 INSTALLATION _Qt INJO POURED - dt CONCRETE BU7CC� ,pET__ AILS FOR REGULAR PANEL CONCRETE OR CONCRETE Li3 OGK _ �aONCREri BLOCK �1,) STRUCTURES . 4�r R£DU!AED, REOU,RED. CONCRETE AIp10R5 CONCRETE ARGFIDRri . ;. (SEE SLItEDULE ON .'._.. 1 �, +t . SFEEIS 9 TIlROLKR, tD) -_.{ 9 � (SEE SCHEDULE ON SHEETS a THROUGH TO) .-{ 7) O05nNG POURED CONCRETE OR 'r V - t V CONCIETE 8L0�.. REOUIRFD.-V (� t .�►.-a,• ' , `.T--'' '�• 11 Ja' _.sa„is+�sauPN,kAn,�s 9 .._ __..__.__ I .!SA2l. CONCRETE ANCHORS ____ _. i E.0 I ED J,. SHEETS sTtstlRRii� ,a) r� � f{j i I I 1 I 8 F_.. � ..ra_-.. .. fi � ..� saMTa� 1 � NUO� � I nel �R wre. 6 . _ �_ ,� ants w � TS pp�eg�, ' i a+@ ra AKe�. ' ISa,t T � r I '. -; EKKTING�� (SEE SCIffpAE. +, -.-tO4,N, filet T-Ir ! 'L MIA. t OAat O (S€E SCMEDLK.E S_ _ '. r• � �.'�r�„'; : ) GLASS � ON SMELT 3) 1 PANEL LENGTH 4 1 (SEE SCHEDULE I OH SI#tT 3) I + R ti' t i' Mai.. EkMATO7bN 1 1' abK. 1 1 ON SHIEST 3) p 1 PAkkl. LENGTH �t>1� �KOLIE I r PANEL :fNGTN CANCRCTE ANCHORS - L (SEE SCHEDULE �, - i.. � � 1 p �` _t ( p j SEE SCHEDULE t ON SHEET 3) `..Ok STET 3) 1 ( SEE 5Q1EDUtL _.�.; � p+ SHEET J) SHEETS F TrRIDUCH , ; yD1E EXISi1N,,G j I -: � j r f Of ' � ,p OLAS5 B , �•' EAOS'TI GLASS 1 { " .., 1 �s,. � 1 OF R' � _ 1 r"° �-') �r,�r`x�srr j r, I EP ��� I @ / 9 f?' Oa �, 1 �• 1 Alf} :. ! _ 5 ^ai' i!% M4@I XfAO „ -�i+ au.m >tk at 1 '- COnLwEYf 9L.Dq, j REOUIREI): 1. GONC!ffi'tE ANGroRS . r SEE SCHEDULE _ _ - Ill'-m,t• fs. Ns. w! NN +2 ,ry' ar. � - r f I - 1, ton--_e �{iTERAK?E .� W/� CFI•Y YRNEfI SOUO _ LEG LOCATION •,'' ' i•=� °�' SET ! CAtAt-st w/ ww€7/ EiD5TW0 POURED CONCRtTf OR CONCRETE BLOCK ALTERNATE CFNIGRErE_. _ g�I61slG POURED CONCRETE ANCHORS -bR CONCRETE BLOCK REAUKiED. CONCRETE ANCtWRS � STAGOE�'0 Wf 5TtA1 PA�iEl.MN®TE'a ARE USED. REQUIRED. {SEE SCFIEWIt a!1 {SEE SCHEDULE ON SFffE'f5 4 THROUGH ,D) h'rEE1S 9 li,fl04AF.H 10) Si:AIE 3/ert" SCALE 3/8-,' SCALE SIB-,• YaHtiMH1111/1NM... '•'•,' •eca'' �FN FLORIDA BUILDING CODE Non INSTALI,A'��{�,�gETA1L5 FOR .���a�llt��i P�.F.L � j� INTO WOOD KTE ATE LEG A° " BF�A � .} E7M15�WQ0�Q,� ' - _, —-LOCATION WOOD �� � CfRDFIEb YE6--h•-- EC _. REGISTERED � ENGINEER OR ARCHITECT PRIOR TO SHUTTER �:..� � /--`L.T` Rda_TALUTgN.°- ...• «:a ANCHORS `.,.(SEE ALTERNATE IW>00 ANCHORS_ ,. (SEE SCHEDULE ON °.. i � ..•• I' Mtn. ..�.> �a1iPNti 450 + : SCwEMHf ON r I, .- «-.: $E7 eA-•. - TEKsa4R SHEET It) SHEET ,i} �• 11Y-xat• s3 Ya w! r,uT 1 ---1 MAX, ,V000 HEADER + r ,/2` �___ ---_ _ —_- -_-_- ERISRNG E 1 �-_._._.._. ..t REQUIRED r, "- .. 1_,_ 1 M „r-�1' : �W OtA55-1 *✓ \ WOOD ANCHORS � ' • a�ijA•�&[n '. 1 1 (SEE SC,tEOUi.E DN � WP. � 1 1 '�. �EPARAT�RiN 7O j . ,! i l SHEET ti} � M�F.. 1 S�CN�EO ISl�R,7,L1�S�,w,(,� � a.E 1 ON SHEET 3 ) MIP, SEPARATION TO CLASS. � JA :. ; MC R. "'- _ PAFYEl. 1 rfiJ � 1 ,awn+ 5MT T-e'I 'L' WaX, -. -.___. {� E'� t'SEC SGMEDLAE ON SHEET 3) I � ..-- / ,�.. _ Er�SiylTNn _ :�_.- ss satii W 7• MAX � � � (SEE SCHEDULE SHEET 3) Iawin a0, T-a'I ok SH }_. 1_, _.�--- -_:�.:.Y+ F.-,. �.__..._ 1 i � _I ..__ _� i.. � �� j 'l" r � .01 � 1' � � � of 1 MAX F-�- � M 1 :. i 1 1 T - ilr wD fTNlSNf � ALLOWED ;°. T i , � t IrrAaa.,sn aaaTs `� a ailN'0.[. -... ._. _ y""'"_ 'DECK GLARED r MATE_ _+ ...- ' WQaO A71CFpR5 �"_ wDar ANCHORS ,_ ` � �sDE SCHEDULE aM (5E€ SCtiEDtltC ON 3/A ______ St4EY t1) C�,,.fl4G Akd .F,J.��R.tiOL1NTINB I� TERNATTYE SILL SCALE 3/Br,' BU�,Q-OUT MOUNTING i�TERNAITVE HrHINN Sa;Ai1,E 318-,' 4W t�s: ( FOR COM9tNATKRa OF CECTICRYS; 1. INSTALLATION ARE ONLY 1MUO FOR MAX. A.S.O T P OP BOTTOM MOUNTINGS CAN � .t AN LENGTHS O: BO PRESSURE RATING s 0 PANEL DESIGN ) (P NO. $4I = N, :• g7 i STATE m FLORIDA BUILDING CODE Non h Y Hut ml,m TAaEtU, YIC 21 CAGE YANREO STEEL STORY PANEL GAL tone, Zone) F.I. IYIrIA/ END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES- VALID FOR REGULAR. LIFE SAFETY A E-Z HAND STORE( PANEL (i) SYSTEMS 1 / _.},._.-.. -POURED CONC9E7E OR , Y t A➢3• SS06 N-H OR ;�. ''. YN' HOOD FW-AEO 9`. AL AU WM 1} - A(ouWrn 6063-16 .aP . AI. A 1 ,r wN6n4 TA1c PCAN • D.C. ICI P01M10 cOHNaEtE. coNcfE,E - 1 t1 , , 3/ 4' TMCON 3S4' (HOOD FR-+c POURED WMCRFiE, 1 ! 'K` i ^h ARu+9R ,r 1.-' T +/2' z:: 1a- �. REQUIRED coNCR,E 6L0OIt D9 �_ a o 2'N' eOOD IRAME I i _ IMtwnD � tt 4 GAF 1 / ,1 a 1 Cilr FMAIEi - 7 1Li,1Gf M .m6r VARIES. s •COMA. r ass� .. n.DN "R 3ALUM "lkM CID BLOCKSHOO 4* V rx r 9 4' X .1a6' - REOC# aR 2 N' IgaD FI ANEIPf i REOUw£a3103-111 ALL1 L4M�.E- ICJ / �., Y2- ' 4,t 1, ; J Mt. GAP of ea , t 4', 1' -. ! e7r • or os- «/4ADKMn cA, A1•T ANaI CASE A (PLAN) CASE B (PLAN) CASE O (PLAN) CAS' D (PLAN) SCALE 1/4•-1• SCALE 1/4-.1• SCALE 1/4•-1- SCALE 1/e-1' j /- - :_. _- Jr DR tXRKRIC B100( T01, 60Tm11 am FAMB-AmnPOURED run .-. (MINi 3PAFD], ,:5 2•N WOOD FRAME', 6• YtS`� t O ®® TRAYS RCMX" S:M0.Olt Vve WOW WF tOSOfAAF ON SNFE/5 f. pvEvmw BEWIG OPENING WIOtN) -POLWKOCt OR NCRIX CONC EN: MWMD '�, �i �..,, �."• .• I ©•© OR(4 � # ! '(I)CAR WD r—AIAA • VAMM 1 ror Mt WILL CUT Do X . B.D. MIANCE •O'•� "'7f� � � ; � 1 «w«:U:" !J 4E to I CASE G (PLAN) ,/• `.,, SCALE I/4•.t- � 1 r�uPf[f•6MD.IC' TOGA � `10EAIS ''• VNJD FOR DIRECT MCLR4f 0WALLATON ONLY A a CERTIFIED PANEL INSTALLATION AT WALLS W/ _ No. 44TSI 2 SURFACE UM VARIATIONS WITHIN 3f4' * ; it ; t) ? FLORIDA BUILDING CODE Non High Velocity Hurricane tone CASE E (PLAN) CASE F (PLAN) _ ••.blAUEOF; �c oeMo /Shoe. Ne. 24 GAGE GALVANIZER STEEL STOP11 PAl1El �,,,,r'+•,,, SCALE 1/4--1- SCALE 1/4•-1• F(OR IDI' yO�F. GIMBAL PROTECTION PRODUCTS. TLC, Daces" NN+1N1 ; 46001W. e, 14 '6�+'p•' Se, L i 3a ,.r,.Nla R 3". OAAr. n_ 3T1,4 20-175 J rR•-`. 