Loading...
HomeMy WebLinkAbout6403 Beverly Hills Drr t a I t ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pitt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Mter Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WAIF 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 03/06/18 4.0 UPDATES 06/01/18 4.1 REVISED SGD, A T r%r A r % 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE [771 FI-71 0 F-71 M71 M L_� D L-] L] E] El [__� E-1- 7] E] [--] ED El E__] El L_7 L I M= N N/xR� 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 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 0 ~ M n�m N M LL s 0 � c�NY C: d d 3 c� w (U > = '~ 7 N a) Q �1 IL w N E ¢ M N 0 O :3C U o >> a. W E " ro 2N d 1 /rPillEill 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 pp �eMy� yC� 6 N = N (V J v tL 0 eLQrn eS w LL LL a 0 Zro 0o � W d _J a M Z o O ZIN LLW aa�O WZ W ❑❑❑ U' R N z z ¢_ _ U) 0 CA ,v,l LL .j N c U 0 14 F 2 J ooLL vi =_o E V oa �o ZQ ~ 2, E gZ 0 U IZ C4~ is $ 02� �s 170 � c - acZix 0 ZLL <� Cn J `uV a i Z W C) �C:) LO J M m N C� CM co o r T Cr CL (n CIO O � CO N O O N L i T E N N o Z z M O E ai c 0 _J ¢ o _J JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. CIS I� Yltilll�adl�.ifV.,,d,a):J. ._ c a MIRROR F_ 0. BATH LI MIRROR s CM t + I 141_L- LJ BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. C IN HEo- ROD 24" TOWEL BAR TOWEL BAR r l;l 0. OBSC - 0 00 n 0. BATH 0 .I • lUll:I L.�I KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS Lu § ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL r �Bm� TUB OR SHV -9 VALVES•~ MEDICINE CABINET TOILET t4 PAPER `o SOAP DISH I HOLDER } rn °� 0a b > cli c M CTOU FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS Ln VARIES PER FLR. PLAN SINGLE ROD CLOSETS/LAUNDRY TYPICAL HEADER HGT. 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 gp FINISHED:�] CABINETS - COUNTER TOP 30" H BASE 4 CABINETS LL R F '4 a0 2x 4 Z9 FRAMING ih r0 1/2" GYP r? BOARD - FIN. FLR X SHELVING "ry N rV FIN. FLR.. ISLAND COUNTER CABINET BLOCKING I 25'-0" 1 1'4"XV-4" "L" SHAPE CMU COLUMN Wil ------ LANAI I■ T 8'-8" FLAT CLG. A.F.F. 0 10'4" T-0" : 4 I I J TYP. @ AC PAD ib fD I I S6 2-STORY O I O I HB I 6068 SGD 1 35 SH I I ALT I AC PAD III 4''! FIT ILG. 'v iry I TIE f •. DINING 8'-8" FLAT CLG. C - - CARPET u� I i I N I _ x -20�8- � -- �- I + I• -- t J ss N -0°I -- 6'' - o TYP. @ - I II i 2-STORY L__LI 1 i � -i-- El 11 GREAT RM - O Q_-�---' 8'-8" FLAT CLG. _T X O 11 CARPET ;? I I II M � r II M -L II 6' 8"" CLC. s; I - s C --'t- „ it LL -I I PLUMBING LINE X -I I • TO SECOND 5-4 3 0" 8'-4" 2' 4" 4'-4" 0 FLOOR I -I - I 1 L?(3) 2x4 #2 SPF 1/2 WALL = A STUDS W/ (3) OR RAILING In a 1 r16d NAILS AT PER SPECS 04 - o - - -FLOOR G.T. A M M UPI 126�8I I I III 1 1 1 I i_ �c "vll I BF I I I I t D •-$}tL-8" C1Gr -- I I I I I I III I I I 1 0 EN S3 A 116115I h I211 , I8 11Il6 15 I I 1-1-T AV. 4 -----�-� - SHEAR WALL ��� FLOOR G.T. STUD #2 §Pc = E GE OF SLAB 2 w - Z B YOND WALL i_ HT1T1.6'@ F- 6 4. 4'_5„ m o w BUILDER TO PROVIDE Q YE o ■ APPLIANCE PROTECTION S4 _r_ _ 8� LA -Li > O m Z w Hi S3--I'TIL w U - WHEN REQUIRED PER FBCO q ■ t p zd W/ USP L TA18 STRAPS Q n (CENTERED) EACH SIDE OF LAI J U Q WALL TO LOOR TRUSS = O S6 J U ABOVE @ 16' O.C. rn C C co TYP. @ LU GARAGE W U_- 2-STORY cn m w LL > LU 8'-8" FLAT CLG. A.F.F. Z O rr ~W ENTRY b > Q W 8'-8" FLAT CLG zAFF ------------------------------- 0 � ;n S3 I I I I TYP. @ I I - SINGLE I FLOOR G.T. 1-------- -------- j STORY • 8"x16" CMU COLUMN I W/ 6"x12" ABOVE I K INTERGRATED INTO HB I S4 WALL W/ (2) #5 0 I GARAGE VERTICAL- Cl) -1 •----------------------------- �• 1'-4° 16070 OVERHEAD DOOR O 18'-8" is 00 12"x12" CMU w/ (4) #5 VERTICAL OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fln) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X381 181X37J S.H. 14 20X50$ 18JX50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18JX712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1H3 27 1/4 X 38 26 x 37 y S.H. 1H4 2714 X 508 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 1 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 J X 38 a 36 2 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S.H. 25 37 J X 63 361 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 2 X 25 J S.H. 33 54 X 38 J 52 2 X 37 n 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 52 1 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 314" 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 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: Is From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equiValent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-A SCALE: Y"=V-0" 9 > CD N O r1_ 0 Q Q U r� LL Q � O C 0 C� -- r 0 E Q 0 .. U C N W / 3 w > "N C.; 0) > - U) O C <' (- C) w ` >>2 -; U, _ Q OF E Sz S To the best of the Engineer's knowledge, information and belief, the structural plans and specdicabons 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. O M 8 N t` � N N Q, 2 7R LJL Lu U- C Y U. aw0 Z 0 L @ � � O W CN0 mO � Q ZIL Z GoN ° J a LO N M Z N pV c�� 0 W Vl M z CD V � O c ® U lIJ J ` a SO cM J p o� a � z0 QE l) Wo Z s C,ig gg W" a� � �o m� z� c x of Z� Jb 8 v W CO � Li) 0 o, c� M :3 � Cr T ^ a. m co .Q N O C5 LO T Q N r E r z Z C E y m C a. v _J a o _J JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 1.1 Win' �Alltt L+"-��R+ih!!rArt 'tl ne l 111 rt I pill w rMI � r 1 �1 ^0 T t RI ' ' I I'I l- I 3/4" PLYWOOD DECKING-, FLOOR SYSTEI •-IN CONT. HANDRAIL RETURN TO. ,WALL DETAIL. A SCALE: NTS MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35 MP34 CLIP TO FLOOR SYSTE LANDING FRAI (2) 2x HD REQ'D @ LANDINC STRINGE CONNEC STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/411 (16) RISERS AT 7 -9/1611 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 ,a \\ o RAILING I 12 \ \ I 11 1 Orr I \ I 1x TREAD 10ICD \ I = (TYP.) 9 1 tn6 STORAGE 8 UNDER 7 STAIRS s \ 2x FRAMED 5 WALL 4 .\ I 1x RISERS a 71 (TYP.) 2 2x FRAMED (3) 2x12 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_ SCALE: 1/2" = 1'-0" SEE PLAN FOR LANDING DEPTH 1 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 42" KNEE WALL WITH 1 x8 CAP & CASING �e 1 x8 CAP & CASING 0 in 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 >9'-0" 2x6 SYP #2 * WHEN THE TOP OF WALL IS GREATER THAN 9'-X, THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C." THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS*" -------------------7 I 1 25'-0" I 1 I H1 1 I 16 TYP. @ D2 2 J O TYP CORNERS I I25 H A . SI U.N.O. TB 36" EGRESS* H ED26 O B 25 H EGRESS 60 X SHOWER 'v -- FIBERGLASS SURROUND OWNER TP -- ' - -o' _ _� �' " 0 BEDROOM - 2� I 2 '-0" FL 1�8 8'-0" FLAT CLG. CARPET M H1 D2 TIL G.T. oo X - - - - 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ - BASE 00 TUB/ SHWR TILE TO 7' A.F.F. H14)' 0 DRYER VENT THRU SIDE WALL- ) Q HANSON BOX @ 36" A.F.F.- r WIRE SHELF a, @ +54" A. F.F.- 4) TYP. U.N.O. 3 D2 SIM, W/ (1) MSTAM36 STRAPS @ BASE `v 4-SH - R&S IWIC 8 0" FLAT CLG. - 20684„ U) I CARPET o ���� �ACCESS� L ----- -- R&S--- p 9 0 s TECH CENTER T-9" 1 r- 5'-11" BEDROOM 4 8'-0" FLAT CLG. CARPET HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2)- 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS MIMI SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. U) U) = W Cr 0 LU Ne'K D2 26s8 A - BF H1 N. 6R j 0„ 0,1 to TY 10 5068 BF 1 1 1 1 12 11 10 9 8 7 6 5 1 4 Cr I0a D. (AUN --------- 8' " FLAT CLGo 2652 R&S TILE I T-11" 3'-10" 5'-11" _ -_____ W. _I N I _ 3, 4.068 BF too 61 5'-02" 5'-10" 9'-52' N � - 3 I D2 I N I SIM. W/ (1) 5068 I G.T. �_ _ MSTAM36 1 V-6 - - 2 - - 1 V-2" STRAPS @ Y I 0 BASE /-1/2 WALL OR RAILING PER SPECS 2668 11'.4" BEDROOM 3 ;U) BEDROOM 2 8 -0' FLAT CLG. I 8 -0' FLAT CLG. CARPET I CARPET EGRESS* EGRESS* I 25 SH 25 I I D2 (1)4)0 22 39 H1 D1 D1 IJAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN L----------- ----------- -------------- PER DETAIL 6/D2 OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SN SHEET HR SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 18 2'X 37 4 S.H. 14 20X50 18JX50 S.H. 15 20X63 18'X624 S.H. 16 20X72 182X714 S.H. 1H2 27 1/4 X 26 26 X 25 1 S.H. 1H3 271/4X38J 26x374 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37 4 X 38 J 36 1 X 37 3/4 S.H. 24 37 4 X 501 36 � X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 1 X 25 1 S.H. 33 54 X 38 J 52 1 X 37 4 S.H. 34 54 X 501 5212 X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 � X 71 J 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 % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-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 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 - ELEV-A SCALE: Y4 "=1'-0" J o H N Q X N M LL CL Co M c N N Y W U) •�• C to (n s✓ Q O (13 0 < ai C) a) 3;.�� Q) > E C a 0 O C C U �. 0D L.. a O LPL► !!!1 flOp��e� ��lllllttll aRO W N _ `, f cJ o w F E S 1°fl!lii4!tll 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. I-- o E ^ N N = N J a _ J LL co I '� Q > ,o x W ao '12 Nr--r-E J w a `n LL W M LL a 0 Z t m$ o OC a o d �'- W 0 a z N MZQ�Qhp LL a Zp U CS rvie W ❑�� Z 2:i en Z av U) N t/1 z U 32 LL 4✓ Cn ,., V Cn 10 - � 0 W g (/ I Of N �V) _ LT M UA a 0 J W Z N < g E ag s� _® Q � cc f_"� oa Z - a� °d 0 &qaZ Z N rrJ ., i ro o w �� C ZCY� a " U a� .2O Lo � O o> B cv �. o = r T �-. �- U) m (0 4-1 4-1 M C14 C:) N U) ui M C_V M y N o Z E O rn E Iv ?: c a 0 ¢ o c JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 1.2 3 12 5.01 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ---- ------- EXTERIOR PLASTER ON 01 0 FLASHING- 2ND t RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS - - CJ / WEEP o nr 7K TEXTURED �Iv a I --� a �- �DD SCORED CEMENTITIOUS00 l 1 1 STUCCO C;0 FINISH ON D CMU (T P) FIN FLR_ 3068 FRONT ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT 5.0�12- FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS r EXTERIOR PLASTER ON FRAME 12 CJ 25-SH CJ 4.01 CJ/WEEP F, 25-SH 25-SH TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 - 14.0 RIGHT ELEVATION - A SCALE: 1/4" =1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor luovermg R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 > 0 0 vCL N dm x MLLa 4 o mom c'a�Y < Q 0 > - M w N rY > tz O 0 M 70 y e a � W OWN P '" NS E y � • GF. `L F V-0 P 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 a g 0 N 6Cl w r;2S *hLLw MJt 3rNivJ2 LLaY LLLL o 0 Z W W 01"g o < Q 0 rn ?, L a 6 a a0 N _J " MZ �N0 W 0 �Myj Z N M z z a 13 Q) 4J Z .8 0.8 LL t0 N W W �0 N -� W 8 fV �N � � U LU _ L x U Of Q � 0 � Cl) W J " E i Z0 8 Z M�; C,Jg � Z C: 1Z W O J > L6 O rn L° m CM co = 0 T Cr W m O CO) N o O U) r .Q Q N m W Ch T N N e Z CE o w C a- U Q p JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 2.1 IL' 'I1"r a FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS 5.01 12 Or, _ . � 14' OFF R ---- ------------ ----------------------------- --EXTERIOR CJ PLASTER ON FRAME 25-SH 25-SH 12 FLASHING 14.0 t ------------------------- -- 0-0 1 ---- -------------CJ-/WE--EP - - - - - - - — 35-SH ------------------------------ L-J- 6068 SGD TEXTURED CEMENTITIOUS r` FINISH ON CMU (TYP) REAR ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT ---- ----------------------------------------------------------------------- EXTERIOR PLASTER ON FRAME 1 H3-SH 24 SH 12 4.01- - -- _...-- --- FLASHING 12 CJ CJ 14.0 CJ CJ/WEEP ---- -- ----- ------------------------------------------------------------------------------------------------- 1 H3-SH ------I------J-1---------------------------------------------------- T---------------------------------------------1---F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. cmenor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 Nti O N U M 1W m X av LLac a a- p � Z V � O to a N c 0 CL c a0 M w,>.? N O w ¢-O E c 0) O O y(t+f >>i1 W W N �NO \\`� SRO �V - Cr AO F E S SI Off` 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. 0) S G 2 J d: rn 1- 1-- J W �Mvo LL CL is JLLLL d a' o 2 mg CD 19 W Zi -yNcp %OJ CLW�pjOf ¢ n. k Z N MZ Wrn p 650 = pV W ❑0O Z gf z a � Ur N (a LU O �V) U_ � U as ¢ S oco M Cl>J i f W Z li O 29 I Q a E � — o E o Y gz � ra ��.. � �p �a�� �g Wz uti0 Z a� J ca a Q� Z �� 8 jU W�= F 0oQ V T �� J O M � 0 M (o d. O 011 r T a- U) l— O CO N O N Ln ti Z T N O N c z w E E v 2 m c a U 0 Q p � JOB NO : 22-02353 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 10 014 copper to lights & outlets NEMA 1 012 copper to 20 amp ckts 150 AMPI 200 AMP 10 010.2 Copper to WH 01 910-3 copper to Dryer METER 2/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED 4 Bare Cu Ground INTERSYSTEM A BONDING #4 GROUNDING WIRE TERMINATION PER ;WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Ara Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined In UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.WEATHERPROOF DUPLEX OUTLET P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN ;Q11 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �BP PUSH BUTTON SWITCH (OPTIONAL) Cp PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— w�' >-OQ EE >_m WP GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN. SCALE: %4'=1'-0" ----LANAI---- ■ I � I. /40 I I I I I AC PAD GFI GFI DISC. I � ■ ■ dimoff f Iqp ---- I - -- -1 iBRKIFtt. DINING - -IGMT AI PR 3o �SPEICS I! 5'-0„ — ■ 5'-" - \ -- - LIGHT AS PER I ! SPECS I PENDANT GF LIGHT PER SPECS GREAT RM ii _ GFII .-1- - I O GFIII _ _ - I ■ t I I ROUGH -IN U.C. OUTLET FOR OPT. `? ( ZI _ I I (/ FAN/LIGHT I- �1 1 1 Ell F I SWITCH D SPOSALOR N I1 L GHT PRE-W RE i._ t-- - I II 1 1-1017 " I I I 1 ■ -- - 4 - CH 6 fr_:� —-7-4T L S I 1 I I 1I S I 1 H - - -- I I I I I 1 14 1 I I I I II I I I I 4 I ■ L—IL — —t---_ -- / ' 'V GFI @ 44" UW.H. A.F.F. I - ■ J I 1 O Z �a I / GARAGE U LIGHT AS w PER SPECS -- >w \ / \GARAGE - _ GARAGE / DOOR - If - -GFI - r----------------------- ----� I I I IRRIGATION GFI I I ■ I @ 44" A.F.F. 1 -- I 1 I � I I I I � I I � I i------------------------------ ■� ----------------------------- COACH LIGHTS OR PREWIRE AS PER SPECS LIAIV GFI 6 ENTRY -----------------7 I I I I I I I I 1 I I I I I I I I I I 1 r� _�-I If IrI 11 ALT 11 VP� 11 AC PAD I I l V A WP -OPT. �i �------ WIC ___ I RECEPT. FOR �`1_- ALARM SYSTEM I --------� �---' MASTER BEDROOM / OPT. CLG. FAN/ I / LIGHT PRE -WIRE HANSON BOX n VTR 3" VTR Ill_ III, �I �I I I I I I I 1 I r� 3" VTR ill- I � I I nu - S.D. � WC V 3" 1 - -- 3" /OPT. CLG. FAN/ moo LIGHT PRE -WIRE — f — -- B1 T2 � PROVIDE PHONE / CABLE ANDOUTLETATTECH BEDROOM 4 CENTER / S.D. ----� M PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO 3 4 ti I I BE VERIFIED WITH PLUMBER T OS I H B LW __--W-- ---U -JII flin I T '-N \�GFI @--------- I 44" A.F.F. H A\f� 1 IJ S.D. I \\ OPT. CLG. FAN I LIGHT PRE -WIRE / BEDROOM 3 % I ✓ I OPT. CLG. FAN/ LIGHT PRE -WIRE A BEDROOM 2 I I I I I I I I I I I I I I I I L------------------------------------ J ELECTRICAL PLAN - ELEV-A_ > co N •r o- X Z ' M 0 M c�WY (;� C D v fA E�_Q CZ Q O N > � U W C: 03 0 > W N Q-0 wL_LIzEc Co O 0 : C 0 > > o W C'V O 21 N CV C:� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fa S �r O CS N CS J u- 0 @ LL W tC) �rNnv� U. Clx �LLLL a 0 0 -p Z = to o O'�Ncp m0� W a = N M Z J N 0 _ ILj Z d V Cn W ❑ ❑ ❑ 0 M V Z N co z OD z - N ON N v Ocg U ® tL J U 0 M Ll g E os F =-a E 0 < °& 0- 9s Z- m ¢�S a WSJ Z to CY 4Z 'O o 2LL N a� W S N W �O � oo .2O � > Ln a; m N 0 M �C) C Y m N T O N In Q r- T ui z Al N ' co N c ? E O 0 a -1 a JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 3 r• MAN10 � 00 � I 00 ZONE-2 ATTIC SPACE 60 SQ. FT. ) o ti 0 N -0" I 4:12 SLOPE /4:12 �-- 15/A 5:12 SLOPE W a O N T,, 4'-0" OFF RIDGE VENT ZONE-3 ATTIC SPACE 1071 SQ. FT. 4? a ti/A W a O N I 49' 5:12 SLOPE -7 �y JP�'� a 5:12 SLOPE ��Q O \/'o co Lri ZONE-1 W ATTIC SPACE 97 SQ. FT. I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented of of ventilation to SQ.Ventilators IN. of IN. of Ventilators ventilation soffit lation ventilation vented be provided Ventilation en tilation Ventilation (See (SElev) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 ------------- 0.0 (Zone 1) 0.0 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 (Zone 2) 0.0 Upper Floor 1071 1028 147 514 37 257 9.0 1.0 273.0 (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 -A SCALE: %4"=1'-0" 0 U N N m a .)r N�- C N' _ CV r-+ C Q O G (1) ._ W- E a 0 0 a C6 >7a: °w i l � iltlttBo� ,i,,�,q�191ti a Afir '`\ASE N �•�` i �/ .. F ° � F L 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 71h Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ao • n � M h # p cE cc, g , V LL - O 0 " °° a ui mac-, �v� LL d Y ��LL CL 5 -0� W o t `m40a �. a C'G m O J W��QjQ) d = coN Mz Or�O La U U Z N z � J n M V1 z v� 4--JNLu —� oLLj V1 V7 O C .2 so M J E ccaa u ' o ZE ~ o $ g5 om �`_ d N C C C a ~ S Z Z gv gg a r W )SSSC 0 `O sn = >LO J O rn `m U' N M Cr ^ ' L.L (n o (� 4 m O � Cfl N O LO o T Q N r m co41 N v; 04 q z z E O m M 0- E � U Q p JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —,- W Z CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" f #5 CONTINUOUS REINF. SEE FND. FOR " QUANTITY ;,:' ;r #5 X 25" X 25" CORNER BAR ONE FOR EA. ' HORIZ. REBAR, TYP. U.N.O. •, ;; ; �'; '"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" r PLUMBING LINE O SECOND FLOOR 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. 0 inn 0 co bo 80 10'-01, 7'-411 L 1'-4" 40-A1� 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. 