13IA PHOWE (6%)4M-now I* (M4)M-4m + �.+•+.'• rr. DRAWN N Nr G-40moo 1 A 1110 A..A. PE SN.A1pMnlR/dOL afti Y IA —am a MN, 1 MAXIMUM A.S.D. DESIG PRESSURE RATING (p.s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE E FOR REGULAR HQRM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1QRNSTALLATIONS AS PER ALTERNATIVES ,W THRU 4W, ON SHEETS 5 A 7) MAX. A.S.O. DESIGN PRATING RATING (D.0.) MAKRIUN ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 5 A 7 ALTIERNATNIES A ANY or THAW PANEL fi" t. (T•) TAPC'ONI LAG SCREW PANEUMTE iEa1ME D PAHEUAIATE PLUS WOW OUsse; 13, 13" tr 15' '3• 1r (TpP) t3 ' t3 , J 3 Y �t 1M (BOtid) e 1/x` a 1/2• 6 Ij2• 6 t/2 6 /Paw (TOP) - - 6 1/4- 12 1/2' °" a T/4' (BOR!) fT�1) s-W OR LESS B ° 6• (BOt7aM) r HF— tr- (TOP) i'4°. -45 OR 1E54 or 13• IJ -__ or (BOITOIQ 13• t3' 13• 1J' a 1/T ■ (TOP) 13' 13' 13' ,r - 6' tr (IG3TOM) - 2- op 6 1/4'" 12 1/2 61/4• (Wrt.•) >S'-D• TO 4 1n• A .. _ s 1/2— 6 1/2` - (w) ! 1'-4- 4 In ♦ tjP _ 7" _ r - 3r (ILQ1mE0 +O tn• 9 1/7' t2' or 4• (TOP) • SEE TARE 11 FOR MAX. A.S.D. DESIGN LOAM A MAX. PANEL LENGTHS WHEN SPACER "IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 ,/{'f fAPCOR ANCHOR a 9' O.0 roe EOS'IR POURED E.a4 CONCRETE TIRO CONCRETE BLOCK WEOUNIED, MAX. A.S.D. DESIGN PRESSURE RATING WXWA1 AICHM SPACING FOR ED. - AS SHOWN ON SHEEP'S 6 A 7 APPLIGIN.E: ALIUMIM >fl A MIT OF INN ALA, PANEL LENGTH 0 (NJ TAFACON 1AG SCREW PARELWITE FEMALE O PANELMATE PLUS WOW Bl I.WG 13 Y 1 13• 1r ,] it 13• _ it or 1r 6 m Ou"04 f l° n t J Y , • 6 2 / 6 t 2• / 6 1 ' n (TOP) __. Y - ITCH 1on 7 ' B' 6_ _.1/V__ -__ 1 n B' _ e• _ - e• (BOITaM) Ir 1 1 ) 445• -45 TO 473, -7S 13' 1. IY Ir v-,J' (BOTTOM) 11. 1r 13' 1r to• - 1 r ) 1r 13• ,r Ir a 1/4• 19 (BOTTOB) - 6 1 2' J e t 1• J t - - • 2 / 6 t - n 1 , 8 n (TOP) - - 6 1/4- 12 I/V 6 1/4• 2w (60TT.•) >'3-O_ S• 7 ,/1• 7 1/2- - (TOP) r Y _.__.__ or 12' Ir 13' S '71__ 13• 13, U' 13' ta• 4r m—i • SET: TABLE 111 FOR MAX. A.S.D. DES" LOADS A MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, OOFIRESPONIOING ONLY TO ALTERNATE 2W ON SHEET 6 7eel�.fz s A.S.D. DESIGN LOAD MAXMIUM PANEL LENGTH 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF V-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE AMALE ID OR PANEL MATE PLUS ANCHORS & W/ !VAT IIHI t,4%A,1/2' O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _. �IG POIOIIREO 1//4 OPAPCOW o.c - ".-uNa•�C19P� D rAIGRE7r BLOCK r CONCRETE 81OM „ aOURED. �� REQURED. r 1 � 4 t/2' 1/4. 1 r. 1/a• If4. WoaNAA" I atl�uo r.aT 1' Me,. t PANE; LENGTH (SEE ELEVATION ON SHEET 12) / L/a n0ac IMGM j4•f PANElAMIr PLL13 .',%ix=i - ANCHOR a 17 1/r 0E. SEE sK[,b I$ A, 16 NOR MCAM TYPE a VACM FOR ostmA i KM WOW FRAE .ADfii MafAY AND" S P*M" AND WOW" ON DISTNGE ARE I HAG AM D" TARS SCED14L no ED. LESS THAN ecocom ON scN001" REOANCE AND" SrAnG BY M4./PLYRG SPACING DORM am SCHEDULE 4r 1.E FOMDWWG FACTORS FOR TO OPERATION TO K POSMBLL REDUCED SFYAM OWAP" USING FACTOR PEEL NOT K am THAN MINIMUM VrCWG 4omm FOR PALM ANCHOR TYPE ON ,M6 SCJrmAAE 1L{1_ ANOW Tift - — -IAYI vo -'Oft' won mom we= BL) 3 3 4fIaRR+IeW GrAs Dt) - a 3 3 3 In sW,A1aW 6tArAA- PA W NOR SK ammoE: sm new n is --- 3 flo 1.m 3' - Ep511N4j CLASS r tl s A CIE �"`�` ' • CONCRETE BLOC% REC(ARED 1/4•0 PANEL"If, ANCHOR (REYOtO) .- WALL _MOUN'ONGS SCALE 3/5-/- In•• u awla r Aw ) •L• MAX. G• PANEL LERM" (SEE ELEVATION W SHEET 12) s• FLORIDA BUILDING MAXIMUM A.S.D. DESIGN PRESSURE RATIO (n.9).0 AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE TOR REGULAR STORY PANEL (DIN$TALLMJONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL01 RNSTAUATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 A S) MAX. ASG DESIGN PRESSURE RATING MRXMIM ANCHORS SPACING FDA MM ED. PER SCHEDULE BELOW A PUCABLL To INCRO"S A MAXNGM PANEL H L• (K) MAX. AS.D. DES" PRE3 RATNG (P,6,r,)mom MAIM,RA1 ANCHORS SPACING FOR MW LO. PER SCHEDULE eSAw JB APPLICABLE 8 rK THEY oe IP171Oa+ l- TAP(ON SOIb-SEA FTMAUE G Pun - 7AMAC-NA JN CALX_f N TAPICON SOLD -SET m PLUS ZAMAc-NNL91 r,A(x-w rorom m ro m ro m co mmm ro H40, -46 TIN LESS 13• or tr 13" ,r Ir Ir 15, or 1r I fw a' o6 = ro-45 .65, -es 13, is, 13, ,r 13` tr lY 13• Tr 1r 1J I , 2 i ) s' Y OR LESSe ,3' 7Y Ir 13' ,r IV 13' 13' 11• tr 1 (80170M) 13" 13• tr ,r 13• it tr tr Ir lr tr 11 t/2 , (807T01E) r_1 73' , • 3 , • J 1 • J r1 ] Ir ,r 1r lr 2 (Ion u ,] tr , s ,r , r ,r u• , r rit u t n 2 (I�) ,3• t3' • 3 i • 3 , • 3 Ir IS' ] tr U' (BOnON x ) 3 Y 3 r ] 3 ,r , 3 ,r , Y IS' 1 2 / P1 NDT+aG 3 ' 1 r t ' J6' tY IS 13' tJ' ,3' +3' 13 3 (+�) , 3 Ir ,r , J u r u u tr , 1 ,] it 1 n ] oP/ 0 ) 12 1/ 12 Ij2 6 ,/4` 6 1/4- 12 //a 12 1/2 - 6 t/4' 6 1/4' 3 (BOTTOM) - - 2 n 2 /7 / / 1 n 7 /t - - 6 / a / S teDT10A1} e• °= ... a• a• °• °• °' r °• B• 7 1/2 • 1 6• r a I/V a'7 I/r e• -- a r 4 (TOR) 1}' _ _ _ a TV or a' a a' ° e• 4 t3• ,3• t3' !3' t3' #3' (TOP) 13' t3• ,3' tY IS' IY T3" IJ' tt 1/1 (tOn 13' ,1' t3' ,3' ,Y t]' 13' 1r 7J' lY ,3'_ tY t]' 1]• t3•. t _ Y_ _1r 1} - tt I/x I1 1 1 / S (a0IT01F) 6 (TOP) - tr -- TS' -_ 13• t3• 13' 13_ ,•_ 3 t]^ ,S• ,3_• 1r T] _(BOTTOM) a (TOP) 1• 3 t• ] t r 1 3 1 r 1 3 Ir_ IS Ir - - --- 6 1/A' 8 I/W 6 1/4• 6 1/4' - - - _ - 6 1/e 6 #/t' ° BOTT..' - - 6 1/4' 6 Ile Ile 1/V - - - 6 1/4` 6 1/4' 6 (aorL••) ,r s• , r 1 1 D n ,r r 1 ] r 7 x / a 1 2 / ,• 3 4 t n• 1 non >S,-b• TO IA'-4• Ir 6• lr Ir 13' a I J 2' tT t a 2 J 9 1 J2' 6 1 n U S i n t ) 35,-r To �'-6• 13 r 1Y ,r 1r 9 1/2 Ir 9 1/2 10 1/2 7 112 Ir 6' I (9OTTON) ,r 7 t/Y ,r IJ s' 10 1r f0' it Jr is" 6 ,n' 1 (BOTTOM) tY S• ,3' 10 4/2 13" 7- or 1 7-7 1/25 1/2 ,r .4 1,17. 2 (TOn 1J' C or _u• 73' 6 ,/r 1r 8 1/2• 9 1/r 6 1/2• 13' S 1/2. 2 (TOM or Y it 13- !r • 1/2 Ir 1/2 t0 1/2 7 1/2 sr 6 1/2. 2 (BOTTOM) Ir 7 I/Y 13, Ir ,3' t0• or 10• it' M Ir 6 Ifr 2 (BOTTOM) t3• t]' tr 9 to i]` *9 1 6 1n 10 112 7 1/2 ,r 6 1/2. 3 (TOP) Ir 7 tfr tr ,r Ir 70• Tr 10• 1t• - 8• 6 In- 3 (TOP) r tt t/2 2 T/ b 1/4• 6 1/4' ,2 1/t• 6 4/4• - 6 7/1• a tja' 1 (BOTTOM) - -_ x t/2 12 1/2 6 1J4• 6 Ij4• 2 1/2'I2 i/2' - - _Ir 6 If4' 6 1/4' 3 (BWT010 T` r a' 6i/r 7• 3 1/2" 6_. J• 4 1/2• r Q 4/r r 4 (Top) 1 1/2' r e' 6' r P r A. 4 I/Y 3 112• 6 I/V 3• 4 (TOP) •; -Ir - 7• tl• - t' - r - S If2• - 7 1/2' _• 4 (BOTTOM) or - - B' - -a- - 6• S t/r - 7 1/2, - 4 (aOT *4 or 13' tr 9 t/Y Ir '9 1/2. 70 I/ 7 t/r Ir 6' S (WP) 13• a 11r _ Ir 13" Ir le Ir 10, 11• a• it a 1r 7• ,r or ,3' B 1/2• U• 9 t/x' to 1/2. 7 ,/r U' , e t/2' S (BOn'OM) ,r a I1r ,r 13, Ir to- or t0• „• r or • ,]' ! 3' i]' ,0 i/2 tr 7' lr r 7 i/Y S 1/Y 1Y 4 Sn' a (TOP) fY a' 137 73' 1S• 6 IJ2• 11' 6 1/a' 9 1/Y 6 t/2' tJ' S "(tOn 6 1/4' 6 ,/4. 6 (BOTT^) - 6 //v a l 4• 6 1 a' 0, P - - - - 6 t/4' 6 SEE SHOT 11 FOR AND4M T,PF A S1rCM FOR 4ETALATSS WO nIME MULDNM 11UWM MOM SADRRII NO WWMW EOM DEIANIX ARE NOGIED OM THIS SCHEDULE FOR r0. LESS THAN 40"10 ON 6C4'0lfl RmUCI ANCHOR SMdNC W "IPLVM SPACM S,OWM ON SCHEOM for M MLONM FACTORS. FOR 110 OPERA7IW TO K PO�L REDUCED SMC.M a9TMfD uwA FACTOR SHALL "W K LYE I" M "A smoc"O 4pG1ED FOR GCH 40160A TWE ON THIS SCWDLKL 1/4•. Ve ve. IX. 1/e, ANCHOR TVE UPM IMM-M - -- IARC•IMPI -OYk-M- trNtlRM mow SPACING OP.) 3 3 3 3 I yr a In MANOMewA oa 3 3 ,/r S 3 3 yr 3 9enea, Re] tmX --7,- rn• T A ,n• 3 rn A ,? AMK on DIIIRINnE FACTOR I l/a'A - - - _.m o 3e r -- 9mon o-- 10 Ilto '• SPACINGS ONLY VALID WlifN SPACER IS ll A. SEE /1 FOR MAX. A.S.D. DESIGN LOADS h MAX. P % IYHENI SPACER IS USED. 1 IANLJI A AS.D. OESIBl1 LOAD AIAXBRRIII PANEL LEMOiN 40 PSF OR LESS V_11* > 40 PSF TO 50 PSF 6'-2' > 50 PST TO 60 PSF 5'-t0- A MAX. PANEL LENGTHS ARE VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2. O.C. ANCHORS (SEE SECTIONS It ALTORMTNES W 94EM 13, 14, 15 41116)__._ 3` MAX. R-1A/13, R-2A/13, R-3A/14. R-19/13. 11-20/13. R-39/14, D.W(2). -1.Ieo�L R-TAW/15 R-2AW/u. R-3AW//6i R-18W/15 R-28W/15 R-SBW/16. 1)o7Q 0 O O 0 0 O b r I 3• Yrx. 1• MB. L/2 i 1/4•01-2091• S.S. BOLTS W,@ � •1. (USE fDR PMKL lENG111 LE OVER 1`-6') EL NGTH, REGULAR STORM PANEL i REGULAR STORM PANEL r-8' a a40.0. -40.0 pt,t. . - - _ (W/ CVMM MD PAIL LENGTH 80l» 1 I LIFE 5AFETY STORM PANEL . i a A466D0.0PM. -ESL 4tAENPGsMf (WroOVERIAP B0L » A i usE a'_4 WN. PANEL LENGn -20t1' .A , ., _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ AT ML MOLOITO S S.S. BO175 W I A 6 , _____---------- . ._. -___.. ._:).. )}`I�� NCROIE3 ATSTLO __._.�__.._�. __.________._--------- ___ 6• i Q ATION 9 Urt SAFETY - D.Y..�3 PANEL BOTtW roRNERS O I -OVERIA°- orO WIG NO AT _ EYTEMOR _WING WIT AT 3• MAX. LEST PAWL i�0� RIGHT PANEL. 3' MAT; t INSTALLATIONS ONLY VM.O FOR WVND t• LAIN, R-IA/13, R-2A/13, R-3A/14, R-iB/13. R-n/13. R-3B/14. I' MYi.I SPEED UP TO t70 R-(AW/1B, 111-2410//6. R-34W/16. R-LBW/1S• R-2BW/15, R-30W/16. ,•. - _ - _---_ ... - - _. -_..-ANCHORS (SEE SECTIONS a ALTFRtNATNES W SHEETS 13, 14, IS BIG). 1/4• MAX. OAP LIFE SAFETY STORM PANEL 11) ELEVATION (t) REGULAR z tle7" SCALE 1/4'-1- REGULAR- STORM PANEL (MN M`15?P -i MOLE WI.t.EY) O STORM PANEL LIFE SAF PANN0. - V. FLORIDA BUILDING CODE Non High Velocity Nurricans Zone IFS•��OAIO► afG wrem 6c 24 GAGE GALVANIZED STEEL STORM PANEL rA' .r't(�4 owm op, `' 71 LTG O �N� GLOBAL PROTECTKI PRODUCTS, U.C. n'DUE SECTION A -A 1t, Ales., R ant rfY' -a0O A9. 9t plan O WtE. R SCALE Ile- 1-,A... OIq �- M a MA , AIto t IOE: (Na)6R-76-q . M-NM-f/tJ 175 nrMie Mt - �A Atli 6 �A .AYH DWOM W. rE. fN/eaYUUp/MR META A ,�WAlt1 y., r.E i7-'•T INSTALLATION DETAILS INTO FOR LIFE SAFETY PANEL WOOD STRUCTURES d) ,1 wW�opwpp LII t1A•• lAPCON �. , 4•f TAM.1 a 9 OC. 9' I 1' 1 4 OR e P =o r I I' 1 NO.0 } AT7WGR O 9• o.C. -� 1 -• 1 1/2'_'/A_ 2. •,.{ ' ,,. - %2• 1/4. WX. �. 1/4• _._ 1 ! L-A3 r V ''r t to )' 14 - -- 1 i I I L i pl_t i 1 L R L (3j 6 asF " L LU111r 4 - f- e �-_. Nn4 13 EXLsny! l[ i u eIXroa$owdQj a Amp t sPUt-0•.A aus5 J.GL fl O t _. _-.. PARR mop. f '--•- 1 EL MV# 6 -._'. IaYWA DfA r * p--.--_- t_ _ • -,L_ A a. PANEL ELEVATLENOTION R �• p C i (SEE RNATION N N LENGTH t Y N f N ON SHEET 12) -PANE iSI �7qN W -.+-__ _ .� 6- --- ___..:.A.._.. T T (RE ElE'M110N O12) f S 1 1 ON SHEET T2) 6 O OADOF... LL M•--'SEPARA1XPt L .O N m AT i � N TO 61A55, 1 ( 1 n TO GLASS, 1 V2 1 TS£OEASS -- 1 1 N ',�.) N4`M.' 6' . L/2 Y ro OIASS.. I e,3,/r 4 1 10. Eq 1 r- 11 n" ow TEN __ .. -.. 