1314' NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING I I I ;- I 2'-011 11' AWl, 6,_811 N ^ „I T-10" 51_2" 4'-8„ o I -•1 00 1 11 4„ I M j AC PAD S3 I • • • • • all �� I I a I^ ALT I 1 I I AC PAD I r— — — — — --------— IJ------------------ I P OVID 1-1/2" RECESS TYP. @ RI I t l l F R SG DOOR. REFER S6 2 STORY HVAC CHASE jBASED ON TO MASON'S SCOPE I LOCATION III I FDRVVIDTH �I I 1 I I III o o INDICATES FILLED CELL j W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 C.J. _ _ REBAR_VERT. ABOVE SLAB. r TYPICAL @ ALL PLACES I —j— I SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT - - - W/ 25" EXT. ABOVE SLAB I I II I "GRADE 40 STEEL" I 1 I I I o III I I I I III I 1 1 � • a III I 1 I • (`J, W oII 11 I I I 11 I x II I 11 II II I - I Ejlj 3Y2" MIN. 3000 PSI CONC. SI,A►B FOR HERNANDO COUNTY ONLY M 3Y" MIN. 2500 PSI CONC. �(AB OVER I . I C J 6 MIL VISQUEEN VAPOR BARRIER L _ _ _ _ 15-4_JL 20 2'- 5'-3" ' "' " '" I , I � tb = I cr r II -�� 0'-0" ELEV. -'-�T FIN CONC. SLAB( I I M o I II I - ll 1 14'-5" I I 13'-0"x3'-0"x1'-01' 50 I '-0"x2'-0"x1'-0" I I v 10'-7 1/2" CD/ (3 #5 E.W. W/ (4) #5 E.W. o M --- I -3 1 /2� v I 00 I M I M 17'-1 I pl �n h I 0 cr Z C° �O N O Z OP O u- o J TYP. @ 2 STORY A = S3 TY • @ SINGLE STORY B cM 4 STEP C DOWN ill 33 MIN. 101' 13 (BUILDER TO PROVIDE j IAPPLIANCE PROTECTION a I WHEN REQUIRED PER FBC I� JO U U) I I 9'-4° 90-411 I —+ - - C.J. - -- - - I � I N I I ­r jI 2'-6"x2'-6"x1'-0"1I W/ (3) #5 E.W. I I r 1 (2) #5 VERTICALS I TW/IN FILLED ELL S3IL — — — — — — — — — — — — — — — —I — — — — — — -jI • 11I 18'-8" 26-0" • REC SS FOR FRT. DOOR )RO IDE 1/2" x 91/2" I t l v -4" I I � � I 211 I o 1-41 1 0 I C c, 61 n" J v 00 TYP. @, 2 STORY TOP OF CONCJ PAVER TO BE 4" BELOW FIN, FLR. L � S3 a, TYP. @ } ENTRY Z _ (n O O N. 0 1 In 3'-0"x5'-0"x1'-0" W/#5@8"O.0 E.W. FOUNDATION PLAN — ELEV—A SCALE: A"=V-0" _t O O UN v m x M U- N Ojz M �,aNY C N ram--. S^ in E -t-- <C Q o h, w a) > ¢ M O 'tea oL, ,1�1��14+11t11dF�Ptpj, , 4 g0WN 1 \ •r • G�� V K �� J c O� 'F�• .a F `O rp �. Tote 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 pp 8 00 1n� W h � CI1 C) u IL Y O L f0 W qC�cp % W MCP <°� � Iw ¢¢ a v M Z N U= N Q J Z 0 W U ❑O❑ z z Q g d N LL LLJ O N c w U c a � S � WZz U_ g E sLL ao Q E ro CL CN E t 0 �� a� ou 90 O Z N �_ w z Z g ao C _ �`0 4CD �U J ,o � c� M (Q CD T 1'� ^ram Li. .2 co N CD N LO r Q � T T 05 ' M N o Z c CD ai 0. U Q O JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 5 ►. �■I�Wu L _I 11L1AM 1I 11 .l 1p r� i r TYP. @ A LOW ROOF y,,sc U U TYP. @ CORNERS NjCJ4G 1 CJ2G CJ2G D2 qD CJ4G CJ4G 2A1 —_ GL1 T:::4 — TT— — — — II LLF_ I I II II LL II II S6 TYP. — — �— — — U.NO. TYP — FL2 FL9 II R II FL9 II A U r, ._. tltltiltltit►� tII� i i � CIr it _ ■ ' OF • FLOOR ■ ►�. raaaal � � •• O 1 ►_. � � IItI. t� 22 . 1 0 1 A IV• ■ I I I I �1J�� JU_ N 3NM=1, Llj I� JI � TYP. TYP. @ A U.N.O. A SINGLE STORY S3 00 J U- ENGINEEREDW NDFPRESSURES AND SUCTIONS FOR EANBROOFOHEIGHT:5 5ftND RSH VIND 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=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 49.57 49.57 f GABLE -38.22 1 -38.22 -60.99 1 -60.99 1 -60.99 1 -78.58 1 1 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: O Q SHINGLE: Y16" EXP. 1 C146) or 1%2" EXP. 1 (3�6) 6� r TILE: 1%2" EXP. 1 0346) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/a" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[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 STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP J TYP. U.NO. @ 24" O.C. MIN. (2) STRAPS BLOCKING p 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ 1 . SIMPSON MTS12 w/ 14 10d x x= 1 1/2" NAILS TO BLOCKING �. r:.. BELOW @ 16" O.C. 1 -x` PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" 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 1 112" 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 1 18 - 10d x 1 112" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 -- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-112" HTT5 5795 518" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 *" 1005/915 "" 8 - 10d x 3" JUS26 1000/1080** — 8 - 10d P HUS26 1320/3235 ** 1335/2820 "* 20 - 16d x 3 1/2" HUS26 2035/3400 --- 20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS 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 1N (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3860-F w/ ( MID D INKER (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY *" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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. (A) OR 2 PLY ,ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—A SCALE: Y4"=V-0" 0 _ L co U �m X iCS LL a -0 C) N M NO Q C N Y _ O O Q O U cil N ^` < W CZ 3 W li N Q s_ . — E (is O c 0 F y�r Q aw>>a�,.. •1 rNrA�6�fAAn ROtW C-) `�O Q� x g F,\ �vF[SSI w 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) 2 a $ g N CS Gy/ 10 J LL 0 iC.0 tll ik LL W coC,40 LL 0 Y LL a 0�cc Z t_`mO1 O°S 13 0 � M 04 o 'f' ILW W O N Z 0 ❑ ❑ ❑ z � z z� Q U) z Ln Cz U- �.ra cn _ •U 0 V) V) U c � Q � N r� W M J LL E E i �J a z® Q E IT ni E "? a0N w°a o ro ao W a Z� ro U)V wJ � w0 OLL rr QZ W. U o gs o xF g N ~- 16 �O = �L J 0 v la 0 M (p O a. U) .2 co M 04 O N L0 T r= ; 04 04 z z E O E 6 M a U JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 6.1 r IIi�I��IWI,I I I ul" Its 0(2)— TYP. @ HIP CORNERS 1 I ------------------I I � I � I � I II j U UUj U G�r— TYP. U U I U.N.O. I I I 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 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 (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -35.94 -49.57 49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78,58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6" EXP. 1 CY16) or %2' EXP. 1 (3�116) TILE: 1%2" EXP. 103,116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM Fi667 0SRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-AA (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[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 - 10d x 1 1/2"& 8-10d H IFGTR 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) 1 0dx1-1 /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 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SOS 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 11 MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C I 1 1EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F`/ ) (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY '** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE 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 (6) 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 I 11 N0 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER x CONT CEDGER-J - A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: Y4"=1'-0" _ jL2_ c'M 0 U_ -14r Q_ N O L_ �- O M .�, a) .�. C E Q Q O U U � i ..� •— (Q w (D QQ — E 0 !A 0 O �_ CB >✓ 70 > > 0 ,W Irk- , 0 IV •C �'` nr0 +; CV A\ c- _. .,< FjO - rY F: L 40 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 beadng Engineer's signature and seal. Q Co O fat O N J 04 C "ao� �[*``w O ,�a S v J Lu �MC� U. n• SX� LL LL L S z 0 Z r m 0 o o 0 o J J -j '„rp N G go W °2 rn�Oi Q0-a = N �2Ci a OLL aarg0 U U N Z W ❑ ❑ ❑ TOWNS Z Z W z o v a N CD 5 U 0 LAJ s IN Ly N U) /v{(I LU t0 U • Q o � 8O sg Q E U ~ W� o oa: D� Z — E N a 0 o 0 % d �g ao �� ry C - C z A 8 N 0 Z FF Cn J �p 8° Q W gw OV "$ gI ° QO = �Yl Y 1 O 4 m 0 M t'0 .d. O r C T U) m N O N LO T Q •.. T T' ai M (`V �'"� y N o z z E O E .. 10 w a U � Q p JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 6.2 4T`9"F91P'f'IT �..'�'+�II11[*�IIIA'I'�"� II_>NT�TIrIiRl�I 4G �>r' 1 1' 'TIC' I�1® 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. CastAn-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved dating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MCI - • • • •Kamm 8F20-0B/1 8F44 1 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B/1T FORM dt GROUT SOLID ,. - •:�. N Q O Lu 0 #5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. C E - C ■ r • • • • 1 •• U • �• _ C • • • • 1 1 � L ■ ■ - - C ■■ pp • • • • • • • • 1- lW" © 1• 0 0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED a ° R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a °4 ° 8F16- B/1T ! ui Z ° a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT a TOP NOMINAL- ° HEIGHT MATERIALS cTi precastTFntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510, 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. (i) RECIQ'D CLEAR .M.U. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO'D ° 1-1/2" CLEAR GROUT J rL m N - C.M.U. 5 REBAR AT = - v�ED BOTTOM OF - �J LINTEL CAVITY OTTOM REINFORCING PROVIDED IN LINTEL U 0 CO M (J � ¢ o Z J LL !] u�l Q •' O 5 REBAR AT BOTTO L 1 H (VARIES) ai `' AS INDICATED 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plarddetalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos 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 5'-� O 3'-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 - ELEV-A SCALE: Y4"=1'-O" co am N c>s LI_ d ' �NL O (6 N' Y +N a r� (D N aj c C < Q O:; N U U S: a) C > •- M W W CL -c N. O O .3 C U Z,- yt6'�li9!lttfr•I��A't 0 •NSF• G cNL e, P/�Ertt1lt�let�� 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. M F• Q E " g 8p� o toe y N C il] J LL tip ;,?I" a in uj r­ -+ w - M v r` 2 a j. 00+ t o W W fE CV tC rn °' co Z NZ 3LLWOU_j Vd z oOa op e Z 23 Cl) Z Q -- Y v tN U LU w C:1 2 0 w o N U_ � e S U c 0 CD w �'pLJL E a o o >. �e 141~ Cl u o� 8V z g ro 0 z_43) H'E p g� U ZIa: 6 U }y �C LO J O d' �, M M t0 O r T 00— Cr co m ..� 0 t\ (0 C'4 0) O N LO r M ' co N z E p E `� ` a- V Q o JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318.14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y" Y4" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND T' 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 15132" 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 7l8" 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL T F THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE T AL SE 0 WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems in ludingg all riders and spray heads shall not be installed within 1 -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 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - C ncrete overpour and morar along the foundation perimeter must be removed beore exteno soi treatmen . 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewallls. 11. FBC-R R318,1.6 -An exterior vertical chemical barrier,must be installed after construction is complete, including landscaping and irrigation. Any soiildisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED B E ON THEDRAWINGS AND CAN NOT BE REVISED. 01 O N m X LL a- L -0 0 r _ M O c� •cn a � Q Qo3� N N 3 > 1:4 to C� O a O w > rL �+- Iv N S E,.. •'�..� F 1 14 F L a ., SS51�N NX �11111talltttcItlt x\kN 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 potions of the drawing pages bearing Engineers signature and seal. W> p A E n $ N r # O N 0 W �crvo� LL a rL aiMd Y MLLL- a J� W0 t ' o 0 o a0 W goo, .Co 1 o IL = � Mz <y =N Q U30 U W ❑❑❑ 0 h Z� z z � a M �4 N •u 0 0,,,s t/1 c M U C Q�� 0 S M 0 E E t�. io 3 au E: V N ° o a " p Z�E �_ g� 8U W N i ap � ms rp �� C: z g° o z N J N ^ 8 M'<W a �S Wnz C. 3 U� °E yw O J O eo N 0 M CU Q I1 L.L r) 0 v J o m (� 4-0 O � C")04 C:) N LO T M y N p Z z c ca E 0 E c c a 0 _ ¢ o 1 3 JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. SN vlll■Illllil_.��lt,>< l .I �� 1, 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 Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 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 ,Hood 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 02.0 2x _ lumber Double 2 x - lumber FILL CELLS STD. 90' HOOK r- BOND BEAM SIMPSON MGT _ w/ (22)1 Od w NAILS TYP. GIRDER TRUSS —_I STD. 90°FCONT. #5 BAR T. #5 HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST --1 BOND BEAM 5/8" 0 THRU BOLT 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN `rT"� r� .. TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D "-PLYWOOD FLOOR L-I;-== SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND I CONNECTION l r TJI TO BE CUT TO ALLOW J NOTE: - .;FOR BLOCKING/TJI „ UPLIFT VALUE IIIII `f IS BASED ON WALL OR tl -` INTERIOR BRG. WALL S.P.F. i TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR ` LOCATION OF Solid block all posts from STUDS above to bearing below. SECOND H10A SECTION @ I NT. BRG. WALL ::ter SIMPSON H10A (WHEN DOUBLE JOIST CONSTRUCTION w/ (18) 1 Od x 1 1/2" REQUIRED) (Not required if both loaded equally from above) N.T.S. = ` � =` NAILS Filler blocking 1/8" min. 2" min. UPLIFT = 1015# gap „ 1/8" gap +� ; 2 max. Small 4 max. steneranoSchedule TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearin Location '- L�—,- h V Series ®s/21, 2-8dg-� - INSTALLATION INSTALLATION �� Intermediate I BCI 5000s 11-7/8 2-8d 3-8d �- 14" 2-8d 5-8d Clinch nails ® 9-1/2" 2-8d 2-& when BCI 6000s 11-7/8" 2-8d 3-8d 4" MIN. EMBEDMENT possible f BCI6500s@ 14" 2-8d 5-8d 1 Support back of web Burin nailing to prevent damage to ✓ 16" 1 2-8d 6-8d SEE SCHEDULE FOR g g P g 11-7/8"' 2-8d 3-8d ° SIZE AND QUANTITY 2 Block solliid between joists for full len h of s an. Tight fit `- BCI 60s 16" 1 MCI 6-8d o ° OF FASTENERS web -flan a connection. 1 9t P \ 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 1 3-16d 3-16d 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® 14" 5-16d 5-16d o ° 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max ��� 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 required when with side indicated or 16 6-16d 6- 16 CROWN STAPLES 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". -Hangers with side nailing. @ @ Y - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. (NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads hi her than 15001b METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L_l� HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR1 1 b 0 a ;n GAS METER "t 8 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'41 (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking ttse 3" 110d1 nails at 6" o.c. C: Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. KNOCKOUTS) 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 g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over =J1 blocking and wall or beam below.* - - - Joist When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offsetrq Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 77 • , 6" A 1 2' ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL - - -:1-- i . o0 FINISH GRADE TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a a Trr Elk Backer block (12" wide min.) r Nail with 10-10d nails. - - - - - TTT Install tight to top flange. :.4. SLEEVE THRU STEM - \ 12" BELOW • r SEE PLAN FOR •• a . :. . • • GRADE Joist hanger FOUNDATION INFO ' a' l; I STEM FOUNDATION ` r PVC OR SCH40 SLEEVE77 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. 1- 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 j Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height I requirements 7 rj 0.6 X Joist p . depth II/ I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN rvt, t,nrlx w rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION PLUMBING LINE c a q a° a TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d G [Al d a a ,rl 15111 4 a SEE FND. PLN. SIZE & REINF. O o c- m 7G O � N NO �vNaC O N N .� Na�_c N Q� Q Q 5O 3 (ts N 3 V U N N w N.O W � � E c (� O O O U y=3 L ([S L- V > > a •° W A�''I ` r- •• k;1 S E• Z. 44 .. or� ....... rf , /j O,ESSIONP 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. E pppp N 6 CO J _J Y .0u , 0 rnNp� LL a Q. -9riLL dS 13Z o 0 rMg 1° 4*i dc4 y0a k ZN Z�5OLoLL000vOi z 7 z Q _ 00 4 to z C1 OC!) 12 a LU LU 12 U � Q) O LU V) c V1 � U g UOf Q 2 tr M E a� O cc o 8 z � ro ro zZ� z dJ y� Q W 2o W Q& �- zip g� J �0 > ui 0' m N M Cr m (0 � O CO N N L0 Q M T E _ coM z Cd z E Q '� v d a U ¢ p JOB NO : 22-02353 SCALE: AS NOTED SHEET NO. SN 1 M X c w rh CID 0 J tv II QN O E 124 0 C i 2 i U 7 I A Ez 0 O a N N A s ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 17 P') VARIES INSU 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ---/"" TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N,O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) - - - --- - - - - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER ITYP.) NOT EXCEEDING 10'-0" R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" z - L - - - - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE ` - _ ,, „„ „ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" N 5/8 x 10 J BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE 6 x 6 W1.4 x W1.4 7*4/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS TYP. i�4 WWF OR FIBERMESH Cl) `' ELEV. 0'-0"OIL ALT: 1/2"xl2" TITEN HD 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT ( @ 2x P.T. BOTTOM PLATE MOISTURE BARRIER ° • O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" 0 C) 211 x 6 W1,4 x W1,4 ATTA MENTS 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO A F OR FIBERMESH WWF R FIBERMESH �„ BE IN ACCORDANCE w/ ASTM - - o. " - _ <� „ ? 31/2"MIN. WWF 31/2"MIN. 0 -� - I � . � '' . � 4 � _ ELEV.-0-31/2 D7158-CLASS G or H, or ASTM � I I - • ' D3161-CLASS F, IN - I ° 2x4 CONT. A.F.F. S ACCORDANCE w/ TABLE Tr • 1/2"(min.)- 4" N —� 1/2"(min.)- 4" z1 I I IIFII I I N oo o p °' • � o ° R905.2.6.1, FLORIDA BUILDING _ _ _ - CODE 7TH EDITION (2020) 8„ i _ II I I GARAGE DEPTH VARIES 31/2"(min.)-4" 31/2"(min.) -4"- RESIDENTIAL ROOF SHEATHING - SEE - - - - - - - SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT.9 4„ m ,4„ m 8,r (2) #5 CONT. FRAMING SHEET FOR U.N.O. MIN. U.N.O. SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL" STEP CC ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" 1/2" 5/8" OR HIGH----------' IGH ALUMINUM DRIP STRENGTH CEILING IIVEDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 17 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 ce) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE s� 1 • , L ° 6 MIL VAPOR ° - z BARRIER _ D COMP. SOIL. ► (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK SEE U.N.