1 8' PARSE ILGTN ELL'M ( , ON smm 2) _ ;.. _ ___, ' -. 1 _" i _ _0 a' 1 EO 1 1 1 EG 4 _. - 1 EO-_ Ili• tt41- i- .-H .--. _-__ t %%%%%.......... \J✓ 1/4-11W TAPC O.C.A3CR w/ SNUG 11TE I I ,.) _ If4Y,WTAPCOf a 9• D.C. .. + '..' STAGGERED w/ STUD PLATE IZEWWED 4 - _�4•f ANCHOR '_ mtn ► a n ,Los. TAPCON 2•N• WOQQ a 9. O.0 PLATE--GERED REQUIRED . , I wen to 1 D.O .1f4Y t—O V OA. live &ff fflKAFETY PANEL WALL MOUNTINGS SCARE 1/a-,' t� 1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS (Ps.}) AND PANEL LENGTHS ASGLOBALTION PER ELEVATION ON SHEET 14. WSWREOMM ktffa p, Tiwj �. CENS '• 4418� i. IB * tlT q STATEDINC.PROTE' J SA Y P/lL WALL YOUNTINQS STALE 3/a-i' FLORIDA BUILDING CODE Non High Velocity Now cans Zone am loam M. 24 GAGE GALVANIZED STEEL STORM PANEL wvF.P- ow low OTT/MaR PRODUCTS, �'• a,L 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MENDERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL i 9••'. �!Yc' FLORID ',.®'?J 'No Pr 3a w. t Aa.Iwu" wa n mew DNw. nate flftlaaR-75N. , s, 31. -L 373u 20-175 MK M-IMI4747 NON,., 114p/OA$ RAIBI A It All. P I .L , aV t7-+. A.G-COCAl9 t 11Qi It K If MAXIMUM A.S.D. DESIGN PRESSURE RATING (pes.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANEL (,]� INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(-) iwALtATxm AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) WAX. ASA, DESIGN PRESSURE (v.sTM.tG)7 MAXMUM ANCHORS SPA M* FOR MIN ED. PER S(.IM E BE(AIY A�PPUgAaL A o NAaMUM PAA4.1 LENGTH 1) YM#. AS,O. DESIGN PRESSURE (P�.s•� I NNOMUfA MIGNON SPAgIG FOR MIN ED. PER SCteOAE BELOW IroPP<.pJBLE t IIA1oA1LRJ N11NFL LEMOTH, (n.) TAPCON SOUD-SET P1NFI.MA FEMIVE q P� 7MMC-NNEM GILN-w TMCON SOUR-S£i PUG ZAMIC-/N6M CAVE-M m r%Wmmm tb T° to m m 10 I/2 m ,b m w'oor THEMN >W, -45 ro Him -7S it I it' trT 1r 13' 13' Ir /r la' Ir to' , OR �6 i76T.0-73 4i -/ 6 Ta m U' r tr 13• e , it 6 ,n• 7 tn' S Ifx' 13' 4 1n' + pl �S IF n• s• 1r or ,r +s• »• n• ,- ] ,o• , (eTI1TaY) u• e x / ,• ] , r 1 • 3 s• 1• ] 9' , w 7 1 n or e- 1 I10nO1 ( ) tr � „• ,r ,r u• ,r r 3 r o (7oP) 1• /' 10 a 6 1 /2' 7 1 • S 1 n A 1 ' / J x Ir 11• or Ir 13• ,r 13' t3' tY tY 13' 10• 2 (BOTTOM) ,3' r 13' t3• tr 9 1/2• 1r 9 I/r 0 t/2 1 I/r 13- 6 1/2• 2 (BOTIOY) 1' t' ,' t' ,' 1 13' tY tS' ,O' (TOn t ' 3 7' 1 ' ] or t]' _ f i / r t r ► , 7. / 1 1 • 0 n 7 1 • n 71' 6' 3 (TOP) 12 1/2' It 112 9 1/i' b i/4' 12 112'13 1/2 - - b t/A' • 71 E (BOTTOM) - - n a n b / / 2 n k / - - 0 / / (BOTTOM) 6 a' 6' 6' 6 ,/1' i' S_ 4 4 1/r 4 (TOh 7' 3- or D 1/a• 7- J I fz 6- .._r __ v 4 1/z- 3• 6 I/r _ x 1/2' 4 (.-, B. -. 6c _ , .6•-._. - _ e;. _- 4 (BOTTOM) Y Ir __ a 11r °- -- -__ S 1%Y• ._- r - w QIOnoEt) 13' ,r Ir 12• t3•v 10' 9 (IOn 6 1/2' 'r 13• ,]• 9• ,r 9' to- 7 1/2- t3' 6' 6 DOP7 ,r ,r ,r , ] i r I • ] , : A• to- _ (eor,oY) • r +' ] /]• , r 1 9 2 / IJ• 9 1 Y / 0 1 n 7 1 /2• 1' ] e• S BO7fOY ( _ 7 t]• ,t' IJ' _ 13' 1]• t]•_ _ -r ,3• Ir 1]' t0' _ 6 non _] ,r _ r 13" 10 in 13" 6 1/2' or _ 6 t/V 7 1/2' _ S IJr_ 13' A 1/2' 6t fl - 6 //1' 0 1/{' _1]' 6 , 4' 6 1/1' - - - - tl 1/a' 6 t/A• 6 (BOTT!•) - _ -- 6 ,/4' t //4• 6 t/4' tl 1 a' 9 ,/A• 6 + A' - - b ,/4' 6 1/{' 6 (BOTT.W , }` 7 1 n u• ,r u• 10' 1 r f o t' i D• \] I. 1 2 J T (TOP) >V-r TO W-O` ,- ] s 3 0 2 / 7 r • , ] / Y n S n 1] 7 (TOP ) >b'-9• TO Y-S' Ir 17 in" Ir 13' Ir 10 1ja 10 I/a ,t I/ to. or r I (BOTTOM) 13_ 5 1/r 13' 13• 1r 9• or 9' 10' 7 1/2'BO1ro ' or 6' 1 (M) ,3' 7 1/i• ,]' ,r Ir10• _,3• Ir ,0' it' r 13' 6 1/T 2 (top) Is, - tr 10 1/I 13' 6 1/2' tr b I/2• 7 ,/V 6 1/2• ,r 4 i/x• 1 (TOP) ,r 7 ,/a' u• or +s- ,° +/2 ,1• 10 ,/2 ; ,/2• e' ,r r 2 (Bo1roM) ,r r tJ• ,]� 1r 9 I/V or 9 1 /a ,o � 1 7 n ,r , ' a /2 a (Banal) 131 7 1/2, 13• Ir �43' 70 ,/2 t3- 10 i/r 11 1/2'1 r Ir 71 3 (TOP) r _,r i}' 13• 9 tn' 1r 9 t/Y ,0 1/2. 7 //2' or b' 3 (TOP) 12 I/V 12 1/2 6 Ile 6 1/4- 12 ,/r 6 1/4• - - 6 1/4' a Ile 3 (60170M). - 2 1/2''t2 I/V 6 1/v 6 1/4• 7 1/2. 6 1/4' - - 6 1/0 6 '/v 3 (BOTTOM) 7 1/2- 3 1/1• e' r 7 ,/r a It' 4 1/2, S' ] 7/2' r r 4 (TOP) —}-___ r ' 3' b- E 1/2' r 3 I/V Or e ♦ 1/2- 3• b i/V 2 1/2' 4 OOP) 6• - - it. - a• - 6' - to. a• -4 (smTom) 9' 6 1/r - 6• - Y - S 1/V - Y - 4 (110110M) ,r 7 1/2' 13• IY 13 ,O 1/a ,3' 10 In t ,/2 a tr T a (TOP7 IS 16 1/2- or Ir tr 9• 13' 9' 00P) ,r 7 ,n' tl• U' 17• iO I/I ,r t0 /2 , t/a Y t3' T S (BonW) ,]' r 13' - U' 13 ' 9 1 n tl 9 1 n S IsOrroM) 'r 7 In' 1J' 1J' 1S• t0 1/2 Ir 1O ,/a t 1/ a' U' T b (tOp) ,r r tY 13' 6 IJ2• or b In 7 t/Y S 1n• 13' 4 t/r (TOP) 6 ,/4• 6 t 4' b i/4' 6 1/4' 6 i 4' 6 4/f" 4 (BOtt.^) - - f 1/4 0 1/4' 8 t ja' 6 1/t' - - - - tl 1/4' 6 1/1• 6 BM7.•- NE Spin 11 FOR ANCHOIL9 "K a SP C04 FTW OWNAAWS MD WOOD MAE f KJ3*M • WAINUIIR N NOW >►ACOIN AID Nt1aA1N WK asumm An .100,7131 ON INS SC IA USE_ NW FA U56 INN, OMKA ON SCAmAaL K UCE ANCHOR VNCfG V MM-IRT.IO SAAC04 saw ON fclEDlai K TIR F'OLLOOK, MCIO16i. TOR On oPOWib1 TO K POWRL R DICE) 9PAM WtVM USM FAe,OR SMALL No, K LESS TWA IRMIN SPACING OWAM FOR EACH ANCHOR t"•T ON TM SCEDWL I/v. If47. i/aD 1/41 t/v. 1/a•. Now TIM 11Ww, tlerAD-aT AMINO-�YIM �wR-« wMIM AMORKN SFWONO (RA) 3 1 3 I/r 2 1n On1 IOSTANNU a 3 In- r 3 A ,n• 3 Rapt 3 1 3 tn' 1 3 ,. r A /. 3 I/r A1IREIL mBE Down FROM `.I/P- 0.14 _ _ _ _. - aao 3• 0.M 0.7W tm - -i1A O.•t - - _ i, --- - _- -;Lee- ,m- -m •• SPACBES TINILY VAUO WHEN SPACER b USFD. SEE TABLE 1 FOR WiX. -S.Q DE9G1 LOADS A MAX. PMEL lE7NGT1(S W4ffN SPACITN C 15 U^.D. 1/4.0 TAPCW _ .EX,SIWG PO4ME0 ANCNOR a 9. OC WNCRETE OR /. CONCRETE REQUIRED, BLOCK i r 1 - 2 /�j T �� 1/a• ,/4. E D • %r/. 1 (1j 6�/ ry I .. LASS g.. .. j 14 a .. ONE aY N 1 ,nan1 e D t n L R I t f p----1• � -_-( - Yin. 0 TKO GLASS. t 7emLJJ A AS,D. DESIGN L01D MAXIMUM! PANEL LENGTH 40 PSF OR LESS 8'-B' > 40 PSF TO 50 PSF W-2•. > 50 PSF TO 60 PSF 5'-10- A MAX. PANEL LENGTHS ARE OV VAUD FOR INSTALLATIONS W/ SOLD SET ANCHORS A W/ SPACER AT 12 1/2- D.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL C� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/ef TAPCON _ pUSi1NC POURED 1/4.0 TAPCON ... WS1Nt 1Ci PWNED ANCHOR • 9 O C RETE OR ANCHOR e 9 D.C. C OR i CONCRETE ISLOV CONCRETE BLOCK WiDu D. 'Iler< E.0• off 1 EO6 / f 1 10 IML 9 l a1 Y I N , t -L• Alt. N T.• MAX. r EL LENGTH N 4 - 1 - S.PANEL ELATION (SEE ElEYn1TOR N SE I (SEE ELEVATION , p ON SNEE7 2) Y I t t W SHEET 2 1 ) 0 I J, % I 1 E.a t l I 0C I I 1 ; '. 1/4.0 TAPCOO ANCHOR s •' O.C. EXLSi1N0 POURED CONCRETE OR CONCRETE BLOCK REQUIRED. AMM. ILIA III, REGULAR PANIE WALL MOU?mmw WALE 3/6.1- ED• I A I f; , eMVt oc. L I 1 ._ TAPCONC4) ANCHOR a 0' O.C. EXISTING POUKD CONCRETE OR . -CONCRETE BLOCK REQUIRED. SEE 94EM ,S ! to FOR ANCHORS ANBIOR AWE -Yes, IMPS A, SPACING FOR feTAUAT&S wim IF(NOD FRANC BURD M6. ""%M Avow SPACI G$ mm Yn6M. IRFMN,N,L mom WILING lIA.7 3 •t4NRIRMMM ORArw (111 3 SIX# DBTAeCE ARE 41DCATED ON i14S SCHtOME- TOR L0. LIES Tau fZ. ON SCHEDULE REDUCE 110" YAGJF O,RAepwel 6tPPeP J A O.) _ A a• IRAitPLY/G Saw1No SONAR ON SdE°MI B7 M FOLLOWING FACRMS FOR INS OPE%MV" TO K FQARE, �(� y` �R R� peWll 'EDUCED SRIGNN OIPAMM USING FACTOR SNLL NOT K 4= 11N14 _ ��� _ ___ MOWINUM S4KMG INCKAIM FOR EACH ANCHOR TYPE ON THIS SCNLDM.E- r 0.9E 1/4'• TAPCC N _ .... ppppSSTT1MNOo POURED AM]OR e 9 O.C. __fiE OR �ONCRMBLOCK --4) r ry v NI �1 I r v.-awl' f0U3 room tiOyW' a 1_ WA68 n,1 I{45r-3m1• C.t ... _.- )_._. trot -0) pM I N I 1 p r ( n 1 1 L' p 1 f i- AX t" LEN n �..._ - _ PANEL LD/G'RH LENGTH A , (SEE I ELEVATm1 tl 6' PANEL LENH011, SEE T• yy„ I W SHEET f2) "I- 1 HEFTELEVATION2 � ON SHIEST t2) p--SEPARATION L °t- fl 1 II TO GLASS. 1 r Yr r 1 LJ 4 ' 1 U E.D.�" 1 E O• r 1 J 1 I EOJ L -' 1 I •P- , /•-Y- t(� la E. 0 12 * Is W 'a tC. ,..._ 1/4•0 tAPCON -ANOOR _,.._1/4.0 TAP NA a 9. O.C. ANCHOR a 9. O.C. CIUSRIG POLO" CONCRETE OR EXISTING POURED CONCRETE OR ._0140 TE BLOCK REOUPW ..CONCRETE BLOCK REOLNRED WALL nnfLm"__ MOUNTMOS SCALE 3/8-1• FLORIDA INSTALLATION DETAILS FOR UFE SAFETY PANEL (1 INTO WOOD STRUCTURES (l '' 1 4'a 7APCDN I�ff49 TAPWN O.C. + I 'r ,�A NCK"t a 9' O.C. r ill • 7 II 0 11/4. Y• G, 1 H V I 1 ® A p 1 ,jt-Xw,• F%SRN,¢,j I t 4Y-aO.t• �- ..r/+ �z.-i- - n FA�15 • e - i i- - pt wetenaPwp• CtA55 N I 18aR, MQ r r• I t I _ %i 1 IW p rt--._ --..- :-- 6• PANEL LENGTH p 1 (SEE ELEVATOR -i-. + PANEL LENGTH N R (SEE ELEVATION •--_ ON SHEEN 12) N 1 ` ON SHEET 12) 1__.EPA9ATON.._. 0 TO CUSS. IH--iEPMMTW 6 _ N 0 GLASS. b• { i 1 •,t VIFot EQ.--_ j et�oe '' - ; } Eo - t_ F r.4' wo0y. ' VW WDOQ _ PLATE PLATE REQAREb _t/4'e PANELWTr PLUS REQUIRED ,.1/4.0 PARE MATE PLUS _ -. ANCHOR a 12 1/P O.0ANCHOR a 12 I/V O.C. ALTFBdAIIYE R-3AW �f.J.11`�._SAILLi r� r REGULAR PANELS L ,twuU+FlrNt ALL MOUNTINGS INN, T.k/ SCALE J/e-r• ✓ alA:: VLEN�'.,9 .44167 FLORIDA BUILDING CODE Non High Velocity Mirricons Zone 24 GAGE QAlVA1IM STEEL STOIRI PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. STATE OF •:HOC oRIWx F, -�--� DESIGN PRESSURE RATINGS s.f AND PANEL YiH�O'• F n/am LENGTHS AS PER ELEVATION (ON SHEET 11 '5� ,P LOR I1LIECOINa. AL PROTIECTON PRODUCTS- LLC, ,MIL `'HA So SMW �ONMi.0.H'1- 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD S/ORAL E� / t% a r aa,eRM4�A a AMe Usm MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC FNHMM+aML- r HP:• ttlF�':'N,-,AN H.: 6R6 fn-HT F1GNE ryM)ps-39I6, r3s (ae4)Nu-tan 20-175 DENSITY OF 0.55 OR EQUAL PE. »/Ot7E CA-99M17,9 w.w esr rN AWr-. r BLMeto tr 4M.1O1 w TUIV J_ P.L M ti $.ED 14 a .6 •+r N N Cn j O U N O �- Q � O 2 C Ca D- co CD O O � O CL 0 a) � CU O O tQ LL `� O > •CU VJ 73 Cn O CIOL O .- '' ^^./ vJ Q \/\\\ J N rf C O � W L aFz o �' cc E.7"IC11 .0 ;� 4 u- a. O N L 03 ® N l0 m 4111; � a 3 1° Co40 v 40 d sa- G E: fC1 ..5 c} w J LLI a Z Lz Q .J SHEET NO. SH 1.4 *EZIW/18 ANCHORS ISEE SECTION EZI & ALTERNATIVE EZI* ON 54EET 18) MI, 90 (SEE I* NIP, (SEE Nom 2) DO J" 2) -9). /2' 4— pop RIVE, LAST PANELOI TO BE fNS1ALFD At EACH OPENING SHAL, ALWAYS FIT PROVIDED W/ REAR MANJUX TO FALLRATE flR15TALLATION IF INTENDED i TO BE INSTALLED FROM INSIDE OF STRUCTURE RER 5ft T I- T I E-2 HANG STORM PANEL SYSTEM kA 4NFL L 1 1 Z T ((NO PANLL, 1 -ER MAX CONSISTINC. Of PANEL � rant TFE404M TOP BOTTOM "1 14 f�11';,--j _1 (END PANEL) SEE MOTU 1., 3. 