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-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 4„ T .y . SEE A/S3 OR J/S6 Wr FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) IIIV-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. GOe" L� OS�G�pE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q SSE NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1� oxNl 6 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coy' 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) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR �. #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 10) 1/2" GYP, WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "* ",, „ "* METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. ( SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16' BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600# (6) 1/4"x3 1/4" TAPCONS � ) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ 10 10d NAILS FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1,4 x W1.4 N ( ) 2x P.T. PLATE WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v o ° Y o GRADE 40 MIN. F- 40ksi � GRADE N -- - ° D z #3 & #4 LAP SPLICE a e — z ° FINISH GRADE O0 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy- 60ksi] a _ 4 MONO OR STEMWALL o a. r FOOTING MONO SHOWN w o - FOR CLARITY °O 6 MIL VAPOR BARRIER n• ° - R 1 7/8" - ° #5 REINFORCING BAR n • ° _ - #5 LAP SPLICE NOTE: - - (2) #5 CONT. it — o 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS • *FOR BEARING WALL =i COMP. SOIL. (COMPACTED TO 8 1-4 8 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM T� 10" (TYP.) D1557) - 4 1-4 #6 REINFORCING BAR #5 STD. 90 HOOK #6LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. SCALE: 3/4 -1-0" SLAB INFORMATION. SLAB INFORMATION.�,S3.,)S3 6x6W1.4xW1.4 WWF • • . T ■ 0 .,r 11'I�1:I�.II 11_I"r.. �ll,�ll. II�11 11 -a11�1�1��1I'EIl�lhll _ • MIN. TYPICAL THICKENED SLAB EDGE KOT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS A. OP e � A _ SEE A/S3 OR J/S6 -I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4- (1 STC RY) 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. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAh • . •. INTERIOR a. d • -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN, SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 E � Tim 6 MIL VAPOR BARRIER _ FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1!2" RECESS FOR VARIES WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS ° AT 24" O.C. MAX. SEE PLAN FOR " " CONNECTION INFO TOP OF BEAM " " & LAYOUT DESIGN s c SEE ROOF PLAN c n °, ' ° v a r- -I ci (2) HTS20 FOR STRUCTURAL "' BEAM SIZE & 4' ' CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING 8' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w i- SCHEDULE Cr a SEE TYP. WALL SECTION FOR ADDITIONAL > 4 SEE PLAN FOR STRUCTURAL SLAB INFORMATION •y w COLUMN SIZE AND BASE W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS °`'1 GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18ID1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD �. - INSULATION PER CHART z O SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN CONT. BEAD SEALANT w SIZE VARIES PER PLAN r� G —j ¢ w/ MIN. (2) #5 VERTICALS Uj FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 `I E w SIZE AND REINFORCEMENT) 0 - �� • '- WWF OR FIBERMESH �, Cl)? w o ��`;�' :`� U BRICK PAVERS or SLAB PER parT o `n = • • • • . z 0,-0„ FIN. FLR. COMMUNITY SPECS `� _ -- - , ;�I`-'- FOOTING j BEYOND ...• . r PAD REINFORCEMENT 3" MIN. CLEARANCE v ' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" ` #" ■. CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/1 S3 SCALE:3/4•-'-0 SCALE: N.T.S. S3 o > 0 N O �* N N m X V- �. _ Q O (a N (� -0 C a_ cn a (n a� N C : E f- M fn O C, y�r C U ._ > W • `\���EEttifiiffdlF�.f f e / '11,' O'er E 1 O S S \ �, ' �f'00" 1111111110\ 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. %k OO N Q$� �p •/ C,4 a� u- ; a a � U.LL a o0S Z mg pIx W il CP _j a CIS& 0 't' u) M z J 1 O ILL N h OU Z W ❑❑❑ 0 z � z � z _ - N z O o � �N 'U g —� O N fp �- U '. w i �Q ¢ N ce o° 1iC, a EE E CL � r� Zp oa o E o N sayo 40 O WZ a� Cx a iLL zN - Cq J �o <� >W Z 3 sZ ao JU 2 W Uo �k ww A ~ iiO§ 0 121 > 11� J O rn � M r T CL (0 s CO CIO N C:) LO T Z z a E 'ttt�llljjj; Ei v ¢ o JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. S3 (MONO) Iolilll>L�I�V� 1 i �Llh.<c� (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK I 1 " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALLS 1 /2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI 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 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. CJ`4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN (. ffL EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT I t■lia!i lllilil�l�l�l �1•!��il�■ , M rm 44111 • • • . • • a 0 �_ 11 I ���■ _ IIII 1�� IIII NOTES: 1� 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES Orr FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J LLx '- 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 / C8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 96 3/8" 88" 71" 58" 41" 34" - I 10" 6 3/4" 31 /2"- SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a r POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF , 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x ---- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING --0t VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP 3 iARAGE IOOR (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 V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) 1 (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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: \ll544 (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. Op00 SIMPSON HTT4 TYP. FN�Nf; U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 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 BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS F@BLEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0 O/C FIELD ? a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 878"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - 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 k�ICE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED MAN. ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL INTO -e TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 L NTESS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON /- SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P TE 2!1 5/8"x10" "J" BOLT @ 24" O.C. MAX. 6 C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) (5645# SPF) 33 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT `OXIED A.T.R. t & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /- 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL C 10d NAILS@ STAGGERED 4 A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING 0 oA N BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD � B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 v `%3 0 1` t" r r; aUc -•r �. Coy: L.. N c-1 = C) 0 ,. N CP <>~ 0 c. 45 � J ttJ � \•. tt;t;Itct rrrr,,�, lk v F L 0 o �/11 '�O'`ESSIOC� "Wa I I I I ,',Into 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 V N N t2, r C .- LL N J , OLo I*q rNi a 32 LL a �xn a W o t° JLLLL MG�O� � Z LW z O Z O < U N W ❑0❑ z z z v2!C1 �o N ro W ti V 0 W Ln c U � Q M w Q2 tJi E o z �o S> - �O Q E H 10 w8o Q" m '++ C o O s '0 ZLL z z0 W a g§ MZ cif CDW to _ MI5 a ° 3 Lo >Lo J 0 �o O cM Co 0 =07 .-"•. U m O � CO '� N C) N LO T E c 0 N CV z z E oa N ` U -1 Q pre JOB NO: 22-02353 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 DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8'-0" O/C, EXTEND AT LEAST 90% OF , RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) & (2)1Od TOE NAILS @ EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA.Nz BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSHEATHING ATTACHED OSISB 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9' UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND IA NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE 1-1-1 OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2)16d NAILS W/ (2)16d TOENAILS INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7 ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4'T' ON TOP OF PANEL (2)16d NAILS 48" O.C. INSTALLED PER MANUF, x °� I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xi 1/2" SDS SCREWS TO J @ I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,-GABLE 1 WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP M " SEE STRUCTURAL CHORD BLOCKING N ;°to NOTES AND NAILING INFORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS WOOD TRUSSES tD00 &0 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 " 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ° ADDITIONAL INFORMATION. S5 l IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT 2"YA" MIN SFF M/S.ri CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ,SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION cn SCALE: N.T.S. SCALE: N.T.S. OVERLAP TRUSS BRACING 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. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C� TYPICAL 16d NAIL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4' 3/4" 1K SEE PLAN FOR TITEN TO CMU ,:CONNECTION 2x4 "T" ON TOP OF PANEL-j BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S'S PRE-ENGINEEREIJ WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) �II, W_�E_ �E , BRACING w/ (3)1 Od x 3" AT x • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 11T SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '—IiVIV I . 6GNRIIVU 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. tiA 0 C7 a CORNERJACK Y a Ix w z O U NN HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. �'iii„ II FOrI111111111�1111111 ow a NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION > v O N I` O SUN �tr ca X N M L- a +` 4 CD U M c-0NY a) O N .'Z • Q.t Q N Q 1 c� 4 •— W C I) 3 > - " 4)Q S1 E C N N O o 4 C: U +_ -C co L T3 a >5 w l V)y r�i (�v,N =. F L0• ••'�•.,. . J .. A�OFESS%OX4 \ e \ �i�/r10ttH1100s 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. LO C8 14 g M pp N d A ,p J LL � A V0 A a 12 r.- 0 IA aN 0 i+ CL a -9LLLL 0� 0 � QyS Z vs _ N F? S t �. :e'At�0 W�O' d�¢ Z05 N o J D 0 N Z dQ Z O IL y V . IN ��F1 z cqM Q a N c� V) Z v (V U � 4-J w � w g U W J ~- � s I .�■ Q o M � t1 ceE z p ass =- Cx o o oa w� °< g� z �o 1vo � � Z'2 a w z J 3 YA b oz 2 W L) �LL S � � �Ig iIa � 3 'LO O 120 C2 co It 00 (D .0 N O N L0 T Q T•T M A_ N co N o z E 0. ai U Q 0 JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FO AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX, EQUIL AREAS. FLOOR SYSTEM �ERPL N I 0 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTLU STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD � LAYER 1/8"THICK. = INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE . � BARRIER SIMPSON LSTA24 STRAP w/(8) 10dx 1 1/2" NAILS TO STUDf 2nd FLOOR W BEAM/GIRDER 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)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL - *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od 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 2"x BOT, PLATE W/ (2) 1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2x STUDS @ I ^ ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 W x INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 15/32" OSB 71II— EXPOSURE 1 I—x II SHEATHING — —^� PROVIDE II BLOCKING AS REQUIRED PER IT I I SECTION X-X IF NOT FULL HEIGHT SHEET C II II i II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I I T 7 II 15132" F I EXPOSURUREI W SHEATHING II II II x SOLID 2x III III II II II I BLOCKING ALL SHEATHING EDGES (SEE III OPENING SECTION X-X III x II II III C aw II II x E _ I III III II II 11 2x STUDS BEYOND. I I I I SEE PLAN o III II II I II II I I L II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318" "S" = NAIL 3/8" SPACING Z_1L S 3/4 S 112" 7 1/2„ — -I— S e 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vF"nrai ei ri" . SECTION X-X T�7 sFF �N�v 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.) oFNr,R�0, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X* SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y,". U) Z 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS 0 4" O.C. wl 8d COMMON NAIL T T @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 01 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. rxn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL �W _ O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER y R y w/ 8d COMMON NAILS (4) 4" O.C. (2) ROWS @ TOP & BOTT. fi r•- 0 `, r~n 00 0) fn LL Z) Z u ~ O(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N & O MEMBER IF GABLE END LL NOTE: e 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" e DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' 1 (2) (1) 2 (1) LSTA30 4'-9' 1 (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN &NOTES) M =� U 4"x4" INSPECTION PORT AT U_ _i NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONT PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Cr a EACH FILL CELL TYPICAL w ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE EXCEEDING 10'-0" (R302.11) 2X STUDS @ 16" 0/C BASEBOARD ir, N TO CUT BLOCK OR POUR CURB DUE TO SLOPE DECKING SECTION J/S6 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT 24" O.C. W/ 2"DIA. @ APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W! 8d @INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3116" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 4"to 6" BELOW GRADE @ 4 O/C, 2 ROWS STAGGERED -_ " EXCEEDING 10 0 (R302.11) „ EMBEDMENT @ 24 O.C. W/ HEAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1l8"THICK. c . • ., . SIMPSON SP1 w/ 10 1Od ( ) 2"DIA.X 3/i6" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS d .-� .-� -T - = �. NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD iv .' .. a a _ \ FINISH GRADE ib .� FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. W/ 6x6 W1.4xW1.4 2X P.T. PLATE T - - - - i" FLOOR TRUSS SEE FRAMING 2X P.T. PLATE :::XSLAB 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. 6x6 W1.4xW1.4 — I d .. . ; PLAN WEEP SCREED INSTALLED PER MANUF. .. : ° • .. E 'd ' _— WWF OR FIBERMESH = _ I V _'_..a_ - — — r- = — i--�- eo - 2x4 CROSS BRACE @ 48 �' SIMPSON HETA20 w/ (8)1 Odxl 1/2" ��°°''---,_„NAILS .FINISH GRADE O/C FOR THE 1 ST 2 0 OF @ 24" O.C. INTO TRUSS I I • .. • • Me III=III=III I I r- m — STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT — • III=III=III • A (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK _ _ W/3" MIN. CLEARANCE 4" V-8" -III=III I I III= — r (3) #5 CONT. ON 3° `_•_-• 1 1 I = I TYP 2-STORY WALL SECTION j SEE DETAIL 2/D2 FOR 8" 1-8 1 8 CHAIRW/3"MIN. , ;III I I III -III -� I MORE INFORMATION CLEARANCE EBAR ON T' AIR 4" 1'_g" REV. 03.1621 SCALE: 3/4"=1'-0" S'6 W/3" MRN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ry ALTERNATE FOOTING PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'4 S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. r O N O o co N N X r a O ►- �. = U N O Ri ) Iz C (J3 ax._ Q Q 0 3S L N � U^, V � q •� W 3 W N N SZ Q E C 00 > > (L µ r Sa- rf LU W r F LC) r '••.,•.••' -OFESS\0,1 ��\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. p 1�p� ak ti W N v O J Q "' W it '� W a I yMc� LL a a gLLLL d W = tom°'�g LU w �o m o W cc aK N 04 L < Z OU�y W ❑❑❑ M � V Z N z z z dj CD 'U 0,,,s V'1 c r V7 Z:) '3 U 6 A U A S c co Q 0 N (� ffi m o E E U aO ao oa ►fO� 5z°o a =8 g r� 2Ci � g gS �o �o v z z J� g �i z Z W LL� �L J rn CM (II O :3Cr t �1 T a, U f m (0 N M .� O Ln r Q N T ui T 04 N o z z c E O � a U JOB NO: 22-02353 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). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER D i-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: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT--"' STRINGER CONTACT POINTS AI 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON Lx 2x8 SYP DRYWALL STOP MUST L NOTTOUCH STRINGERS /2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" JOIST SYP 2x8 SYP / STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER J_A I-, ALIGN THIS STUD WITH rFACE OF 2ND RISER / I 1� T `\ / 2x12 SYP —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" ANDJ" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER % 2x4 BEHIND RISER i BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST \ NOT TOUCH STRINGERS --4-•2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 C I 1 ROVIDE MOISTURE ' \ PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / 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 — 2x SYP CUT TO FIT 1 BEARS IN WALL I �.r--2x12 SYP BEARS IN WALL I '--2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 SECTION VIEW "A" SECTION VIEW "C" SCALE: 1" = 1'-0" / TOP OF I STRINGER / ------------ TREAD 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP 11" PER CONTRACTOR / 2x8 SYP DRYWALL STOP '�� \ �/ PROVIDE BLOCKING I 2x SYP CUT TO FIT / I MUST NOT TOUCH 1 STRINGERS G I BEARS IN WALL I I 2x12 SYP BEAR IN WALL I EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 BLOCKING 2x4 PT UNDER 2x12 OR LSC EACH FOR POST 2x6 SYP 14 STRINGER \ TO ANCHOR 2x4 SYP BLOCKING _ LAYER �" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) SIMPSON A35 OR FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST LSC EACH � (SIMPSON14)1Od MTS12 w/ BEVEL GLUED AND 1 „ LVL FROM JOIST TO JOIST. USE STRINGER 2x4 PT NOTCHED INTO STRINGER � AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) NAILED TO SUPPORT W/ SIMPSON H3 AT ATTACHED W/ 12d NAILS ATTACHED 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. FLOOR TRUSSES 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS @ 6" O.C. TOP, BOTTOM AND VERT. DOES NOT BEAR IN WALL -- \ \ /' NEWEL POST SECTION VIEW "D" SECTION VIEW "E" SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = V-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL — —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS ` f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Llx4'GLUED AND NAILED TO STRINGER "eOR DRYWALL SPACING H NOTE: 2x8 / \ DRYWALL STOP NOT SHOWN E SECTION VIEW '-- STAIR koUNSTRUCTION DETAILS SCALE: J, = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED F SECTION VIEW SCALE: 4" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NITO RIM BAND, ID NAILED TO NALL BELOW JOINT -TO )ISTS) H /I/ 2X STRINAR 2X BLOCKING PSON MTS12 w/ ' 10d x 1 1/2" AILS 2D OR 2X BLOCKING 366 RISK / VARI E `� ECTION VIEW "H" SCALE: 1" = 1'-0" t— 0 O Au- co N IZ Q Np «s Z V M �-M3NY N C a_ Q Q d 3 Ma N > V U m N co 0 - W Q� E Mis O < C U _ >>a °w i 'Yv� cu FL •'4(' F E S S %�\ ,i�frr�tit� 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. M Q co r ac a g V y dg 0 0 5�Y°� U_ LL LL a Z t a 0 0 0 0 6 C7 W •� N tD ��rnrn 0 m -J J Z � �Z LW d �¢yo ZN OV U J Vi W ❑ ❑ ❑ z C-41 z a <t Q1 U' LL �10N •O U c 0 Q Y 0 N �p m N;Z w M X. Q J CL p u°-iz a� 0a� as �_ rv� "'i °< oa Wg z $g ro Cn C y ~ � z � J a g� iy �8 Z W� U LL co >L J O o> m � c� M (o d. �C..:�) a. �.i./ " O M N O N r E M N Z z s O U c a ¢ W JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. ST 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX.8" ♦♦ DO NOT DO THIS �� PROPER INSTALLATION 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 r 1 X 4 71x4 P.T. LT ♦♦ #5 REBAR (TYP,) �� ♦♦♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM 4 3/111 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" ( ) #TMPEBAR AND NAILED W/ 8d COMMON @ O.C., ROWS STAGGERED 3-1/4" LONG X 3/16"0� FURRING TAPCONS ..�� (TYP,) ♦♦ 6" O.C. EDGES AND 12" O.C. FIELD44 TAPCON. INTO @ �� TAPCON @ 16" O.C. & 4" 2Xg STAGGERED 16 .� ♦ 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING ,r O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL o ♦ �S�D. 0 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL d MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90" ♦♦ �� ♦' FILL ♦♦♦ @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. OLIDLS HOOK (TYP.) .�� BOTHTAPCON FACE BE NAILS 10d @ TRUSS VERT. TAP@ 116" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT El L: 41, Lil METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. ix4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" n x 3-1/2" TAPCON @ 16" .�1 ♦♦♦ BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" `�' O.C. & 4" FROM EACH 1x4 @ END w/ MIN. 2" EDGE DIST. FURRING♦ TAPCON 16" O.C. & +2" NOTCH�t�B @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ - ♦ ♦♦♦ w/ (4)1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 .�� INTO BAND JOIST & 4 1/4"x2 3/4" ( ) 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3_ 1 /4�� DETAIL NOTCH WEB AT THE �� ♦♦ TITEN INTO K.O. BLOCK t5 FIRST 2 COURSES 010 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN 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. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL RSES EMBEDMENT INTO BLK.) 1/4" MAX „ 2 -0 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND D W/GR UT •oo SOLID w/cRour 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1 BELOW 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE j ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I ALUM FASCIA WALL TYPE FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BRG �--- 1 PER PLAN 1 I 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. :e' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS (BRACENBLKG NTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL I I F CHANNEL, I SS NAIL w/ 5/16 HEAD DIA. @ 24" O.C. .,:• . OVERHANG'�' •,+ , .,. �. CONNECT W! 8d NAILS \_2 N.T.S. FASTENED PER 1 NOTE 2 BELOW-1—- CONT VENTED OR SOLID SOFFIT I L x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN CONT CEVERY RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE RACE OTHER TRUSS BLOCKING w/ 2-12d NAILS (*o CHORD TR SS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED 'YV WOOD ) W/3 () #6 X 4 - — - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" • NO REPAIR REO'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL ri USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , I LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 165" R5 FL r_ 11- Qrr 5 10n SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMONDAt-,FINISH PATTERN FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4 x 3 1/4TAPCON (1 1/4' MIN. ROOF SHEATHING ATTACHED i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE ° B-B /4" MAX EMBEDMENT IN TO K.) " PER NAILING SCHEDULE ALL - • '� , ►: #5 BAR 2 -0 8 SIMPSON STRUCTURAL SOFFIT 1. ►' " P 1-0 • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS H2.5A w/ (10) S F01 `' ► ' IN TOP c 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 8d NAILS SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ° ► ' KNOCKOUT / iv REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER , i THE SOFFIT FL PA INSTALLATION CRITERIA :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2D NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING 1 - d ►• PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2 O MIN. CONT. W/ (3) ' A SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. � 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT . 4 Z TO BE INSTALLED 4'-0" SEE 2 xOV TRUSS AS SHOWN FOR O.H. UP TO 7-6" � STANDARD BUILT UP PLWD. BUCK - EiQ * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Nq . °'• �? i 99 HOOK iv SCRIBE (NOTCH) BACKSIDE „ 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FNGT (2)10d NAILS @ 8" O.C. H #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD + TO TRUSS TOP CHORD FILLED CELL - - 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .• , �.,�. �., .�� �.� .: • ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING •: � � �'� � � � INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + "� '� `� ' ' ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL �( B-B DESIGNED ONLY FOR THE SECTION @ ENTRY KT BLOCKING AS + REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP ... SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR �'� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. X. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT, 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") } #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WHEN AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER V-011 SCALE: 3/4" =1'-0" 0 ¢ SHALL APPLY TO PANEL ANCHORS USED (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° ♦—� O A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ► ° > ► S-T SIMPSON HTT4 w/ (18)10d x 1 W a U REINFORCING AS FOLLOWS: _ y. SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & 1) - ( MORE INFO a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g► ° „� — _ 5/8" DIA. ALL THREAD ROD = g #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ► ° EPDXIED w/ SIMPSON "SET" :. 0 ? EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° NT & EPDXY MIN 6" EMBEDMENT 3" MIN. EDGE DISTANCE ¢ "' N FILLED CELL SMOOTH. DO NO FURROW. ► _ ° DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. a SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) (' ) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN O 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV.07.28.21 SCALE:3/4"=1'-0" RETROFIT FOR MISSING :b FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" N po O co X CL L (a C N Y N QS Q Q o 3 zcp N 3 Q.0 E : :3 C: 0 o �o >�dw-w \\{tfi!(llfr r' F20 W ♦f`�ri •�, • ��ASE v '• G ' q ti o ••• �\ \p •• F l-O'• 4' C,FEsS10� 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, a 00 I O N v N �� N �u� C cn # - a L rrNi v 2S d�1 �LLLLS — LL a _ _ `2m 0 O o� 1 W U) co Ia Go Z � MZ QIL �2¢Ln0 ZN O U U W ❑ ❑ ❑ z z z a - N Qz 1 0 LL CLU O o �N j _ u ¢ Y < 0 N � r— 0 _j M o _ E SE �= Ze oa zo N � �? M �o z yj C/7 .0 )� W S 8 a W D_ � U� m w �= o xQ tCD D �Iy�y 04 glS US . sn �L J O 9 0 M ca O m O � CV O T N co ♦— E M "� 0 Z c E 10 N E ti �° = a v . i c0 a o c JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. SS i CROSS BRACING DETAIL (TYP.) 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----1-WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4-- 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 Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K (2) 12D NAILS — AT 12" O.C. MAX HIP G.T WOOD POST. SEE FLR __T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 14" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH EXCEEDS 30" FOUNDATION PLAN - - GRADE N Z 1-4 HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL SCALE: N.T.S. 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN VERTICAL SCAB 2 x 6 FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO #2 SPF 48" O.C. W/ (4) INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. 10d TOP &BOTTOM KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN ( BE FILLED SOLID (10) 8d NAILS 1 = REQUIRED I MASONRY KNEE WALL MAX 3 INFO = COLLAR TIE EVERY 3rd Z RAFTER Q 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH w TRUSS OR SIMPSON w H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS I (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 127 a. 4" II : Uj Z � . I a N PORCH S LAB SEE FOUNDATION PLAN w (2) #5's CONT. T&B ..° Z ~, w W/ #3 STIRRUPS AT CN z 4'-0" WHEN DEPTH - T EXCEEDS 30" LOWER OR GARAGE SLAB 1, SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 1 ' 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 1 1 Ak MAX 3 SOLID. SEE ELEV. #5 REBAR CONT COURSE FOR BASE SIZE @ SLAB LEVEL - - - (3) #5's EA. WAY EXTEND SLAB 1 1/2" BEYOND 1 BLOCK FACE IT1 EXTEND 1 I I SLAB 1 1/2" Ak SLAB PORCH SLAB SEELEVEL FOUNDATION PLAN ln� RADE SEE CUT (2) #5's CONT. T&BzCONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4MORE MIN 3" x 3" WEEP HOLE WHEN DEPALONG w/ PITCHING SLAB INFO EXCEEDS TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 NAILS ----------- r----------� SIMPSON HUC410 w/ (14) I SttF'LAN CENT REDA CENTERED AT I I I I 16d INTO HEADER & (6) - I 1 I FOR CANT. SPLIT TO TIE I I 10d INTO BEAM - SEE I I BEAMS TOGETHER I I I ROOF PLAN FOR MORE I I I I I I 1 INFO I SEE FLOOR PLAN FOR I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE L_ — I J L_ I J I --- --- INDICATED ON SM. & ADDITIONAL INFO. — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDULE/PLANM COMMON BM TO POST ATTACHMENT r� EXTERIOR SHEATHING A - - - ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. i 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ 1- - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. _ V \I__ 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� 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) CORNER A A SEE PLAN FOR WAM IV I I I I SEE PLAN FOR CANT. IF INDICATED SEE FOUNDATION �� PLAN FOR MORE INFO COMMON BM. ATTACHMENT 1 SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE SM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • 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 Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ P WALL EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS ti I 2x4 #2 SPF STUDS @ _j- 12" O.C. W/ USP SPT22 Y @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR v J-BOLT OR Y2' TITEN HD 21 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS a • SEE PLAN FOR OPT. A- '— STAIR INFO. IF CONCRETE STAIRS Q FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB .4. y •1 i . (2) #5's CONT. T&B �! w/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH EXCEEDS 30„ GARAGE OR z LOWER SLAB SEE PLAN V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. O o ti 0- .r X M LL d- rr+ N � N N N � c � _ Q Q O 3 U N 3 •( w�a�Q-0 w �Ec. M O O W > > a y.. S E J o/� "fi RO�'ESStO P To the best of the Engineer's knowledge, information and belief, the structural plans and speciRcations 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 VET v C gC 2 U. m S u '� W 7 ,� Q LLu_ aW �1 - o� �M8 0 Z ° a N N Z N O LIL< QQ p U U rOA W ❑a❑ M � V z � z a _ J— d M � V --J ro •U LL 0 W s N Ly N U w r U o M r.ca I Q N Q a O g r6 �z z• ova z<W x� S m F$ Zs$z < $� Zz az W T3 N hLL �3 12 J >Lo �O}, V o, m 0 co (0 � O Cr CO '0 N O o Ln r Q N r ai M N c� o Z z E O E B d U J Q 0 J JOB NO: 22-02353 SCALE: AS NOTED SHEET NO. D 1 tY w r I � _ ,���•�, VI I ' I I ll I' III ,11��•Ih� I � � I��U� SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS--,, FLOOR SYSTEM I SEE PLAN I -------------------------------------------- G.C. VERIFY INTERIOR 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 rj__-� N.T.S. SEE Q/S4 FOR JAMB STUD REQ'D TYP—, SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN 0 L1] 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. E F Typ D 6" BO SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF STEP DOWN LOCATION MIN 7" LAT SPF EMBEDMENT PAST STEP. E PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE 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 k TOP PLATES BE SPACED WAN 6" FROM OPENINGS AND MULTIPLE STUD PACKS f INTERIOR HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 2x HEADER EXTERIOR HEADERS SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 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 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE K^'5� FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING A• LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' ' FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL 0 BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE d 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR I 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 �j %' & BOTT. CHORD ' AJS BLOCKING PANEL @ 24" %! O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO �. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------,NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS (2)-12d TOENAILS 2x4 TO TRUSS TOP ° 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. SEE PLAN FOR CONN. - 2x SPF TOP PLATE a016I3101*40 FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. SEE 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/ r MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 6 2 STORY COL. a@ GIRDER SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS '' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 00 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN FA DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/ F �8•-M� roA TOP SPLICE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS NOTE: PER PLAN OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 / �I SYP U.N.O. I 2 x CONT. T & B 2x CRIPPLES TO MATCH JACK STUDS BELOW \ I / (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. I 1 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 �P� 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 �2xDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. N s o N QUco N M < � O N � Q p r NUi�;�IJ LO Z5 r- C = U v O• i/,-Op S S I ON ��WHIIIIlitltia\\ 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. /WRE N_ " � J O NFA1 01 a N v LL 0 - ;20 at"w �12 � Y a LLLL a u_ 0-_113 � 9 o O J W i'mNco �O a = N rNjZ ¢Qy0 IL ILW pV CS_jy Z � 110 z � z iZ z - N U) Z M O 'L N LIJ • U W M o Z J LA_ E o Zo >� _® E u . o�WM oa 00 zoe Na "ga �oMz 0 w (� - $ y �U N� o 2 Z Cn ac, J c m Q f N (n d 6 O =Q Z J °w a W o _00 W C=) a� C `O = �� J O°t q o� L_ 0 CM c0 d' O Q C �S a. W m CD F— CD O � M N O N LO T Q �. T E T 41 N M cal z° M Z E c a 0 JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. D2 R w KS THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT 4 SEALANT JOINT WINDOW BUU CK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK , SEALANT JOINT ?NS 5) SEALANT FROM D EE DGE OF WINDOW FRAME a 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 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NOl BOTrOi FLANGL SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHII� SHEATHING BY LAPPING DOWN -�, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) �00 4SHING 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 WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER W m Q Z z z a� w w a li U) C3 W LCu U W cr Q UJ W �0 A DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER 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 SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally IL - r - 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 -- L`= approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt i, RIM JOIST 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. ,i 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 D paper. The 2V I O 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 MUCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB BHEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, _�• (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings > 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in QUtterS. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 n FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO Nl DRIP ACCE 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 ,TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF DRAINAGE PLANE WRB OND BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N n rCNN CIO C0 Q M UL- Q- IS: L M Q c (D a a CL v Q Q Q 3 CZ "3�va) (D (DC C) 7T �.cr(D00 > E S✓ N O O a U L O ll a 14-- 0 N N N 0 To the best of the Engineer's knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W � � H a $ N 1� 6�� 12 LoW U. al # a 0E-1-- duJ yMC) U.a. Y - LL u_ a S EI0 N z Lg 0� 'td N m w O CL Z IL W r��°~'Ci ¢C O ua0'� M Z g y a N U � Cnn O z OO❑ W 0 z z a N z 3 O w $ N Z U Q co M M E 20 o � >H BIZ Z® Q o E U IT 11� Z N oa <a w o Cx _ C z1i >1i Z N JJ W 3 �& O w "0 Z� 0 �U J C) Lo � c� M co :3 00-4. T �► VJ CD Co M . N O N LO r Q T_ M T M '� N o Z E (D (L U '0p JOB NO : 22-02353 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gauge{ 41 /2' x 4-1 !2' x 2-12a See Anchor Schedule Baits i 12" Oia. A325 Galv. fTyp.) o T g as IF1-#Sei"LAIll1ng Screws AK Unit Bottom Edge iiurrlone Strap (Typical:3 in front) Front Cross Support (May be cut tow) Left BraCket (16 Ga uge) 014 SeN-0riling Screws Thru Brackeu b B$ckCross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) washers / Self lL kklg Nuts "t"W li' a41aMWam unathadR14 am pauvriul mtit t" Hunscour Als Lim (� Raised Sid tieaNtas avalia & stpea asalrer ISO, va '"W Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detell Pea.1 a I v Nzo21 litre :OWLS[ EWa no Eta Lone VMS[= (inumm N rsDtard and sir a tleam• Yilllbe tat YJleittll §Mbolm EV.AMtala( ADafg)aa im a Ammtdlon 2020 sm.rt vro Roduras. Inc mom Oien.m Hrmt. F. Noero P.E. Locke awcom RE, 12Mfirm 12/140020 12r28=20 Appwad Casm: atruaaral components (677)441-0368 PE-73770 (334)XD-l$00 subca4gdry: products Introduced Aso R4suh o1 Infoesma11W nicom Nw Tachnolo0y ComplYnp. Mahed EwN.ton R.pat I,- a Florida Reglaered Archd of we Uoen"4 Florida Proleaionol Englow arumAesurina. Aormdfor Ua• Apatored for Use kwm Qedw AAA PoduarON 1Aaebrrsiege data ID It" 2UkWdL= leeled P-nx 1 rnanV.nt Moral#1540"610 Du;IFunseon Flood.nd V.rA1aII Win 12r31Q023 Yee Yet N/A 100F100 2 brorlV.M Modsl e1540, , i DuM Function IF end W.M.Bon VeM lZ00023 Y•s Yet N/A •lo6Ftoo 3 emedvent Mode)#1540520 In Flood Vent 120102023 Yes Yon NM •1Quillo 4 Em.nVent Model 81540.521 neZed Flood VOM 12A1R023 Yes Yn .1A •100h100 5 SMAVOM Model W1540-524 166qua;Garage Dow Flood Van' 12,31,2023 Yea Y. WA N!A 6 a adVenl Model 91540570 Wood Wall Insulated Flood Vent 12�Jin= Ya Yu NIA •100P100 7 ll 8rom/arit Mom640.574 14, Sdqud: G.rap Dos Flood Vent 1=1/2023 Y. Yes N!A WA Florida Department of Sualnese & Professional Reguiadon Pea.1 d1 Building Codes and Standards In4=1 Product Approval Application DQUII S9i! P4/ or of aMe Eel! M#FW IN Eat Lim llWtn Honda%= sAolegt LgalrLAI&M "Weaaac Yagiiea aam= Ewan ld i[mmo man vl Reon 2020 Drexel Metals. Mc. JssaRA PE- O 1 Shumate Zachary R. poser LWN SONO.anofn2o o8109rm OWM020 101132020 Approad Category: Rooting (502)303-1511 PE-74021 (334)300.1600 elbCa *Wr. Mow Roans hnurnete.I$dra.mr,wm Co"ftw4 Method: EvaNaBon Repair from a PlwkJ. R.glaervd Arthbd or. Licensed Florida Prot-i.al enpn- a QuWvAssLnme Ascanneal for Use AMRAMfor Use mmo 22" aeAd Raaut sleds. Nuritw r li" gmgg�gp Canna etmlrulee o.a mtettli ROLL Mice lYl�[e 1 Orarsl Mael Roofing SYNwn, ONG 100NS, DMC 15066. DMC 175a DMC 2005, 1V3112025 Yet No N/A .00-780 ouc 5v Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop 2 d4 1m� 9EEa F.odin(st 20 20 Uu.EADAtu 20 rig yotalgri Manuragtunr ronind Engines & License Validated av Valldaled FSC Approval Approved &fetus Revision 20M Thermis-Tru Crporelm Sieve Josperson Lyndon F. 9chmML P,E Ryon King, P.E 04M5r2D21 12r31r2020 04r22f2021 O(YO&2021 Approved CatWolY• Exterior Doom (800) US-7026 PE-43409 (813) 767= 6uaCragoy: SWnging Exterior Door Aeeerrtltea aj..p.-tiff anal -co Compliance Method.Evaluation Reportfrom a sin Florida Registered Architect or a Licensed Florida Professional rogation, II1iAl Protlue! Metl4l. Number r Name Guality Assurance AoorovadferUaa Aoprevednrues In NVH2 gwawLu=asLg )al?� Dillon j 1 s. Thamis-Tru Fiber-Ciaulc and 9moUh-SYar Nominal 6&#*,8 &quoklrrpect&quot Opaque 12131/2022 NO Yea Yee N/A Composite Edge Fbehillessr aingl. Door (I noWnglOu": X mnfigur4Nen) 2 b. Therm&Tu Flber-Clafalc and Smooth-32ir Nominal5$lW*,8 &quoklmpaclaquot; Opaque 12012022 No You Yes N/A Composts, Edge Fiberglass Single Door with 8delte(0 (inewing/Outimanlg, XO, OXor OXO configuroons) 3 a Thermo -Ted FibarClasuc and Smooth -Star Nominal B&M3a8 aquotlmpact&quot; Opaque 12r31=22 No Yw Yes WA Composite Edge Fiberglass Double Door Wth or Wthout sideltes pr'srving/OutwAng; 30(o OXXO conRQureBona) 4 d Thrma-Tru Fiber-Claaic and Smooth -Star Nomura) B&IRi O BgUot;lmpaot5qudk Opaque 12/31M022 No Yee Yes WA Composite Edge Fbarglass Single Door (InAWrgK)uttwing; X configuration 5 e. Themu•Tru FlberCaarc and Smooth -Star Nominal 86A39,0 aquotlmpactaqudr Opaque 12t31l=2 No Yee Yes WA Compbefie Edge Flbargteea Shills Door woh BitlNae(a) 0ntv1ng/OaAsving� XO, OXr OXO configurations) 6 f. TNems-Tru Flbr-Cassic and Smooth -Star Nominal afltt)0;0 8quoklmpacfaquok Opaque 121392022 No Yee Yet WA Composite Edge Fiberglas Double Door Wth or Wthout SNolRes (Ir*MmWOu4Wng; XX r OXXO cenflgurallons) 7 g. Therms-Tru Fiber-Cleasic and Smooth -Sir Nominal 68013110 aquotlmpactaquok Glazed 12rJ112022 NO Yes Yes WA Oompodte Edge Fiberglass Single Door (Inl.wing/Oulswsg; X oorl8gur.ton) a h. Therms,Tru Flber-Casrc and Smooth-Slir Nominal l3&M3g;8 &quoklnpaelDquok Glazed 124:11/2022 No Yee Yes WA Composite Edge RboMlass Single Door with Sidelke(s) (InsWng/Outswria XO, OXr OXO configurations) 0 i. Thorms•Tru Fiber -Classic And Smooth Star Nominal BidACb 8quoklmpat:t6quok Glazed 12f31/2012 No Yes Yea WA Composite Edge Rbrphw Double Door Win or Ywhout Sidelltes QntaringlO bemna X(or OXXO configurations) 10 I. Therms -Ted Fiber -Classic and Smooth -Star Nominal 0&NW.0 &quoklnpactaquot Glazed 121311M22 No Yee Yes NIA Composite Edge Fibaylase.Single Door (I mvMrg1Ouho,&g; X obnegunsfidn) 11 k. Therms-Tru Flber-Classic antl Smooth.Star Nominal S&M88;0 &quoklmpactaquok Glazed 12r31/2022 No Yet Yes WA Composite Edge Rbarglsss Single Door wth 5ldeiite(s) o neoing/OutaW rg; XO, OXw OXO confgunliono) 12 I. Therme-Tru Flber4DO"10 and Smooth -Sir Nominal 8ae3PO &quokler"Ctagmk Glazed 12131r2022 No Yes Yes WA Composite Edge Fiberylass Double Door Win or Wthout Sidelitas prmwing70uhwing; XXa OXXO configurations) 13 in Therma-Tru Fiber -Classic and Smooth -Star Nominal r.8Ar3D;6 &quotimpaet&qudk Glazad Molded 1213V2022 No Yes Yea WA Open Composite Edge Fibergle as Single Door (InsMngAhbwtg; Xcradgulation) 14 o. Themna.Tru Fiber -Classic and Smooth -Star Nominal 66#39;6 &quoklepaCt&gWk Glazed Molded 12131/2022 No Yes Yes WA Open Composite Edge flbergisee Single Door Wth Glazed Moked Open Sidsllh(s) (Invoing/OuhWng; XO, OX or OXO ooMburabona) 16 o Themns.Tru Fiber-Crasic and Smooth -Star Nominal S&M36;8 &quoklmpactaquok Glazed Molded 12f31f2022 No Yes Yes WA Open Composite Edge At arghea rouble Door v4th or without Gazed Molded Open Sidelites (Inrl nai'OvIstingi XXwOXXO WillQuntions) 16 p. Th.-T. Fiber -floe.. and Smooth -Skin Nominal S&OW,8 &cR.Wor edagwt Opaque 12rd1/2022 No Yet Yes WA Composite Edge Fiberglass Single Door with Molded Open SidelNe(s) (InaWnglOubAino; XO, OX or OXO Configurations) 17 q. Therms-Tru Flber-Ctaaic and Smooth -Sur Nominal BSaa90;6 8quoklmpaofaquak Opaque 12f3112022 No Yee Yea WA Composite Edge Fibrglass I .Door Wlh or Wthout Oozed Molded Open Sideleee (In ;vAni; OutaWng; XX or OXXO configurations) Florida Department of Business & Professional Regulation P.p I del Building Codes and Standards I1=1 Product Approval Applicadgn Detail Qa FealL$ EfY EMs gMe.dg.04 EM! Dine Miami lanuhcturr f90lagt b01E1M111fdNe vailm d.A. YYIgMei aLtmltw FIS.Aremlal AgMg)ad Nips& Rlyttlon 2020 POTindustriss Jan; Roouac 1A rkDads SCCO- CER xlemi-D.M SCCO- VAL 11/19r102o 004002020 11124rA20 AW-.4 cat.gay. E.Ww Doors (641) 400.0100 (79e) 315.2990 subCrapry: 811,11n9 Eaarlw Dow As..mbhs Ir-kilipgerdusmase cempllrict Ndh d: CMNC"o beam Or Laing om SIMagLAItlC AporenoidiftrAftis Aet9adForUSA Melt EuIW a� M 04M 1. kvmz ! l W 9 &t30-557o (Large isbum lmp.d) Vtry1 g January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administmtive Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate o /Subcatego Manufacturer Product Description Approval Number( s Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTiru Fiber -Classic and Smooth-Star(IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL.8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-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 FL11537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/812023 PGT Series 5500 FL239.2 NiA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16I2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26I2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underla ment FL12328 NIA 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NiA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 NiA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 512512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards Irelan Product Approval Application Detail GM erdmfor Lit 291 OfflaPandin, tart LIM version Manufacturer � t Emblem A. Licence Validated By yAlidagd aulainichid PSC Aeerol l Aaaetled am& Rvision 2020 Thermo-Tru Corporation above Jasprson Lyndon F, Schnidk P.E. Ryon J. Iona P.E oirr=9020 07M 2rem 071290=0 1011312020 Approved category E.Wiw Doors (800) B43.7628 PE.43409 (813) 767.65W Subcategory 9hinging Exterior Door Assemblies slaspersonothem stru.OR Compliance Modic d: Ewlw*bOe Report from a sin Florida Registered Architect or a Licensed Florida Prcrs aucZ Engineer fag tPfOdtled a4odel. Number or Name Pmduet aaenoaon Carved Excitation l Aeerowd liar Use mQ�yaOW Dote in Qutsid- i NVVGQ == ,slttlSgL gg= pressure i a. Thenra-Tru Flbw-CNusic and Smooth -Ste, Nominal o&M.8 aqua:impaa&quot Opaque I V3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InaM.WOulswirg; X confguration) 2 b. Therms-Tru Fbr•Classle and Smooth -SW Nominal 6&M3 .6 9quotimpaa8quok Opaque 12f31rim Yes Yee Yea WA Composite Edge Fiberglass single Door with Sidelks(s) (Insrdng/Oubwing; XO, OX or OXO confipuredpns) 3 c Therma-Tru Fir-Clesslc and SmoothiSlar Nominal 6&#96 8qumimp oluluot; Opaque 12131/2022 Yes Yee Yes WA COmposte Edge Fiberglass Double Dow vdM or Wthout 5delifa (Iriom"WOubrang; XX or OXXO confguatons) 4 d. Thermo•Tru Rbr-Classic and Smooth -Stet Nominal 86M.08gUOLI PscU1,qu0t Opaque t2131 rmv YM Y" Yea WA Composite Edge froeiglass single Door (InsxinafOutswing; X wnfguration) 5 e. Th-e TN Fbr-Classic and Shoot""., Nomine188e39t0 8querlmpscldquot Opaque 1713172022 Yee Yea Yee WA Composite Edge Fiberglass Single Door % tin Sdel te(e) One AnyOutswing; XO, OX or OXO configurations) 6 f, Therma•TW Fiber -Classic aid Smooth -Star Nomnml8&4*9,08quotimpad&qua; Opaque 121312022 yes Yea Yes WA Compbette Edge Fiberglass Double Door into or .1lthout SidelMee (I.1101" i criMrg; XX or OXXO acnfigurab... ) 7 g. Therma-Tru Flbr-Classic and Smooth-bt9r Nominal 8&M39,, 6&quokimpad&qudt Glued 12131 R022 Yes Yes Yea WA Composite Edge Fiberglass Single Door BnsWng70ulewirlp; XwMiguratign) 8 h, Throne-Tru Fibor•Cbutic and 6mooth-SW Nominal 8&e*.8 8quothrosu&quot Glued 12131r2022 Yea Yes Yee WA Composite Edge Fiberglass Single Door Win sdelte(s) lihirmngroutr4rig; XO, OX or OXO tonfigunOons) 9 i. Therms-Tru Filar -Classic and Smooth -Star Nominal &quoLlmWld6quot Glued 1213lr2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door v4th or Ywhout Sidaaes (Ineriing/OulceMog; XX or OXXO configurations) 10 1Thrms-Tru Flber.CW"c sod SmcothStor Nomine168N31;08quoklmpaQ&quM, Glued 12/31/2022 yes Vas Yea WA Composite Edge Fiberglass Single Door (I nswnglOutsvmg; X coMgurstion) 11 N Tharma-Tru FbWr Classic and Smooft4tar Nominal 8&*W D dquokimpaa&qu05 Glazed 17/31/2022 Yes YM Yes WA Composite Edge Fiberglass Single Door with StloNONO.) proFwingtOucwwng: XO. OX or OXO confguradons) 12 I. Therms-Tru Filar -Classic and smash-Sar Nominal 64**,0 rquotlmpactAquot, Glazed 1213laM Yes Yw Yes WA Composite Edge liberals- Double Dow wth or (InsWrglOuttFMn Wthoutsidelitesa XXorOXXO config ungoris) 13 m, Themr.Tru Fibr-Classic and Smooth -Star Nominal 68,10310.6 Squot:Impaddquot Opaqus 12/312022 Yes Yes Yes N(A Composite Edge Fb8fQAes Single Door with &cr orNoin,impaa&qua; SNslteis) (InsvwrXlAXisming; XO, OX or OXO cwMguratans) 14 n. Therma.Tru Flbr.Classic and Snlooei-Ster Nominal 6&0391,88quetlmpsct&quor Opaque 121310(122 Yee Yes Yes WA Composite Edge Fiberglass Double Door vain 8quor,Nwl•Impad8quot: Saelitaa(InsvwrViOutsw rig; OXXO configuration) 15 d. Themm-Tru FborClestie and Smooth -Star Nominal 8&M39,0 SquR;Impaetilqua; Opaque 12131)2= Yea Yes YOU WA Compcehe Edge Flbeglass Single Door Wh &quorrJarHlmpeia&quot; SidNRA(s) Qnswing/Outsim ;XO,OXor OXOconfigurations) 18 p. Therma-Tru Flbr•Closco and Smooth-Ster Nominol a&#39;p equoklmpad&qua; Opaque I V312022 Yes Yea Yes WA Compoi fe Edge Fiberglass Oou ble Door wth 6quo%Norrlmpad&quot Sdelitm (I n&mng/OutsW rag; OXXO configuration) 17 q. Therms-Tru Fibr•Clessic and Smoo11,431ar Nominal 6&M3g;8 Equal Non-impad&quot Opaque 12f31R04 Yet Yee No WA Cemporfe Edga Fiberglass Single Door pnsWnglOutewing; X configuration) 18 r Theme,Tru Filar -Classic and SnioothSter Nominal6&M ..86quR;Non-Impeot&QUok Opaque I213lr.2022 Yas Yes No WA Composite Edge Fiberglass Single Door with Sideae(s) onsWnwoulaWng; XO. OX r OXO configuretions) 10 s. Tbwma-Tru FiwClassic and Stodh•Star Nominsl6&M3g;8&quotNoo-Impsd&quor Opaque 12/31022 Yes Yet No WA Composite Edge Fiberglass Oeuble Dew win of Wthout SI Mines (Inswlr1g10UIXRMrrg; XX or OXXO configurallons) 20 It Thermo-Tru Fiber -Classic and Sngpth-Star Nominal 8&0390 8qu1thlon-Impec Struek Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (In-ingDut-ng; X confguretion) 21 u. Thermal-Tru Fiber -Classic and SniooMStar Nominal 8&#38;0 &quotNon-Impect&quot Opaque 12f3112022 Yee Yes No WA Composite Edge Fiberglass Single Door with SidNb(s) gnW ngfOutsW ng. X0, OX r OXO cormouraonal 22 v. Therma-Tru Fiber-Os.alc end Smcoth-SIdr Nomind 8&039;0&quolNonlmpad&quot Opaque 121131/2(122 Yon Yes N. N/A Composite Edge Fl bargatis Double Door Wth or Wthout SNelitn rlrleWnglOutsWng: XXr OXXO oonfiguration5) 23 w. Therma-Tru FibrClostic and Smooth -Star Nominal 8gd13B,88quothlon-Impaa&qupt Glazed 1213l/2022 Yes Yes No WA Composite Edge Fbe%leea Single Door oneWnglOutewirg; Xconfiguration) 24 x. Themha-Tru Fiber -Classic and Smooth -Seer Nominal 80*:8 &quokhJon-Impac16quor Glued 12)3112022 Yes Yss NO WA Compoate Edge Fbrglass Single or Dow1to SidellaI BnsWrg/Outemi g; XO, OXw OXO configuration) 25 y.Thermo -Tru Fiber-Oassic and SmmM-gar Nominal 611,039;8&quotNon, ImpQd&quOr Glued 12131r2022 Yea Yea NO WA Composite Edge FlOerglan Double Door W th or Wthout SldelBee (InwAng(Oubwing; XX or OXXO configurations) 26 L Themta-Tru Flber-Gable and Smooth -Sir Nominal S&Oa:O &quotNr* Imp4d4uOf Glued 12131r= Yea Year No WA Composte Edge Flb9rgiasa Shale Door (Imu. ing/Outewrg; Xoonfiguadon) 27 ze. Thermo Tn Flier -Classic and 91=411-81ao Nominal 80V;O BquorNonlrrpact&quok Glued 12f31f2t222 Yea Yea No WA Composite Edge Fiberglass Single Door will, Sadeikt(s) Qnswng/OutsWng; X0. OX or OXO configurations) 28 zb Therme-Tru FbrClassic and tinogMStar Nominal S8A39:D &quothior, lmoad8ciuor Glued 12r31/2022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or without Sideldas pilavong/Outewing; XXor OXXO configuration.) Lie YafLllg aOlailam Rawson 2020 MI YAMfowe end Doors caegay: Exterior Dows "CateOOM• Slicing Extrior Dar Assembles Compliance Mrhod EveMtlon ROW two a Floods Rag*wmd Aphtea or a Ucanfed Flwda Pro eshDnel Enpneer Reduet MedY. M•nMua I i SERIES 120ALUMINUMtrr 6CD 2 SSRIE6420 ALUMINUM 6GO 3 SERIES 420ALUMINUM $00 REINFORCED 4 SERIES 420ALUMINUM SOD REINFORCED 5 SERIES 420ALUMJNUM SGD REINFORCED Florida Dapertrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps I d 2 IAR021 Intity or Olt M QLLtarotm Eas �� arts sir a Laa't• Yeig�( YAW" aelagall F&C A•creval &ggmng dills Brom along, Luls Roberto LOMAS Staten M. Undf. PE 1Dod/2020 ICVUW020 iGAW2020 12f15=20 Approved (71753d5-3", PE112544 (117)317.6454 bubnpommino.aan Product Omcddkn SERIES 420 ALU MINUM$Go OXO Quality Assurance Contract bmlradw Due 1MI12024 Amravdfw Uu AWroybd III+W outs NO far Use HIM Yes Imgem eelMlln No Eallm maucs N/A 145.31"ou i0iWilua: NON -REINFORCED SERIES 420 ALUMINUM SOD OX XO.XX 12/31/2024 No Y. No WA 9"QUdP,a"gUOL NON-RWNFORCDD SERIES 420 ALUMINUM SOD REINFORCED OXO 12A112024 No Y. No WA U5.3Naquax0eaqua; 8ERIE6420 ALUMINUM SOD REINFORCED OX 1201/2024 No Yea No WA XO.XX966q0OtX96aqud; SERIES 420 ALUMINUM SOD REINFORCED XXX 12131R024 No Y. No WA 143&quw,.686qua: Florida Department o/ Sualr ese & Professional Repletion Building Codes and Standards Product Approval Application Detell P.W 1 d2 '102021 9991 &lux 292 tare 21anam aye man, VdIOmD Amltifmm[ BIaintlr3il9rms VWMM#d Rd rallena uiNaaita FEE.AW[mmt Agaroved mega Rewson 2D20 Way,bDslm, a dvlgm orOvwh..d Door awyne K4rnleh John E. Scales Jerey P. Antaen, P.E. 10M2r1020 DW2111= 10=020 12M5=20 Apoaed caporerlon (330)7034121 pE•51737 4904)821-5200 Cu.aogr. Exteiw Own dNOmisha"yna-dehan c necreperr. Sadltntl 6xlruir Door A. -Mies OR, Co pllrria Mdhod: Evaluation Report Irma Florida RplohiredArchit"t or e Uoalsod Floods 1,1,1�!lltttQ.Gm11Mt Prole reonN Engineer - Lai Mom M___r r Ma- ggt(ir AeareOra Product 10 Hpidon Jusicliffirad for UseAoreved sir uss e1HVllt 9AMOLMY9 km4 NeWAaI OMM Pmmm 3 6000A1OOM200 91105 ALM; Ms. w4181. 