4 SET NOWS 2, 3, 4 FONELi SHALL ALW&S BE CONNECTED EIGITOM TRACP IV' SID. W%SPALL BE PROVIDED AT TOP OF SUCH MAX 47 (1 xx xx IF 4 jND JIANELS ARE CONNECTED TO BOTTOM IRACW� CONNECTION 7/8"It-3/37, i:�) SHAU CONSIST Of /4"P-200/4' MI,& W/ WING NOT OR 1/4"6.3/4* Mi. THPUMIESCREW INTO TAPPE6 EICICTOM TRACK LOCATOR OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT PLANCES. OF END PANEL, 1--lit J [A 1111 1A P 4) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM d MA, 'RACK (I.. A STOP W IS ONLY USED A' TOP) AT LWF TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS T T� P I 1 11 T- T-1 TTI 1 1 I 1 1 1 1 T-1 INDICATED ON NOTE (3) ABOVE IN SUCH CASE CONNECTION Or IF I I i t++ , 44 14 111 �TJ-J'J I-J7L J J- I- -L J -1 PANEL5 TO SICTIOhl TRACK MAI OCCUR AT AMY PANEL LOCATION j J- L I- -1-J-1 L L J -1.1 L -1 J.L J-.L -I-J- L.L J­,,� SEE NOTF 4 3 I' 4H OR *ifc t INSTALLATIONS ONLY VALID F ANCHORS SPEED UP M IV "I"' -ISEE SECTION EZI IuItRhATIVE VIPs ON h8l CZ I/To, czlw/18 TYPIC LEI 'ION -FOR SERIES 2009 E-Z HANG STORM PANEL C1 SYSTEM (t) W. ��rl SECTIQN A -A EN FLORIDA BUILDING CODE (Nor, High Velocity Mor i=ne 2-0), '21M 44167 24 GAGE GALVANIZED STEEL $TORIA! PANEL Re. STATE 11LIECO... GLOBAL PROTECTION PRODUCTS, LLC. "t APVN, CE I AHDA, I. `XX 20-1 ?5 ARPHYHAI - "LLP A 1�1 Ir NINT I, V ENGINJE E R 1 ENGINEERING EXPRESS*x PRODUCT EVALUATION REPORT September 15,2020 Application Number 17569 1 - R2 EX Project Number 20-31543 Product Manufacturer All Arnerican Shutters and Glass Manufactui er Address 1540 Donna Road West P.Im Beach FIL 13409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. THIS Product Evaluation Report is being issued it accordance with the requirements of the Florida Department of Stisoness and Ptolassonat Regitiaton florlda Building Commission) Rule Chapter 61 G20-3 005� F A C . for staleivide acceptance per Method I(d) The Product noted above has been tested andica evaluated ars, summarized herein FA show cornpliancte with the Florida Building Code Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this prodLiCt shall be required (allowing pertinent Florida Building Code modifications or revisions Substantiating Data: - PRODUCT EVALUATION DOCUMENTS EX drawing #20-31543 titled "24ga Galvanized Steel Storm Panels IFiVHZ & Non-HVHZ) , sheets 1-5 prepared bir Engineering Express, signed & sealed by Frank Behintudo. P E, is an integral part ofthes Evaluation Report, . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 lost standards net test report(s) OBT-ASG-17-001 by Biackwalei Testing. Inc Large missile impact resistance and cyclic loading perfouriance has been tested in accordance with TAS 201 and TAS 203 test standards per test reports) 98T-ASG- I 7-DOI by Elfackwatef Testing Inc . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based an comparative and/or rational analysis to quality the followng design criteria I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Aricthat Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH. FLoPioA 33442 (954) 354-0660 1 f866) 396-9999 TEA.0f.11 MEET' EIGIMEE-iNGE-ess ca- 6, -� OUZ A` ­h­ IV A I III Uil "HI �n T, i r Ir @MMENGtNEERING qz;�% Page 2 of 2 All -\merican Shnittersand OILS— 24paGaI,EaTizedStcV4 Storm Panels No 33% increase in allowable stress has been used in the design of this product, Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been dernanstraled as evidenced In previously listed test report(s), and is accounted for in the engineering design of this product Wnd Load Resistance Th; product has been designed to resist wnd loads as Indicated in the span schedule,S) on the rers�cfive Product Evaluation Dwitment (I a engineering drawing) Installation This product shall be installed in strict compliance with its respective Phaduc(Evalashon Document (I a engineering drawing) along with all components noted therein Product components Shall be aline material specified In that product's respective Product Evaluation Document (I a engineering drawing) Limitations & Conditions of Use: Use of this product shall be in Strict accordance with the respective Product Evaluation Document (I a engineering drawing) as noted herein All supporting hosl structures shall be designed to resist at) superimposed loade, and shall be of a material listed In this product's respective anchor schedule. Host structure conditions which are not accounted for in this produel's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components which are pernarently installed shall be Protected against Corrosion. contamination and other such damage at all times This product has been designed for use within and outside the High Veloco Hurricane Zone (HVHZ) Respectful[%, Frank Bennardo, PE ENGINEERING ExPRESss' PI-11:0046i49'Cern Auth 14895 160 SW 12" AVENUE SUITE 106. DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAMU!eEmGtNFtRiNGFxPREss�ccm In- �IA 1- 15t Ik IL j �T -T c Fl- c TL,. fl, Ai L Cx PPNX ­04", h p 41 i'l ID. .-I%-I 01 C Tm 7 0-1 In c- &�ITTPDNALII D­ ft rill' I Ujin 8. UP IF P, wir U) 0 LL. o 2 x Ro R I. Lu ZE _j 11� 1 20-31543 1 INSTALLATIQN QUAILS FOR SERIES 2000 E—Z HANG STQRM PANEL INTO POURED CONCRETE, CON-CRETE DOCK AND WO9D STRUCTURE EXISTING POURED C WRICTE on CO 1/4`0 TAPCON ONCRUT BLOCK I JWCMOIx 0 12* OX, REQUIRED I 1/,VO I ji.x­ REX HEAD TE. W)OD V R 4.1, HEX WILD TEF � T%. ' " --" SCREW 0(54* FROM REWRID FROM D.C. 4 . EDGE OF I 1 1 4 J-) F 0 , i .9 .0 ;7' M.A DiOLA, 11 1 It SERARATION 1, 1 EXISTING N TO CLASS 44=100 CLASS - 11 ALUMNUO POP CLASS ITT RTAET IF A MAX MAX A;� 4 PANEL Air PANEL 11 1 isNcn, uNiurr, # IS F. Nj. SEPARATION 1 1/4-20.2' 1 1 TO CLASS W-SEPARATION THUMBSCREW -02 To I box 0 GLASS OF C THUMBSCAEW It E 1) ED DO 7 ANCHOR 2*14* WOOD EXISTING POURED kNChCR 2_ PC PLATE CONCRETE On CONCRETE BLOCK REOUIRED REGUIRE1, WALL MOUNTING WALL MOUNTIN9 USJIQN—M AL1LRhA1I)YL-LZ1W SCALE 3IS-1- SCALE 3/8-l' hN, EN $1- 1. , FLORIDA BUILDING CODE (Non High Veacity Hu, ;Care Zone), blim, 44F . MIN� PANEL LIENG-H 1 441 24 GAGE GALVANIZED STEEL SIORk PANEL SHIA LL BE 2*-6' I INSTALLATION ARE ONLY VALID FOR MAX. A.SDI DESIGN ee MAX T A PRESSURE RATING +/- 40.0 p�s f AND 6 0 ;TA E 11LIE PANEL LENGTH. STATE 0 114. GLOBAL PROTECTION PRODUCTS. LLC. FOR NEW WOCID FRAME CONSTRUCT"; WOOD 2, A tour*`" h 'c"" PINE P­W, 20 -175 -7- YNNi 1. MEMBERS TO BE SOUTHERN NO 2, W/ SPECIFIC ION M� DENSITY OF 0,55 OR EOUAL ~NA rNHNUHT*;� -UPT-IF �'Nl ALL AMERICAN SHU17ERS AND GLASS [24ga GALVANIZED STEEL STORM PANELS (HVHZ BE NON-HVHZ) WIDTH UNLIMITED (PEW TO PANEL SPAN) TOP MOUNT �CCMN TyP. TYPE AS REQO) SECTIONSr )PTIONALL`-20 S-17TCH BOLTS WITH WASHERED WINGNUTS FASTENED 0 OVERLAPS 0 MIDSPAN (USE APPROPIUATt- SPAN TABLE) jg - M? T FLAN VIEW r V se'. BOTTOM MOUNT fCOflN TYPE AS--J RFQ-D) MAYBEA7 5, BOTTOM TYPICAL VERTICAL MOUNT ELEVATION tl,�Iiiif N T S ELEVATION TOP MOUNT �CON --\ N RE 11 117QDI (SPAN BOVE OTrOM STRUCTION !OUNT =2 'ORIN TYPt S REQ'D) IL.ATTON MAY VARY I P U NT TYPE AS Eq T OR E�. � D) 1;�� BC)TTIM MOUNT (ODNN-/ ISP LrTe T�FE AS IiEq o) AN BELOW OBSTP.I.CTONI �OPTIO Lyir 5 REQUIRED , _2D STrT H "A"'LS MAY BE NOTCHED A BOLTS 1 11 1VA-1R11I PROVIDED THAT CONNECITC1,15 AND ANCHORS ARE USED INHI cH rA WINGNUTS FASTENED R, OVERLAPPS 0 M05PAN �USE DPRIATE SPAN TABUE) VERTICAL MOUNT ELEVATION (NOTCHED PANELS) NJ.S ELEVATIQN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: '4 GAUGE -ANDILS jMINTALUM STORM PANEL sEPARATION VFNUM GLA85; MAXIMUM DE54GN Alr�� ABU UVIMAU TIONSI-M ,,, w,,,.,., rHAui*AWVtGAADF hrANUJA0OV(1RAOf .,.35 606. 2 16 1,, -J40 gas in IF :;145 130 D III BLENS in 00,v. SAIB 0 116:v �PAN 5LHLL)ULL NU I tb: I ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWASJE STOP M FANEk SPAN SCiJFOOLE J� ACCEPTABLE FOR USE WITH POSITIVE tOACS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2 PANEi. FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS L:-TPACk. 57UDD I) ANGLf. E-C.) USE 6,Z1 0 ..PANEL FASTENER SPAC�NG I'ABLEVALUESKIA ALL H", AND -U- HEADERS INCLUDING BUILD DOT COND TIONSt 1 L;NEAR INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE Use NEXT HIGHEIL LOAD GLASS SEPARATION NOTES: I ENTER 5PANSCLIEDULE WIOII POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED z SCHEDULE IS REQUIRED FOP USE WITH POSITIVE WADS ONLY INTERPOLATION BETWEEN UOAOS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD 3 FOP, INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3 THE GLASS SEPAPAILO SCHEDULE Is No, REQUIRED AND NO MINIMUM WALTAILON FROM THE FROTECCED OPENING 15 REQUIRED -N-1) KID 1E I C�' MAXIMUM ALLOWABLE DESIGN PRESSURES: [iiS NOTED IN DESIGNI DESIGN NOTES: I SCHEDULES a POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER A SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE RE�UIREMENTS AS IN DETERMINED ACCORDANCE WE H ASCE 7 AND CHAPTER 1609 OF THE FL6RIDA BUiLDINIG CODE SHALL BE LESS THAN OR E VAL TO THE POSITIVE OIL NEGATIVE DES16N PRES2URE CAPACITY VALUES LISTED HEREIN FORAPIf ASSEMBLY AS SHCIWN. GENERAL NOTES: a, THIS SPKIFICAYION HAS BEEN DESIGNEDAND SHALL BE FABRICATEO IN �c,;QROA Lo UIREMENTS OFTHE FLORIDA BUILDING Coci R USE INSIDE AND OUTSIDE OF THE AVHZ PER ,EVENTH NC E?Dr0,H'VT a AS 201, 2ED21E­ATV P ROTEXG IS. CDNTRA17OR SMALL INVEST "ATE kND CONFORMTOALI-LOCALBUILDINC CODE ANENDMENTS WHICH MAY ,PPLY. DESIG ' CRITERIA BEYOND ASGTATED HEPeTri H'Ay REQUIRE IPCITI.NAL SITE SPECIFIC SEALED ENGINEERENG. ! No 33_tl 3% INCREASE IN ALLOWABLE ETRES& HAS BEEN UEEU IN rHE 4 C;1L jyl g1l 5H LL BE C OCULDINA71ED BY 7H E PERMITTING CONTRAC TOR, 4 It' .'a TF FROM LOADS DEFLEC77ON OR SFANS CA14AT4M E E& HEREIN.CONTACTIT's 'GIIJ FMALTEP.NATESPAti'ALCULA:rlClrlSAf. MAY BE REQUIRED The SYS'CeM DE'OkLED HEREINIS GCNERFE AND DOES NOT PROVIDE If RNAT� N MR A SUPECTICSYTE. MR SITE CONDITIONS DLFF!RfN7 FRO" ULF T CONDITIONS OBTAILED HEREIN, A LICENSED ENQUIEEKOR REGISTERED APcHITFCT SH ILL PREPARE SITE SPECIFIC DOCUME 14�5 FOR USE IN C UJUNCTIONIVIT-HISDOELHENT , DESI N PRESSURES NOTED HEREIN ARE BASED ON 14AXIMIJM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR, 7 AU FASTENERS 70 BE GREATER SAE GRADE 3 UNLESS NOTED n OTH E A�'CLTO KWISE PAS NERSSH a E CADMIUM -PLATED OR OTHERWISE CORNOSION �RBISTANT MATERIAL ANI)ZHALL COMPLY WITH SPECIFICATIONS FOR ALPM`MUM TORE` SECTION 1.3 By THE ALUMINUM ASSOCIATION, INC, & ANY APPLICABLE PEDERAI, STATE, AND/OR LOCAL CODES. a ALL STORN PANE SMALL BE 24GA STEEL S,O 024" 9 �RPI RA EI-s SHALL CONFORM TO �5171 ­3 STIPIURII-PI-ITY L GECT GALVAf-ED COATYXG ­7H A MINIMUM Py=4a.l 10il 10, AUL ALUMINUM EXTRW51ONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERIVISF. 11 TOP& C NDITIOPIS DICTATE. PANELS MAY BE MOUNTED VERTICALLY CR HORIZONTALLY AS APPLICABLE. I , COF4C�TEANCHOR5�4�TEDHEUTM�A�BEEMeEDDEDW N N-CRACKED CONCRETE ONLY. INSTALL ALLCONCRETEANCHOKS PER MANUFACTUREKS RECOMMENDATION$. 