146010. Max hetau. hosing 12/Jl=1I No Yee Yee •31.001.35.DO 4vrlebit In top W IntemMdlae sseticn. 10 500041MA20001123 I$am Ma eft. 14609, Max heart. 0lasilg 12/319023 No Yes Yee •30.00473.50 4vahable intermediatedto In top a intermediate sen. 11 800016100M2o0#1124 toa�A$ Max Wah. 14&M.. Max Ireland. Gluing 12131=3 No Yts Yee •34,40L34.30 swleble In too or ntamwdldt. eed10n. Florida Department of Business & Professional Regulation Pop 1 at Building Codes and Standards 16l1021 Product Approval Application Detall Lgit ttmal9[ tale an me Pngm Ili: ]Ye Yadm BIm101�IQ. flMaeeL EOdMM.ALfaa1! IfaYtlktetl.fa( YBWMW BlmmmW legAmeaK A,-v d agn RMtion 2020 Carnes LTvnlon of AADG. Inc. Twee Rutty UL LLC Troy Bishop. P.E. 12`1r= 12/01/7020 IMIM020 Agwowd Cr4gry Exterior Doors Iss11491.2813 (254) 947-Osseo "Ca plr.E efor Door COMPonenis tgn,rslryQsw.bloy.ct Cempllanct M4dlott Certification Mart r LNdng m AmrovM fw Ust Aprond for Use Impact Dealiel led FfDaaLEimgeg G11�elblmtetleEem III ,adsideH)mr AN&= Pasoan 1 607. 70T 727, 747.757, nT..nd 641' Sngl. end Psnd Flum, Gated, and Lowered .no*and Wire or 1213IF20M Yes sin Ye. WA Dows hollea moral dove. Florids Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel d 2 IA/2D21 S9de 2*A R a•. note FYndrte dots Lie ve6lea aYat CdELM MEMOXALOM YIW921 d YlatWad Oemrrog fauAgu our J mmnd at" R"Mon 2020 Ml andows and Doss &ontatOngr American AchgeauAl at~ M. Urkh. PE 11/1712020 11/17IM29 1127r2020 Appnved CONVOW.WrIci s ('I T)385-moo Menuhcrren Association (711)317-8444 "Culegoir. SlIIte Hung taingenoo lrcd.dwn CmWitane4Maood: C$Mo don Merk a Listing SLWUAaalren AMUWA /rut.. ag omLMLN I tmaa Arun Etta& R.4 r Medal. Mawrw lam• ! $ ffi C InHYNX 411Ys, NYHE tleact" 1nis.10 2 185 aY1 52X72 FIN Flame Frama IG1SG Single Hung 10116=3 No Y40 No •W.60 L.erri nated Gass a� a� d O 0 co .� � C -CU(U O O O O W C O LL O .Cn -a O C1 L � .,Q . a �')--^ V Q Q Z Z W J X �* iL a. IN O 1` � _ o� Y ANC� ty Al N c N W (� 3 > CU ¢ E O U >> .0W N Z W `C O CL CL L U O :ice W U CV M CL F-- O >` CU z Q J a SHEET N0, PA 1.0. CD N CD Florida Department of Business 8 Professional Regulation P•ge8 d0 Florida DepaMmerlt tN Business $ Profas;bnal Rtigubtion pallet at Florida Dupe rtmard� eusinass 6 Professional Regulation Ihae+d, Florida Department of Business 6 Prafaeslonsl Regulation Pope U LL L C CIO VI +sY fig 0 L .� C �1O^'' O ♦� W vI Q. O bV //4^-0 -C Q �� C) `" UMr�/� N X LL (L CD L N X-- C:) tB V NY Q1 C � Q N Q 3 U N n — 3 w C2Q w� ¢ E (a O O a � L) ¢ L �YR � O , 1V' Ye... YI. W z �a o L O L v O L Y I CU W L O L LU � � a z J z Q J SHEET N0. PA 1,1 +ax Building Codes and Standards +ten Building Codes and Standards Building Codes and Standards Isrxoxl Building Codes And Standards ,rraf:, Product Approval Application Dagg Product ApprovN Appllcetlon DaaH Product Approval Application Detail Product Approval Application Detail � M OtlePgndlln � � �! Qtll.hOtll� ltttl L4dl 1t000(SE 1Ltt ittt! pffiLhIr10a � 52M �NIfL9[ loll gYe Dole .FiaYOa fit! jmg yAp(p0 )Qgg{�p((� 4a0hIX Fnalnaara Lleenu yg,M( ygp(jgiq 1 eaC Ammt®I bpprg+� $tl(ya �ttd 7(>Inlpn Id01 �� 1Mlerrb ea �M iE� FBC Ammvtl BRA[BI� ilillla y'A =�M gmmdLum LL Itllt1111WLLA�. )(aYtl11W Inl� FscAmroW Ba(IalaO gg� 7Ypa Yaalm !l�laL !� aO�,LLtmt ]f�110.�L Ylttlalg iYl6� L Blpralui � RevY(on 2020 Thrnr•TruCogJonaon 3teve..M■ptnrm LYMonF-Sd+midt,P.E RyanJ.Ning;P.E. 10A7/1021 OG'16R021 1(Y19/3021 12rIiY2021 Approved �++wn 1020 Nt 4+An0ar+en0 Ooort !r■M 9HYnpr Ament:■n acAB•dunl flevn ki lalcn. PE +7R2f207y 1+ltyJ070 17RBI2020 Approved WIp07 Exterior DOps ()1(IOj 8/5-7828 PEI3AOD (813) 787-0655 NYnlrlRl 2020 POTlndurrin Jans Rmaer NemFDatle BCGO •CER AMM-D■d• EICL•A -YAL 11pb/2020 11 gSf2020 11/11)2020 Apprptld Re�isM 2020 N 1MndOws and Dowe WM18nlnper AmMun NMktttunl Steven N Urleh. PE +aVe12120 togeI1070 1a1f✓1a70 Approved CelegdTCNMOowf t1'I7)]�a]00 M■nu+xWrrxgsarean (7t7)117•8404 BubOM•a•MBwlrrgilig6tbrbrpoorAweRtbliOs spapsroorl®thsrtnaRu.00 a:t•a■rY:wknOows (841)480.OtOD (788)315-2980 p[epOly:Whdolrs 1117338S.13Dy ManufdurrsANmrBm r717)1+7•8454 sta�+•OeM F0r•tl DMtlnP^Omhra.a0rn CompltM+re MaMod: Evaluation Report from ■ rtl eutCtl■pery: arch Nune Inew+r@pyrt+waneaG i1bCa+geM• HctYaraldtOr belenpsrQmhw.Oan Cam d^y II■nn r•s+ea Greficakm kYa wt ' Florida Replaterod Ardtbct or • Licensed Florida aLlrtlnD Om Compliance rMOR CMacNon kYa wLkJMy Rdaeela,al 6 Simpson Strong -Tie 2020 FBC Approved Products Updated IZGQ1020 For greet Inks to oil SST approvals Isted below, K HERE For additional Information regudng Flaida's Statewide Product Approval System and Many -Dade County Notice of Acceptance (NOA). LUCK H=Rev FL#2W&R7 jai Product Model. Number or Name Product Descrindarn 1 Titan Stainless Sheol Concrete 8 Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw FLiON&RB ANJProtluct Model Number or Name Product Description 1 S01 OMD l OBS Outdoor Accents Connector Screw 2 SD9112, SD9212, S010112, SDI 0212 Strong -Drive SD Connector Screw 3 $DOI I2SS, SDO212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22014, SDCF22700, SDCF22858, SOCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo4isad Screw 7 SD625112, SDS25134, SDS25200, SOS25212, SD625300, SDS25312, SDS25412, Strong -Drive SOS Heavy -Duty Connector Screw SDS25500 SOS25800, SOS258M 8 SDS25112SS, SDS25200SS, SDS25212SS, 81)8253005S. SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF27X Strong -Drive SDWF Floor -to -Floor Screw FLXI00o7-RB AW Product Model. Number or Name Product DeaeMraion 1 ATR318, ATR1/2, ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14. ATUD14.2 Aluminum Take -Up Device 3 8P316.2, BPI/2, BP1/23, BP5/8.2, SP5163, BP314, BP3/4.3, BPRTUD34 Bearing Plates 4 CNW318, CNW112, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/4.518 Coupler Nuts 5 CTUD56, CTUD65, CTU088, CTUD75, CTU07e, CTUOT7, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUOOB, CTUD99 8 N3, 1`44, N5, N8 Heavy Hex Nuts 7 RTUO3, RTUD36, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 8 TUDO, TUD10 TaksUp Device 9 TUW36 Take -Up Washer 10 URS3 We" Uplift Rod Run Tlodown System 11 URS4 1/2" Uplift Rod RunTledown System 12 URS6 518"Uplift Rod Run 7isdownSystem 13 URSB 3/4" Uplift Rod Run Tisdowwn System FLari0441-R6 Aga Product Model, Number or Name pjgQygt Darilarlation 1 DTT2 Hold-down 2 HDC10/4, HDC1022 Hold-down 3 HDO8,HHDOI1,HHDQI4 Hold-down 4 HOU2, HDU4, HDU5- HDUS, HD1J11, HOU14 Hold-down 5 HPA26, HPA35 Slrelp•atyle purlin anchor 8 LSTHOS, LSTHDBRJ Strap -style hold -doom 7 MASA, MASAP Foundation anchor anep 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA08 Strap4tyle purlin anchor 10 PAI18, PAI23, PAI28 PAi35 Strap -style purin anchor 11 STHD10, STHD1 ORJ Strap -style hold -dawn 12 STH014, STHD14RJ Step -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12502020 For drool Inks to all SST approvals listed below, CLICK HERE For additional information regarding Flanda's Statewide Product Approval System and Marr-0ade County Notice of Acceptance (NOA), rr iron uaec 21 L8 series hangers Top flange hangers available In width of 1-0/18" and heights ranging from 6.3/8" to 15-118". 22 LBAZ series hangers Top flange hangers available In width of 1-9/16" and heights ranging from 93r18" to 13.118". 23 LEG3, LEG5, LEG7 series hangars Top flange hangers available In widths ranging from 3-114" to 6- 7/8" and heights ranging from 9" bo 33-112'. 24 ME05, MEG7 series hangers Top flange hsngers available In widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1/2'. 25 MIT series hangers Top flange hangers available In widths ranging from 1-WlV'tD 5- 1/8" and heights ranging from 9-114" to 24" 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3.3I8" to 7.1/8". 27 RR Ridge ratter connector 28 WP sense hangers Top flange hangers available in widths ranging from 19/18" to 7- 1/6" and heights ranging 9.1/4" to 32". JW Product Model. Number or Name 1 ABA44,ASA44R.ABA48,ABA48R,ABA86:ABA88R 2 ABU44, ABU44R, ABU46, ABU48R, Ali ASU5.6, ABU65, ABU66, ASUBBR, ABU88. ABUBSR, ABU1010, ABU1010R, ASU1212, ABU1212R 3 ASW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW68RZ, ABW7-7 4 AC4, AC4R, ACE-4, ACB, ACBR, ACES 5 BC4, BC48, BC41R, BCS, SCSR, BCe, BCS2.2/4, BCS2.3/8 6 C944, CM. C848, C888, CB86 7 CBSQ44-SDS2, C85048-SDS2. CSSQ86-SDS2, CBS088-SD62, CBSQ88-SDS2 8 CC, ECC. EOCU Series 9 COO-SDS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPT867, CF T88Z 11 EP644A, EP844. EP518, EPBW 12 EPS4Z 13 LCB44,LCBW 14 LPC4Z,LPCBZ 15 MP8447, MPBBBZ, MPB8SZ 18 P844, P844R, PB46, PB66, PB88R 1T PBS44A, PBS48. PBW8 18 PBVe' PSV10 19 PC4418. PC48-18, PC48-18, PC64-16, P088.16, EPC44-18: EPC48-18, EPC48.18, EPC64-18, EPCW18 20 PC4Z, PC4RZ PCSZ, PCBRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPC8Z, EPCSRZ 21 PPB44-4Z,PPB44-aZ 22 RPBZ FL410B6&R5 AKfi Product Model. Num bar or Name 1 FJA, FSA 2 FRFP 3 GH46.8, GH46-8, GH4", GH4e-8, GH410.8, GH410-8, GH88-8, GH88-8, GH666. GH68- 8, OH810.8, GH81" 4 GLB6A, GLB5B, GLSOC. GLB6D, GLB7A, GLB76, GLB7C, GLB70 5 GLST512, GBLT812, OL8T518, GB1_TeI6, GLBTS20, GBLT820 6 HGLSA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 6 UFP104MM 9 URFP Pooduc B Description Adjustable Post ase Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3.1/4" to 9.12" and W2 ranging from 3-5/8" to 7.112" $orswed column caps with Wi ranging from 3-i/4" to 9-12" and W2 ranging from 3.5/8' to 7-12" Concealed Poet Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Bass Embedded Post Base Round Post Bass Post Cap Post Cap Post Base Reboot Post Base Product Descriladan Foundation Anchor Flat Re yolk Foundation Plate Girder Hangar Glulam Bearing Plate Glulem Bearing Plain Heavy Glusm Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products For dktet Inks to art SST approve]$ Wed below, CL!C K KaRE For adiltlonal idormation regarding Florlds's etstewlde Product Approval System and Mamt-Dede County Updated 1215(IVM0 Notice of Acceptance (NOA), CLICK HERE. FLN10446-R6 hod" Product Modal. Number or Neme Product Description 1 A21, A23. A33, A34, A36, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APS44, APB44R, APVB66, AP866R, APB88, APB68R, AP81010, APB101OR. APV844, Outdoor Accents Post Bases APVB44R,APVB86,APVB66R,APVB88,APVB88R,APVB1010,APVB101OR 4 APDJT2.4, APDJT2R4, APDJT2.8, APDJT2R-6, APVDJT2.4, APVDJT2R4, APVDJT2.8; Outdoor Accents Dock Joist Ties APVDMR-8 5 APHH4e, APHH48R, APHH610, APHH610R Outdoor Accents Heavy Hanger 6 APL4, APL8, APT4; APTB, APVL4, AP1/L8, APVT4, APVTB Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R; APL126, APLH26k APLH210, APLH21OR Outdoor Aocants Light Hangers 8 SVLZ Brick Veneer Ledger Connector 9 CBT2Z, CST4Z Concealed Beam Tim 10 CJT3Z. CJT42, CJT5Z, CJT8Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wet Stop 13 FC4, FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GAt, GA2 Gusset Angles 16 H2A, H2.5T, He. H10A•2, HI OS, H14, HGA10, Hurricane Tits 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knae-Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skeweble Angles 23 LSCZ Adjustable Stair Stringer Connector 24 L-SSJ28LZ, LSW28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR21, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewwble Hanger 28 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML25Z, ML28Z, ML21OZ Angles 28 MMHS Rod Tie -Down 29 MMHC Hinged Rod Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC. RBCP Rod Boundary Clips 32 RST-3 Roof7ia-0own 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigk1 Tie Connectors 34 STC, STCT, OTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#tO447-R5 Sea 0 Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, I)SC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42.2, HHRC4/1.81, HHRC44, HHRCS.25M,25, HHRC5.37/3.12, HHRC88 8 HRC1.81,HRC22 7 LRU28, LRU28, LRU210, LRU212 8 LSU28.LSSU28,LSSU210 9 TBE4,TBE6 10 TC24, TC28, TC28 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA42&2 12 THAI1.8122, THAl2.0&22, THAl2.1122, THA1222, THAM22, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA28, LTHMA 15 THJM2-4-SDS3, THJM2-SSDS3, THJU28, THJU26-W 16 TSSR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR RMEM Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 omFor rater Inks to all EST approvals law below, CLICK HERE For additional Information regardng Florida's statewide Product Approval System and MamDade County Notice or Acceptance (NOA), COCK HERE. FL.N10486-R5 a4M,j ProdurkModel. Numbaror NemaProduct Descrintion 1 ST. BTS, BTH Brick Ties 2 CMST12, CMST14, CMSTCi8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compressionrl'ension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 Ht, H10A, H25A, H3, He, H72, H16, 1118S, H16-2, H16-2S HurrlcanaTies 8 HOT-2, HOT-3, HGT-4 Heavy GirderTiedawn 9 HS24 Hurricane Tie 10 HSS2SDS1.5, HSS2.2-SD53, HSS23SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTS01 SKTZ. HTSQ20KTZ Heavy Twiat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA35 Straight Straps 16 LST149, LSTI73 Straight Straps 17 LTB2Q LTB40 Bridging 16 LTS12, LTS18, LTS1B, LTS20 Light Twist Strap 19 MOT ModiumGirdwTiedown 20 MST27, MST37, MST48, MST80, MST72 Straight Straps 21 MSTA9, MSTA12. MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MST052, MSTC66, MSTC78 Straight Sbaps 23 MSTC4883, MSTC6883 Pre -Bent Straps 24 MST128, MSTI38, MSTI48, MSTISO, MST172 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA202-16 Bridging 27 RCWB12, RCW814 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SPB Stud Plate TIS 31 SPH4, SPHe. SPHB Heavy Stud Plate Tie 32 SSI.5, SS2.5, SS3, SS4.5 Stud Shoo 33 STB, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST6238 Straight Straps 34 T820, TB27, T8307 T838, TB42, TB48, TB54, TBW. T860 Tension Bridging 35 TWS10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB108, WBf06C, W6126, WB126C, WB143C Wall Bracing Product DmMotion 1 CBH2.37x5.5, CBH2.37x7.83, C81­12.374.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hp Comer Plats 3 HGU3.63-SDS, HGU6,25•SD3 HGU5.50SOS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5,50-SDS, HHGU5.62-SDS. HHGU7.00-SDS. HHGU7,25SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Trues Bearing Enhancer 6 HHUS28.2, HHUS2&2, HHU8210.2, HHUS46, HHUW, HHUS410, HHUS5.50110, Truss Clip HHUS7:25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC41.61/9-SOS, HUCO1.81/11SDS, HUCQ21D-2SOS, HUCQ210-MOS, HUCQ310- SDS, HUCQ410-SOS, HUC0412-SDS, HUOQ5.25MSDS6 HU005.2&11-SOS, HUCQ810- SOS, HUCQ812-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3VMD For direct Inks to oil $STapprovals hoed below, CLICK HERE Fa additional inramsdan regarding Florida's Statewide Product Approval System and Mam-0ads County N xioe of Acceptance {NOA). LUCK HERE, FILM 140-R8 A291 Product Model. Number or Name Pmduot Description 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRSe, HRSS, HRS12 Step Ties 3 HUCQ210-2-SDS, HUCQ210.3-SOS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGQ3•SDS4:5, THGOH2SDS3, THGOH3SDS4.5, THGOH4-SDSG Joist Hanger 6 THGWS3, THGW34, THGW4-3, THGW44 Joist Hanger FL#11473-RS in j Product Model, Number or Name Product DowpQygn 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H18S, H18.21 H18.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAIB, HHETA20: HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3•SDS2.5, LGT4SDS3 GirderTiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18. META20, META24, MIFTA40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM1e, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL1111149&R5 Inj Product Model. Number or Name Product DaacHotlon 1 DTT1Z Dock Tension Tie 2 HD12, HDi9 Bolted Holdowns 3 H03B, HD58, HD76, HOOB Bolted Holdowns 4 HTT4, HTTS, HTT5.3/4 Tension Ties 6 LTT19, LTT2OB, LTTI31 Light Tension Ties FLA13924-115 Jy j Product Model. Number or Name Product DosetLelfon 1 SB&bx24, S8718x24, SB1x30 SIR Anchor Boas 2 SSTB18, SST820, SSTB24, SSTB28, SSTB34, SSTBW, SSTB1 SL, SSTB2DL, SST824L, SSTS Anchor Bolts SSTB28L FL#13672-R4 §2" Product Model. NUM bar or Nana± 1 CMST12, CMST14, CMSTCIB, CS14, CS18, C818, 0820, CS22 2 HRSB, HRS8, HRS12. FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MSTI481 MSTI80, MSTI72, S/MST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 6 LSUSH3.25, SUSH3.25, MSUBH3,25 7 LTP5 8 LTS12, LTS18, LTS18, LTS20 9 MSTA30, MSTA38, ST8215, STe224, STO, ST12, S(18, ST22, MSTC28, MSTC4Q MSTC52 10 MSTC68, MSTC78, ST8236 11 MTS12, MTS1B, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S181,58, S/81.81, SQ2.06, SIB2.37, S/82.56, S182,68, SIS3.12, S83,58, S1B3.62, S1B4.06, StB4.12, SM4.28, S/84.75, SIB5.50 13 S1BA2.12/8, MA2,112/10, S/BA2.17112, SGA2.12114, S/BA4.18/8, S1BA4.18110, WBA4,18/12, SIBA4,18M4 14 S/H1A 15 SIHDSS, SiH088, &"DIOS: 51HO108, Si-1015S, SM0150 16 S/HDU4, S/HDU6, S/HDUO, S/HDU1I 17 S/JCT, SJHJCT Product Descriptloo Coiled Straps Straps 97 mil (12 go) Heavy Twlat Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate LightTwistStraps Straps 54 mil (1 a go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product DescMMlon Concealed hangers Fac"ount (DU, DHU) and top -flange (DHUTF) hangers available In widths ranging from 1-9/11T'to S9W16" and heights ranging from 9.118" to 23-15/10". Face -mount hangers Face -mount hangers available in widths ranging from 1-5t8" to 7. 30' and heights ranging from 55118" to 12-71811. Fsce-mount hangers Faoe-mount hangers Spewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 44314" to I&3W'. Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only scuts flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1.9118" to 7- 12" and heights ranging from 2-718" to I9.1W_ Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12130QD20 For direct Inks to all SST approvals kited below,. CLICK HERE For addtkrnal information regarding Flod(Ws Statewide Product Approval System and Maori -Dads County Notice of Acceptance (NOA), cl rCK wcaE, 18 SIL.BV1.58, SILSV1.81, S/LBV2.06, S/LBV2.37, SiLBV2;58, S&BV2.e8, S/LBY3,12, Top Flange Joist Hangers SO BV3.56, S/LBV3.82, SILSV406, S1LBV4.12, SILBV4.29, SILBV4.76, S/LBV5.60 19 SfLTT20, S/DTT2Z, S/HTT14; HTT4, HTT5 Holdowns 20 S4MST60, S44ST72 Straps 118 mil (10 go) 21 SP4, SPB Stud Plata Tss 22 SSP, OSP, TSP Stud Plate Ties 23 STC,DTC TrussCtp 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-115 JW Product Modal. Number or Name 1 CCQM3.82-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG. CCTQM3.82-SDSG, OCTOM4.82SDSG, CCTQM5.50-SDSG, COCOVO 82SDSG, CCCQM4.82-SDSG, CCCQM5.50-SDSG 2 ECCLOM3.6204(T, ECCLQM4.62G-KT, ECCLQM5.50G-KT. ECCLLOMD3.82G-KT, ECCLLQM04.62G-KT, ECCLLQMD5.60G-KT, ECCLRQMD3,82G-K'f, ECCLRQMD4.82G- Kr, ECCLRQMD5.50G-KT 3 HGUM5.25, HOUM5.50, HGUM7.00, HGUM7.25, HOUM9.00 4 LOUM20.2, LGUM2&3, LGUM20-4, LGUM28-2, LGUM283, LGUM28-4, LGUM210.2, LGUM210-3, LGUM210-4, LGUM46. LGUM48, LGUM410 5 MBHA3.12/9.25, MBHA3.12/11.25. MBHA3.58/725, MBHA3.56/9.25, MBHA3,56/11.25, MSHA3.68/11.88. MBHA3.58/14, MBHA3.58/16, MBHA3.56M8, MBHA5.60l1.25, MBHA5.50M.25, MBHA5.50/11.25, MBHAS.50/11.88. MBHA5.50/14, MBHA5.50/I6, MSHA5.50118 6 MSHU3.56/9.25, MBHU3.6&11.25, MBHU3,5&11.88, MBHU3.5&14, MBHU3.56/16, MBHU3.58/16, MBHU5.50M.25, MBHU5.50111.25, MSHU5.60111.88, MBHU5:60/14, MBHU5.50/18, MSHU5.50/18 FLIM 3978-RS ,JW Product Modal. Number or Nome 1 SOW22300, SDW22338, SDW22438, SDW22468, SDW22500, SOW226M, SDW22W8, SDVMe34 2 SDW01545o, SDWC1s800 3 SDWH19300DB, SONM194000B, SDWH18800DB, SDWH1980OD8, SDWH191000DB 4 SOWH274000: SDWH2780DG, SDWH27800G, SOVVH271000G, SOWH2712DOG 5 SDVVS16212, SDWS16300, SDWS16312, SDWSI $400 8 SDWS19800, SDVVS1971Z SD`M22400,SDWS22500SDWS22512, SOWS22800, SDWS22800, SDWS22900, SDWS221000. SOWS221100, SDWS221200, SDWS221500 7 SDWS223000B. SDWS2240ODB. SDWS22WODB, SDWS22000DB, SOWS22800D8, SDM221000DS 8 SDWS22312DBB, SOWS22512OBS 9 SDWS27300SS, SDWS27400SS, SOWS2750088, SDWS27BOOSS, SDWS27800SS, SDWS271000SS, SOWS2712006S 10 SOW'03400 11 STN22 Product Descrintton Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Das dRftn Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Screw Strong-DriverSDWH TIMBER -HEX HDG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-1113 lag product Model. Number or Name pircigyct Descilation 1 AS 18, AS 18SS, AS 1868 18 ga. Truss Plates 2 AS 2DHS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#18730-R4 Ssa # Product Made]. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPATA PILAW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3,PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3002020 mmFor career Ink$ to oil 88T approvals Isted below, cue N MERE For addllonal informatiah regarding Flaldrs 8talawlde Product Approval System and Maml-Dads County Notice or Acceptance (NOA). Q rCK I= 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- 9/16" and heights ranging from 4-&16" to 11 ". Concealed flange version NUSC) available for models having width aquatic or greater than 3-9/18". 12 [US series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3• 5/8" and heights ranging from 9.114" to 16'. 13 LOU3.25SDS, LOU3r83SDS, LGU5.25SOS Face -mount hangers 14 LU24, LU28, LU28, LU210 Face -mount hangers 15 LUC26Z,LUC2i02 Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from i-W16" to 4- 5/8" and heights ranging from 3" to 10.15118". 17 MGU3,83-SDS, MGU6.25-SDS, MGU5.50-SDS, MGU6.82-SDS, MGU7.00-SDS Face -mount hangers 18 MIU sense hangers Fsee-mount hangers available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 6.16/18" to 19.12". 19 MUS28, MUS28 Fees -mount hangers 20 SUR, SUL, SURD, SULC series hangers Skewed face -mound hangers available in widths ranging from 1- 9/18" to 39/18" and heights ranging from 3-111 Who 13314". Concealed flange version (SURC, SULC) available for all doubt, 2X and 4X models; on y acute flange Is concealed. 21 U series hangers FeOe-mount hangers av,ilabk in widths ranging from 1-9118" to 8" and heights ranging from 2.W'to 11.lX' FL#10887-1116 lag Product Modal. Number or Name Product Deserlotlon 1 BA series hangers Top flange hangers available in widths ranging from 1 8I18" to 7- 118" and heights ranging from 7-1/8" to W'. 2 DGBF series hangers Top f angs hangers available in widths ranging from 3-6/8" to 7- 1/8" and heights ranging from 9-1/4" to 241. 3 DGF series hangers Top flange hangers available in w{dths ranging from 1 A Z Io 3- 518" and heights ranging from 7-IW'to 24". 4 DGHF series hangers Top flange hangers available in width$ ranging from 1.3/4" to 3- 5/8" and heights ranging from 9-1 4" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11"to 32-1/7'. 6 EGO series hangers Top flange hangars available in widths ranging from 3.518" to 7- 1/4" and heights ranging from 11.114" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" and heights ranging from 8.1/2" to 2811- 8 GLTV series hangers Top flange hangers available In w{dths ranging from 3-114" to 7- 1/8" and heights ranging from I I" to 32". 9 HB $ones hangers Top flange hangars available In widths ranging from 1-9116 m 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 6.114" to 8-78" and heights ranging from 10-117to 28". 11 HGLT sores hangers Top flange hangers available in widths ranging from 3-1/4" to 8- We" and heights ranging from 7-12'to 32', 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 9/18" and heights ranging from 18" to 28". 14 HUCTF series hangers Top flangejoist hangers available in widBra ranging from 3-1/8- it) 3.9118" and heights ranging from 5.318" to, 113-118". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" tale 5- 1/2" and heights ranging from 3-7116 to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available In widtho ranging from 19/16" to 7- 1/8" and heights ranging from 5-3/8" to 281. 17 HWPH series hangers Top flange hangers available in widths ranging from 19/18" to 7- 1/2" and heights ranging from 5.3/8" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 19/18 c, 3- 5/8" and heights ranging from 9.118" to 16'. 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 5.318" to 7-14'. 20 J13A series hangers Top flange hangers available in width of 1.9116" and heights ranging from 9-3/18" to 13-118". Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ0/2020 For died Inks to oil SST approvals heed below, CLICK HER For additional information regarding Florida's Stakrwlde Product Approval System and Marti -Dade Canty Notice of Acceptance (NOA), n uric HCRE 6 SET-XP Adhesive Anchor for oonarste 8 Strong -Bolt 2 (ST82, STS24SS, STB241SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Teen HD (rHD-H, THD-HMG, THMH4SS, THD-HSSS, THD-CS, THD-CS8SS) Titers HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk hold in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (rHD37a34RC, THD50934RC) Than HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger(rHDB25158RH, THOB37158RH, TH037212RH, Than HD Threaded Rod Hanger for ooncreta THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge-AII Anchor for masonry FLN1C3g-R8 ylim(t j Product Riedel. Numh ar a Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (THD-H4S8, THD•HM, THD-CS65S) 7 Titan Turbo (TNT) FL#161/37-R3 filitj Product Modal. Number or Name 1 X348101 0-5K,X1S10Is, X1B10184K,XQ1$1016,XQ181018.4K 2 XLQ1I4T1224,XL0114BI224-2K 3 XM0114Si224, XMQ114BI224-21K 4 X0114S1224, XQ11481224-2.5K, X114S1224, )0112S1224, X011281224-2K 5 XU3481018, XU3481018.5K FLM320-RO &MI Product Model. Num bar or Name 1 DSSCB43.5, DSSCB48, OSSCB48, DSHS 2 FCB43.5, FC845.5, FC647.5, FC849.5, FCB411,5 3 FPHSD34S1018,FPHSD3481018,FPHS034B1018.5K.FPHSD34S1214, FPHSD34B1214. FPHSD34B1214.5K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC225, SFC4.25. SFC8.25 6 LSSC4.25, LSSC8.25, SSC2.26, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25. MSSC625, MSSC4.25KW, MSS08,25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SCS45.5, SC847.5, SCS49.5, SC15411.6, MSCS45.5, MSC847.5 8 SCS324W7, SCS62.5/97, SCS82-b/118. SCS82.51118 9 SCW3,25, SCW5.5 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3481414,XLSH7881414 13 XQ1S1018. XQ181016.4K, X01S1214, X0181214-3.5K, X07881224, X078B1224.3K, XQ114S1224,XQ114B7224-2.5K,X0112SI224,X0112B1224.2K,X3461018.5K, X1S1010, X1BiO16-4K, X1S1214, XrIB12143.5K Product Descriotion AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adheolve for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Soft 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Than HD Heavy -Duty Screw Anchor for concrete available In 304 or 316 stainlass steel with hex head, and 318 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description $10.10 Strong -Drive X Martel Se16Drilling, Tapping Screws with #3 Drill Point 012-24 Strong -Drive XL Large -Head Metal Self-Dfilling, Tapping Screws with 06 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal SeH-Drilling, Tapping Screws with #6 Drill Point and Medium Diameter Hex #12.24 Strong -Drive X Metal Self-Dr81mg, Topping Scrrows with #6 Drill Point #10-10 Strong -Drive XU Metal SeR-Drilling, Topping Screws widh #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector 910.18 a not 912-14 Strong -Drive FPHSD Framing4o.CFS Self - Drilling, Tapping Screws Steel Framing Connector Sisal Stud Connectors Rigid Knee Wall Connsctor Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14.14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws 1110.18, #12-14, and Al 2-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N Cn U N 2 cc O C Q R3 -0 a- (D C ICU CAI O � O 0 3 U_ C O CU > .c L CU O U^ -0 .� �' VJ Q �J ( J N C N 4 ch _ co X LL a CD �- � N m U N Y t:m�c • cn �' � Q Q0ca N N 3 > 7 N O O C U O UJ > a. 4- SHEET NO. PA 1,2. ICY I-111 L MIAMh AM cam' PGT Iadastrres, Inc. PGT Industries, Uc. _0� -� � L L 'a am Yr.Univcrc;cm moL sEvnoN PGT industries. Inc. p OL 'TED 11805 SW 26'Stree% Room 26E NOTICE OF. ACCEPTANCE: Ei�7DF, 10E SUBMITTED NOTICE OF riCCElp'TANCE: £%TID►E�TCE SLAB � � -0�ErrARnEMTOF RscvIATMir "D E ON0111r REsovac.Es PUM) aa�, � 33rrs-a47a BOulitD Al?m e:oDE A1l11iaII5TRATIaQ't DIo'LSBOe!r T {7$6)3W25ttD i (7861313-2i9➢ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. ALIT' ASSirR4NCE Old U a N 0) NOTICE. OF ACCEPTA"1 U BOA) wrww arimidaie�ev+ecaaoav 1. Evidence sabmltted under previous �'wiUA A. DRAWINGS B. TESTS (continued) ) M.aez'i Dade Department of Regulatory and Economic Resources (R ER)- C6 4- N -p Co � PGT Industries, Inc. 1070 Techndoy Drh e, i _ Manufactur+ees die drawings and sections. 5. Test report on 1) Air Infiltration. Test, per FBC, TAS 202-94 0 0 North `'mice, FL 34275 (SubmNed uuderNOA Noy 11-0107. D4) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. MATERIAL CERTIFICAT141)NS 0 L.L. Scops: 2- Drawing No. MD-5570.0, titled "Viiiy4 Sliding Glass Door NOA {L'bi),', sheets 1 3) Water Resistance Test, per FBC, TAS 202- 4. 1. Notice of Acceptame No.1S-9S2&14 issued to Vision F�� Limited fortheir CU 0 :«:• ,*- CU ThisNOA is being issued moiler the apphcatble rules andrepdatsons govemmg 1'he use ofconstructionmahmate The through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 4) Largfe Missile Impact Test per FBC, TAS 201-94 ` Whke Rigid PVC Exterior Eats adons for Windows and Doors", dated 0843/15. '09►�30119. _ cl) .10 E 0 doeume nu ti m aubcm ted has beenres, sewed and accepted by Mimi -Dade Cofmty R£R Product Control Secwn to U 05117, *ped and sealed by A. Lynn. Mlle., P-E. 5) Cyclic Wind ire Loadingper FBC, TAS 203-94 on 0 L .� �. be used in Nami Dade Countyand ode a Tess where allowedbythe Ax�ority Having Jim (Mill 6)Foxed Entry Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.03 issued toVision Extr Limited fortheir "'%' � CU This shallnotbevalid alkrthe expiration daoestatedbelow.The Misaa. DadeCotacdjrPyrodtrct Catatrol Section B. TEST5 along with m-up drawings and installation diagram ofvuryl duhnng glass door, peep ned 1000 Tan 202 and li�htrr !shades mean- 'lritie) Rigid PVC Exterior Extrusions for F-- .� .� co Q (In Mum Dade County) enldlor&e ART (in areas other thanMiaaui DadeCousey) reserve the right to have this 1_ -Test report on 1) Uniform Static Air Pressure Test, per FBG_ TAS 202-94 byFentestratm Ttstmg Lab, Inc., Test Report No- FTL &U9, dated 1 L I5,, signed and Windows and Doors". dated 12108116, expiring on 12,r29t2i- product or material tested for quality Bastaaoaepttrpowes_ Ifthis product ormaterial Elite to peifotsnm the a tcepted fictmrs 2) Large Adissile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ (rest report revised en112/(W15 and 02/11116) 3_ Notice of Acceptance No.1."529.15 issued to Vision Extrusion Limited fortheir manner, themam will inewthe eapew a of suchtosting andthe• ASlmayinnuedialelyrcvoke, modify, or 3 C . Wind Pre M" Load FBC, TAS 203-% ) y� �� 6. Test reQatrt on 1) Air Iuftht°atibn Tees., per FBC, TAS 202-94 Brown Coated (Painted or Laminated UThice PVC Exterior ExtnWons for ) suspend the use of such product of material within their jtpriadiction. RER resaves the right to revoke this duct orl wdhm heir j wh along with.-W dowmgs and installation diagram ofvinyl sag glass door, prepared 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 Windows and Doors", dated 08113A 5, e�cpieing cam 09130119_ acceptance, if it � determined Coa StctiR .bat this pact or material fails to meet the regnsreme ats of the applicable budding code. by Fenestration Testing Lacs, Inc ,Test Report No. FTL $717, dated 12r07115, signal and 3) Water Resistance Test, per FBC, TAS 202.94_ 4. Notice e>aF Acceptance No:1d0712.02 issued to ENERGI Fesaesiratioa Solutions USA, `"TA_IN This product a approved as deaeu brA hewin and has been designed to comply wdh the Florida Budding Code, sealed by Idalmis Ortega, P_ E. (Test report revised on 0211 5116 and 02124116) 4) Large Missile Impact Test per FBC, TAS 201M Inc. for their 3040 and Lightner Shades (Neu -White) Rigid PVC Exteerioi including the Hg1h Vekvc ty Hurrimne Zone. 2, Test reepott on 1) Air Infik ratiata Terst,. peer FBC, TAS 202-94 5) Cyclic Wind Pressure Loading pet FBC, TAS 203-94 Extrusions for Windows and Doors dated 09A 5116, cgiu ng on 0210 W 1. DESCRIPTION• series -557412 7V"'� in 1 sue` g Glass Door (Rtiadwced) whro 9� & 13..0 corners-LM1. 2) Uri faaxu Static Arc Pr+esstue Test, per FBC, TAS 202-94 along with ed-up drr and installation. diagram of vinyl souring glass door, prepazed S. Niece ofAceeptaace i+Io.1b-0712.41 issued to EIgF.RC�I Fenestration Solutions USA, "Bronze Wed "V Glass sleets AFPRo1i AL DOC%'hiEi"i: DrawiugNo_ D1�-557a.D Hex B, myl S>id g {I M)", 3) Water Resie ae Test, per FBC, TAS 202-94_ 4) Imp Missile Impact Ted � FBC, TAS 201-94 by Fe rim Testing Lab, Inc., Test RrpOrt Na FTL 052, dated 12104 q5, signed and byOrtega, (T report on 02/15r2016) Inc.. for their and Lighter Shades of Cara Coated Rill 'C Exterior Extrusions for Windows and DooW dated 09115116, expaing can 04116v20. I duough 21 of 21, pr�redbyrnanuflaeturer, dated 10/05/15 and last revised on 02101/21, signed and sealed by ` $�' FBC, TAS 203-94 + est rt►poart cu�Uniform Staff Au- Pressure per FBC, TAS 202�4 7T) 6. Notice of Apt�lcac No_ 16-0722.03 issued to El'+tERf it Fenestration Solutions USA, A. L Mdber PE_ beat �e Miami=Dade Cove. Cvmhra�l Revisiaa vvitP� the I�Totioe of �° � '� ' Faced Test FBC, TAS 202-94 � why ,1� 2) Large Missile Impact Test per FBC, TAS . Inc, for .hear "'�4'ltrte Rigid PVC Eaten•near Exts�tnsions €or Windows and Doors" dated Acceptance motet and expiration date by the Miami Dade County Product Control Section A�I55II.E IMPACT RATL'� G: Largo and Small Missile Tongue. R:t�car0r along with ma£loed�zp drawings atui..ns�thtwn diagraesa ofvit.yi sliding glass dour, prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203A4 08110/17, can fl2128118_ byFezestraticm Testing Lab, Inc., Test Report No_FTL 8546, dated 11AM5_ signed and along with marked-W dtawinP and instaliatian diagram ofvinyl sliding glass door, p gmcd 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 335753-M. per ASMM4& , Lbuitations: 1. See table 1(sheet� and table 2 (sheet 8j forappiicable SGD unit sizes, design pressure, reicfarcea�mts types. sealed Id2knis Out P_ E. (rest �' �, Cf t revised an 0 itU4+'1fa and 0211112ti1Gj by Fa�estta£ia�n Testing Lab, Inc., Test Report No. FTL b638 (saaples A-1 tluu A-22), lobed AS•I�dD 1929 and ASTNID-635. issued by EXOVA to Vises F.atr�vn for ce]hibsic glass types, sill rise: (see tables B-1 dk B-2, sheets 7-$} and anchor layout s#reets regtLretemM m 1 ! ihau 1 b_ 3. Test can 1) AitInfiltratiean Test, per FBC, TAS 202P4 � Jorgee 11119J10, signed and sealed Canso. P. E_ (Subat#kd ►�rtder NO f h'a 11-ucer 2. Rigid White PVC, Tan (Nan -white) Rigid PVC andBrown coated (Panod or lamin akwo white Rigid PVC to be 2) Un¢otm Static Air Ptesstu�e Test, per FBC, TAS 2Q2-04 0107, l j r T a4 Ao 1114T.} labeled pernfl- woe dNOA'sregvuvwv! ts. 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infdttmioa Test, per FBC, TAS ?02494 8- Notice ofAcceptance No.14-4916.1i issued to Kutamy America., Inc. fos their 3. Egress operable doors nmd cou*y with min clew width cw he6glttperFBC regaeemeat, as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Unifoam Static Air Pressure Test, per FBC, TAS 202-94 "Se ntn-Giast (Clear and White) Interhtyer", expiring on 07/04/18. 