13 THE CONTRACTORIS RE5POMIDLETO INSIOLATE OR PROTECTALL HE BERS FROM DISSIMILAR MATERIAL& TO PREVENTELEC"TkOLYSIS 14, ENGINEER SEAL AFFIXED HERE "TOVALIDATES STRUCTURAL DESIGN AS SHOWN ONLY USE Of THIS SPECIFICATION By CON-TILACTOR, III 111 INDeMNIFIES & SAVES HARMLeS THUS OfIGUNEER FOR ALL COST AMAGBS 0 INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM P JAL JATV FABRICATION, SYSTEM ERKTION, & CONSTRUCTION PRACTICE- BEYOND THAT WHICH IS CALLED FDR BY LOCAt, S-TE, & FfDrri� CODES A FROM DEV ATIONS OF THIS FIAM 15 EYCFP7Ar EXPRESSLY PROVIDED HEREIN, NC ADDITIONAL CEPMFD�ATIONE OP AFFIRMATIONS ARE INTENDED IS- ALTERATIONS. ADDITIDRS DR OTPER MARKINGS TO THIS DOCUMENT ARE 14QT PERMITTED Al D P4VALIOATU THIS CEPTIFICATTON "It 1A LS 5HALLBEPERMANENTTLY LABELED WITH A MINIMUM �F (1) LABEL .E VERY a 0 FEET CONTAINING THE -1-1-MVING IN FORMATION ALLA EfUCANSHOTTE119ANDCLASS. WEST'PALM BEACH, FL TAS 201, TAS Z02 &TAS Z03 FLORIDA PROcLICTAPPROVAL NUMBER 20-31543 VISIT ECALC.10131543 F-�R­ MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT It L 13 L t —7 74- 7r- 7 7 a 24 7-6- 0, a" a 23. 25' 22' 2� L" 1=1 I El Z67 H..d. Q­ , Q,. 7X. 2`F 2;' 2' '7 2' 1 T 23,, Nr AT- 33" 2 BLAjol, P I ..,FX —2� -2;� -xF -iv so -LrL zv, AT 20 1�+ —; 4-1 2 0 'F' T.,k 25, L-11 1 22' -IS, 3t- ST Sa-� 111 W 29' 27' 1 29H W 3V - 2'r 49' $U` SY a' iF 91 1 n-s- —�,z- 4 2, 1 2� 26r, 2�f3D`�! a 5 Is. 1" Ir 41- 1 I 3L 53, Sto Aro. ". MPMUL, I ZIT *r505 3' ii� Z5 C') I- �... ­1 Pa ,-A- SPIRIs SAM -ANY COMMOA1,1. u� ur) ­U, 11.171. PESS IhAN ­05A NOTIND INTAIN! ­1 -1 ­1 WSPECOUX .7- vP.hNuPC1—.Mu- TMAJ, ANNUS m -,Z%InP'­.TA­ST 'ATCNeAE GA- 0C OPENING hPER ­ I. i. �%- -1 -1-110 �­DM PHAPINUI IN THISE F`JOP RIOR FASTENING DETAIL L N, T,S, Ln Op LUC"3 IZ.g In LU -0 ILI ZZI I.Sn- :PPI �`MCIVII 0, n0q� Th, IRA, DIR -9, GIt. 1,, AN,- WOPPc -PRNs SIALTI4 TABRE, TP L 20-31543 SCALE, ION '55 PANEL DETAIL V M �!PT LL R —7-7 INTI IA�IINING Ell ­0 CNJ to LLJ LJ- C- In <0 C= z;; -cm CIP L.T C.0i un to 0 l-2 0 094" r--2 990- -2 7 P, ­UI, -r-1 AW 0 Oq4" a7% Z 11 1, to rV -8 18 GA_ �014" Tyr. 'SC 094" 1094" 062" 062" 4 .. --n 014 I c94 �q It , 1 930" 6, ITS 1 930"' 0 3 7 5 12,0120 L 35 -�O 062',. �.25W- i'mc. TYR 1180" @WILD-01 H­ 380" MAY 0 3131, O�.gj;� 0 37E IL W �C`OVE RAG E 019 0.19C '50 12.500" PANEL COVERAGE S REL 1.7 --r7f "S" 14 875" PANEL LENGTH Ca EECTI.. 7 a R. 4-0090 TYP 9" 6 MULD-OUT MACK �AC a MQUF� TRKK L9 V6, LEO DIAI-Trcii T­1­­3.DcC1-�_0.12E' 'I' ANOLE -r#ACK LEXTENDED) A ;.AX CV-::-",.P..1� -I, > 25" MAX. VERLAP 4` CORIJERCILOSURE DETAIL A MAI. MAX U-1 ­1 LPPLUUN I I P11111 "11.111 "'1 TIFI jll,�'. EMBED IDOD" In, -OPPERLAP ­1 "I'lit"'. 3920' �­' ;�� / I M E MAX I T �, I nL--� TIZ 77-7777 '251, MAX L11 Ur 4" MAX. k''E" t Lli HP, I r IL�EMDUUT 110E.M DS­ r D N T A — T I ANCHOR SPACING SCHEDULE: 24 GA UGE PAWLS, PANEL FASTEME tS 9 12 5� 0 C IBM /'A 3 R A V 11IM1111111 mmm am BEIM lllll�lIllllrrw� 1 2/4" PTICF bt%'rANrP I ANCHOR NOTES: I ANCHOR SCHEDU LE IUPPLIE S TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY z ENTERANCHOR SCHEDULE BASEL ON PANEL FASTENER SPACING THE E4lSTFNG STPUCTURE MATERIAL,&ANCHOItTYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUIFTERSPARLSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEE7 2 FOR IDENTI FICATION OF CONNEL11ON WIDE;. I PAWL FASTENERS"ARE STUD USED IN COMUNL71ON NYTH ALL MOUNTING EXTRUSIONS [" FT­r RACK, 57UDEIED ANGLE. ETC IS USE 6 25" OC PANEL FASTENER SPACING TABLE VALUES FOR ALL W AND "U'-HEADERS (INCLUDING BUILDOUT CONOI`TIONS� 4 A' ORS ' SHALL BE INSTALLED IN AMORDANCE WITH MANUFA,-TURERF,'F�L-COM�4ENDA'rIONr 5. HOLLOW 5LOCK HDSTSTRUCTURE SHALL CONFORM TO ASTM C40 BLOCK, 6 MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE 7 MUM EMBEDMENT AND EDGE DISTANCE EXFLUDES STUCCO,FCIAM, BRICK, AND OTHER WALI FINI HES WALL FINISHES SHALL BE LIMITED TO 1/4 MAY OR SHALL E VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE 0. CONCRETE ANCHORS NOTED HEREIN Sf-LALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY IIST714G STRUCTURE IS WOOD FRAMING, EXISTI NO CONDITIONS MAY VARY. FIELD VERIFY THAT FAST ENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSO RE PIECES. 10 WHERE ANCHORS FASTEN TO NARROW FACE OF 57LID FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" � 4" (MIN � WOOD STUD (X4" MOE DISTANCE 16 ACCEPTABLE FOR WOOL] FRAMING). VJOODSIUDS�IALLBE"SOUTHEP.NPINE'G-0550P.GREA7EPDENSM LAGSCREW SHALL HAVE PHILLIPS PAN HEAD OF, HEX HEAD, it REMO ABLEANCHORSARF OPWALT PANE LK47E, AU-POINI 5 SOLID -SET &BRASS BUSHING 12 MACHINE 9-REWSSHALL HAVE 111' MININIUM ENGAGEMENT OF THREADSINTOTHE BASE ANCHOR AND MAY HAVE EITHER A PAN HE -AD, TRESS HEAD, CR WAFER HEAD (SLOMALK BOLT) U N 0 0� MINIMUM EMBEDMEP47 AND EDGE DISTANCE EXCUJDE5 SPUCCO OP. OTHER "ALL FINISHES 1 4 = DESIGNATESS ANCHOR CONDITIONS WHICH ARE NJT ACCEPTABLE USES. US UNEAR INTERPOLATION US NCIT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES URTSD ON THIS SHEET 1 20-31543 1 ,a A, wr w Ln IN T V) U.J 01 95. Q) C/) -00 0 > (L) =3 0- 0- 0 0 CM ca -III-0 0 a) 4-S (n (3) -= C CD =3 -0 M Q 0 -cu CJ) C= 0 C 0 i=L. = CD = C:) -0— -i-, M U- ,- 0 > Cn ­­0 Cn a) (n E " 0 0- CU Cf) rqvr Cn -4--a U) CIO 0 L- CL CL =3 0 U) LU M Z SHEET NO. SH 1.5.