4. Pocket walls onaieer separate approval, to be reviewedbyBudding+official 5) Cyclic Wind Pre~ssm a Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice ofAccgAance No.16-1117.01 issued to Kwz2y America, rise_ for their LABELING: Each unit shall bear a pe nnowent label with the maaudscxesrer'sname crlo8a, city, state and setiess and 6) Forced Enty Test, per FBC, TAS 202-94 4) Large Miser lm xict Tilt per TAS 201-94 " Tresifefdt- Utraclear, Clear and Color PN B Interlayers , expiring on 07/08/19. following statement '14iia mi-Dude County itfroduct CowrolApproved", noted herein. along with ma —up drjwmp acid installalloa dbgtam of vinyl slug gas dow p gored 5,) Cycfic Wind Pomsure Loadingper IBC, TAS 203-94 RENEWAL of 9=WOA.AA be caked aDer a tenevW aWlication has beenfiled and dare has beenno by Fftestrxtion. Testing Lab, Inc,, Test Report No_ FTL &U7, dated 12/(W15, signed and 6) Forced Entry Test, per FBC, TAS 202-94 F. STATE11IENTS change in d:eappticiblebuiidiogcodenegatiaelyaiSectiaagnie paceofthisproduct. sealed by Idalmis Ortega, P. E. (Test resort revised on 02115116) slang withmadoed-cog drawings and installatim diagram ofvmyl sliding glass door, prepared L Statement letter ofconformance wilhFBC-5oEdWon (2014) and FBC-6ftEdbion TERML'vATION of this NOAwuYi occur after the exp ration date at if dim has been a revision or change is the 4. Test report an 1) Aires Test, per FBC, TAS 202 9 Report No- by F esbation Testing Lab, Inc, Test RNo_ FTL 6337 ({samples A-1 tbm A-5); dated (20171 issued by marurfacttuer, dated OW14117; sued & sealed by Lyni Miller, F.E. materials, use, and/or mwufirAae ofthe prodtact or process_ Misuse of this NOA as an endorsemea>t of any product, 2) Uniform. Static Air Pi essute Test, per FBC, TAS 202-94 12MI10, signed and sealed by Jorge A- Canso, P. E. (SubOo Wed under A'0.4 Ala.11- 2- Stated letter of no financial interest, dated OVI&17, issued by mawfwturer, signed four sales, adveaiising or any olbwpurposm sbal! autaamticallytemnmtte6a NO& Failure tax ectuply with any 3) Water Rem Test, per FBC, TAS 202-94 0107.09) & sealexl by Lynn Miller, PE.. section ofihis NOA shag berm se for a6onandmonalefNOA. 4) Large Mmle It) Test perFBC, TAS 201-94 3. Letietof lab compliance, part of the above test reports. AD-vT_RTnE�'T: ibe NOAnunim preceded by the words Miami -Dade County, Florida; aed followed by the 5) Cyclic Wind Pressttne Loading per FBC, TAS 203-94 C. CALCULATIONS LATIONS 4. RER Test Proposal No-17-0387, dated 05/05117, signed by Ishaq Chanda. P.E. iratrondatc be in advertising Iaterattnre.If noftheNOAis f3 myFo' disphr d, then it shalt be Fenced ErltryTe`st, gerFBG, TAS 202-94 ' 1_ Anchflrvificatum calculations and structural analysis, complying with FBC-2014, dame is its e stomp drawings and mstallation of Pin i door, ared wool. marloed d>aga�at T1 P prepared by PGT, dated 12+�0911 Sand last set+lsed an 02115l16, nagrteid aoui scald by G. OTHER - INSFEMO`: A copyof it is enfixeNOA sW bepr�avided to the bynte n � or itts distributorsand F by emotion Testing Lab, Inc., Test Report No. FTL &. W_ dated 121R4r15, signed and � yy , p E. (,yittbm�d rr�tdtfr,tl'0 { 1'�'p l�f-I;�l d.€tl). 1. Notice of Accgrta►ce No.1-1-1210.01, issued to PGT Industries, for their Stokes _ shall be available far inspecting at the j,ob site at the t of ttneBudding Of -W. sealed by Idalmis Ortega, P.E. (Test rergcort w4isedd on 01 rt14116 and 02/ 11116). 2. Glaring complies with AST)A E-1300-09- " 557V 2770 '6 inyl Sliding Glass Door (Reinforced) - L.M.L-. expi ni g on 04114121_ 1]3isNOArevises&renevtsNOA#20-409.05andconsistsoftimpageIandevidencepagesE-1,F`2,E-3,E , Sow r�rn_4, i ;d{•• a �r,.L E-5 & E-6 as well as approval document mentioned above. The suhmitteci doCnimeMatLa4 was rs'vieared Isha I. Challda, Fes. Islsq I. C6aada, P.E. isiaq i e:7taade, P.E.' a.1, Iri�aq.% Moods, Par. > O O Visit 5uperriaor Product Control Ga ervi Product Control r*h sup" Product Contrel Unit Supervisor .e �- NOA No. 21-92/5.03 NOA No. 21-sm-03 NOA No. 2142U.03 NOA Na. 21-4209.03 v Q X E:piratisa Datc Apri114, 2026 + Espiratioa Daw Apra114, 2026 Approval Date: Mares 2s, 2021 Espiratioa Dater Aprir 14, 2026 Approval Dater March 25, 2021 E:piratitm Date: AW914, 2026 Approval Date: March 25,202.1 >~ (nf = [L '.a7 . J?n Approval Date. -March 2$, 2021 �- Page i F -1 E -2 E -3 M O a -O N Y a N N O dN CL cn E Q O — (6 > W �` w D,- a PGT Industries, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. f6 Er O NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE_ EVIDENCE SUBMITTED NOTICE OF ACCEPTANT-r(T EVIDENCE Si�SMIT TED K :3V � -t:f ct 101. 2. Ev'idelnce. Subs antler previous .submittal E. MATERIALS CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Past Super Spacer Stated complying with ASTM C518 Thermal Conductivity A. DRA'%INGS 0-991 BTU4W br_-ft$ T, ASIM F 1249 VAIR Pass, ASTM D3985 Oxygai-Pass, ASTM E A. DRAWINGS 1. Drawer No. biD-5570.0 Re YB, titled "Vinyl Sliding Glass Door NOA (Liu!)', sheets 21901.G_ Dwabilit Neu Fo 4)ass Subwifrd under relies V0A Ala. I S-04�09.05) y g ( P r 1. Driwing No. biD-5'o�p70� 0� NOrevised ��dated 1 through 21 of 21, prepared by manufacturer: dated 1 M051i 5 and trout revised onthrough 21 � nee 10KI51 and last oa�02101 0 t. 04=0, signed and sealehd by A_ Lynn Millen, PE_ 6. Quay Part rr e . complying with, ASTM C518 Thermal Conductivity 2.22 B?U-iw' signed and sealed by A• Lynn Miller, P.E. Cn hr: fe--F, ASTM F 1249 WVTR Pass, ASTM D 1434 Argon Pam -Pass, ASTM E Note: This revision consists uplaceramt of same existing installation screw writh flat head_ L B. TESTS 2189 LG_ Durabdity-No Fog, ASTM E 546 Dear Paint Development 20'F in 48 hm. 1. Test reports on: 1) Air Infiltration Text, per FBC, TAS 202-94 (Suboked under 11'0ANo. 13-0d09.a5). B. TESTS 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 7- Vision Eros, Ltd- Parts complying with PVC-AAMA 303-13, Vokwtary Specification 1. None- 3) Waiter Resistance Test, per FBC, TAS 202-94 far Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd -VEX by 4) Large. M>ssde Impact Test per FBC, TAS 201-94 AAMA Felon Exterior Profile Catification Pmgram (Subm&&d ander NOA No 15- C. CALCULATIONS 5) Cyclic Wind Pressure Loadingpa FBC, TAS 203-N 04M� 05) 1_ None- along with madmd-W drawing and rc�lblion diagtamn ofalt PGT Ind, Inc_ 8. Vis im Exjt moms, Ltd. Parts catnglyinig with PVC-AAMA 303-1.3. � representative units listed below and tested to qualify Dowsil 791 and Dom 983 silicones, (Substifted arrderr NOA No. 15-8400 05) D. QUALITYASSURANCE prepared by Fenestration Testing Laboratory, Inc., Test Reports No_: 9_ PVC-AAMA 303-13. Voluntary Spedfication for Rigid Polyvinyl Chloride (PVC) EVeri" Profiles for Visitor Ems, Ltd_ VEX-1 by AAMA Fenestration Exterior Pwfile 1. Nfiami-Dade Department of Regnlatay, and Ecvaoalic Resources (RER). FYL-7897, PGT PW5520 PVC Fined Windom, (unit 6 in proposal), dated 09103114 � � FTL-20-2107.L PGT SGD780 Ahimi u n Sliding Glass Door (unit 7 in proposal) FTL 20- certification 2107.2, PGTCA740 Ahem OutmingCasemmt Wtudow (unit 8 in proposal) FTL-20- 10. Nootice of Acceptance No. 1&1217.14 issued to Fnergi Fenestration Sobftkxk USA, Inc- for E. MATERIAL CERTMCATIONS. � 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, their -Tan 3040 &fight slue (non -white) N4'hite Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No.19-0305.02 issued taKararay America, Inc. fortheir "Tr+osif'o18 PGT PW7620A Alumitrum Fixed Windom, (unk 10 in pwposaf) dated 07/13/20, all signed Windows and Doors , expiring on 02/04.Zi . U'kradear, Clear, and Color PVB Glass Inter)iayera", exp*Jng on 07M 24_ � O and sealed by Idalmis Ortega, P.E. 11_ Notice of Acceptance No. 18-0122.02 issued to Eu rgi Feneslzatiom Solution, USA, Inc, for 2. Nonce of Acc No.17-080&02 issued toKwaray America, Inc. fortheir > l_ tbeis series "'Nr'ltite Rigid. PVC Exterior Exh•nsitons for Windows and Doors", expaing on "Sentry Glast (Clear and U lute) Glass lutaerin)vrs", expiring on 07104123_ � C. CALCULATIONS 021203. 3- Notice ofAcceptmwe No-18-1106.10 issued to Vision Extrusions Lmded for their'Brown O Q 1. Anchor veri#"t mhol calculatum and structural analysis, complying with F'BC 7m 12. Notice of Acceptance No. 204203-03 issued to En�i. F� Solution, USA, Inc. for Coated (Painted or Laminate 3;rhite+ Rigid PVC Exterior Exbvs�3iams for Windows Edition (2020), dated 04122i20, prepared by manithcinu+er_ signed and sealed by their "Bronze & Not shade nap coasted White Rigid PVC Exterior Extrusions for and Doors", egg on 09130/24. L� U Anthony Lyi.a Moller, P.E. Windows and Doors, expiring on i?4,116,125. 4_ Notice ofAcceftwe No.1&110b.11 issued to Vision Extrusiofis Limited for their series � 2. Grazing complies with ASYM E IMO-04,-W, -12 and -16. "fE 1000 Tan 202 and fighter shades(Nau-317fe) Rigid Cellular PVC Exterior ) D. QUALITS►' ASSURANCE F. STATEMENTS '7A Extrusions for Wfsdows and Doors ; expiring an 1229/21. � C) Mani -Dade Department of Rergulatory .and Economic Resources (RFR). 1. Statement letter of conformance to FBC Edson ('2020), dated GV22fa issued by 0- ma ubdurer, *red and sealed by Anthony Lynn Miller, P.E. F. ST ATEME11c TS � E. MATERIAL CERTIFICATIONS 2. Statement letter of no financial interest anti -of independent, issued bymauufadwer. dated L Statement letter of coefoamance to FBC 76 Edition (2020), dated 02MI/21, issued by � 1. Notice of Acceptance No.19-0305.02 issued to Kumar America, Inc. for their 041100, signed and sealed by Ant1 Lynn Millar: RE. E. manufae:turer, signed and scaled by Anthony Lyme Milieu P E. `Trosffolt Ukraclear, Clear, and Color PSB Glass InterhyerC. expiring on 3. Private labeling Agreement document between PGT, dated 03rMIS and signed by all 2_ Private Labeling Agreement dated 03V&21 between. PGT h ushits, Inc. and CGI �J � 07108f24- iavohmdpmtim Windows and Doors Inc., signed by Dean M Ruadr, P.E., V.P. Engineering, on behalf of V m 2. Notice ofAcceptazloce No.174=&02 issued toKuraray Anierica, Inc. forth& both cam- Q "Sentr rGhst (Clear• tnd While) Glass Interhyerr', expiring on 07/041-73. G. OTHERS � 3. Notice of Acceptance No. 18-1106.10 issued to Vision Exnusiom Limited for their 1. This NOA revises N.OA# 17-0420.06(PVTw1CGI) and updates toFBC2020 (7*Editiesn), G. OTIEERS � ~ "Brown Coated (Painted or Laminated) AUft Rigid PVC Exterior Extrusions expiritig 04IMI- 1_ This NOA revises & renews NOA# 20-0429.05 (PLAw/CGIJ expiring OV14/26. for Windows and Doors", expiring on 09130 t 2• RER Test proposals #i9-1155 dated 01/10/20 approved by IsbatgI. Chda_ P.E, egg 2. the cement associated PIA CGI file #21-0205,0L expiring 04/14126. O L CU 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for then "VE 041141Z1 _ w series 1000 Tan 202 and xgbter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windmn and Doors", riming on 12/29/21. I �,-7 I. nk lahaq 1. a baada, PF. 1st L tri■nda, PF. Z q J Ukoq t cued&, P.E. Product Cantml Unit Sup"Woo Product Coated Unit Supervisor Z Product Control Utah Supervisor ;NOA No. 21-0209.83 NOA Na 21-0245M NOA No. ll-8205AS Expiration Date: April 14,2026 Expiration Date: April14,20,6 J Expiration Date- Aprg 14,1026 Approval Dates flfarclt 15, 2021 Approval Dater: Marcle M'0.1 a - Approval Dow. March 15, 2021 E -6 F � E -a SHEET NO. PA 1. 3 JIODJI NL.IU:I. .I...,Er:,IdL.. I..ILM:.•t., I- MNYaLLY'lal�■IIR1,.__ _ ). _ _ ...) I _ 1 L ECQ IIVC. TILLiT TEdTIN6 A ENGINEERING COMPANY PRODIIG•P LV . 2 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201 203 s r section 826 of 1h FloridaFI a per 1 e ldBuilding Code. Uniform static loads PaAD D['1' 17Vwjs(ATInN S•PETWT R(O 20. MOM 3 S. MATERIAL CHARACTERISTIC AND 8PECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing � 1 L ECO IfVC_ TILLTf TESTING 6 lIIIBINEERINO COMPANY - ----- -UT, JF- --- - - TiLI,iT, JR, I'Ji Iiltrpo®w).wNn PRODUCT EVALUATION REPORT N:P.X T,AWI-xA 44161 WATTRR A. TTLLM Tit., PA. --- tilteco®rOl.rnrt,LTEILA. rL eLt 1JnP,-So. N1A7 'I CA Li - W.M7119 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of IL`.A.L..Nw.W"?19 Testing, Inc., Reports # 96-6e9 dated 08109/1996, #96-570 dated 091181"1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20.0727.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 10/0611998 witnessed by Gilbert Diamond, P.E. and Report No. 7..LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 REPORT NO.: 2e-0728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13. 2009. on sheet 1 of 26, as well as General Notes 1111 thn3 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Stone Panels PRODUCT CATEGORY: Shu t m signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUWCATEOORY: Storm Panels 2.3$TRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1e20.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: GlWal Protection Products. LLC MANUFACTURER: GIDha1 Protemtnn Products E E r. length based on rational and comparative analysis, and in accordance with section 1616 of the Florida BuildingCode. Calculations Prepared by THiteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. 4800 S.W. 51 Street Davis, Florida 33314 4800 S.W. 51 Street Davis, Flor1de33314 dated 11/03/08 and O3/12J15, signed and sealed by Walter A. Tillit, Jr., P.E. 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Welter A. Tillit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. nuit, Jr., P.E. (System Large missile Impact under section 162e of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-00D6719). This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr„ R.E. (System ID # Igoe) to the Global Protection Products, LLC, Rule Chapter No. ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. Globalod l leBusinessChapter 81020-3, Method 1 D of the Florida Department of Business and 4- WIND LOADS-RES STANCE: ,tat+�"""++ �A`t AA. T1( o�N' ...... .,�l✓ 61 G20.3 Method the Florida Department of and Professional Regulation. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind NTF' This product is tieing Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, - �� � 44187 •': This product Is being Issued an Evaluation Report as described herein, and has p0 been verified for cDmpllance in accordance with the 2020 Seventh Edition of the Florida Building Code, soot to verify that the product is for the purpose Intended 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, r�� - D ---7 i i1z9`7?® 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. 14, 15, 17. 18, 19, 20 25 and 26 of 28, of Product Evaluation Document (P.E.D.), drawing �_ STATE OF / d/�'•.•IORID at least equivalent to that required by the Code. No.20.176. .: This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION: 'bnSs/p�pj ENS "'++FN1I111N1'Mt This Product Eye luation Report shall be subject to review and revision in case of e Buikfing Code change that may affect Its Ilmitations and conditions 5. a Building Code change that may affect its limitations and Conditions shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7,10 thou 20, 23, 24 and 26 of 26, of Product Evaluation Document DI T LTECO ADMON RECOTtDS A P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAOB 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCVMENT(P.E.D.): (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL% DRwp 42W 76% REPORT 2=4T28.O1 Drawing No. 20-178. titled N20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 2e prepared by niteco, Inc.; signed and sealed by Waiter A. Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), dr'ewing No. 20-176. 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.) Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", Tillit, Jr., P.E.; dated 07/28J2020. This drawing Is an integral part Q># is Evaluation Report, Akoil,e` �t aaNNNluNy rJ<(/T�� sheets 1 thru 18 of 18 prepared by Tilteoo, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 0712712020, This drawingis an into tp '� is Ei1 A;,TQ1y o ' �eerv�11. _ vvC NS6CENSF's Evaluation Report. � � n ^ '!�( - No.441ti7167 *' ���'� •* (�*� C>''•. fi ' 2� STATE OF R;� STATE OF <444y�'7 ss/ h"" S IS t\��,��r 6155 N.W. 36th S tEYOt, Suite 303. Miami, Florida 33166 -Phone: (305) 871-]530 -1tH1 �ON1Ai t;,,a*"�� " 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1 y+llpkAC36��1801-I53t '7uunnuaaAA rMu npuAA • 0.]) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR MOOD BOARDS K MAKI ON THE DUSTING WALL AWCNORS SHALL SE LOW DgUGH to REACH THE WM STRUCTURE KWID SLICK FORMS. 1. STORK PANEL MOM ON THIS PRODUCT EVALUATION DOCUNEM ((PP.�E.O. HW SEEN VEROIED A' M COMPLIANCE N ANCIKWAOC WALL 6E AS MENTIONED IN 6.1) AND IN 02). ACCOIIOAMM WITH THE 2020 (71h EDITION) Or THE FLORIDA PAUDWO CODE (C) G . O.AN Wit: OMON WOO IAADS SHALL BE OE MMO AS PER SECTION 16200E THE ABO,E MENIto"ED CODE, - 1/• TAPCG'1 • '`S AANUMCTURED BY I.T.W. SULK%. INC. - r14-10 PAMaMATE FEMALE D NO PANSA%TC PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A YID SPEED AS REOLARED BY TIE JURROICIION IYIIETE THESE ILIIIERS ALL BE NS7AUE'D AN0 FOR A OIECTIONWJT'Y FACTOR Ifd-O.SS. IKONG ASCE 7-16 AND OWL TOT E(CEED 1H[ tN11L111Y (AS.OJ - 1/4'P lA0 SCREWS PER N.D.S. DESIGN PRESSURE RATNOS NWA10 ON SHEETS 7 THRU 12. 14. 15. 16. 19 A 20. - 7/10 r . 5/0' WOOD 6USHW AS DISTRIBUTED BY ALL POINT SCREW. DOLT • SPECIALTY CO. N ORDER TO VD10Y THE ABOVE CONDITICK UL1%R E DESIGN WOO LCADt DETERMINED PER ASCE 7-14 SHALL K FIRST INDUCED TO ASDDESIGN WINO LOADS BY "11PUb1fi THEN BY a9 01 ORDER TO CA WORM TWIEADW PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL K 1 1/2- AND 2- FOR ELCO PANELMATE PLUS COMPARE THESE W/ MAR. (Aso) 66" PRESSURE RATINGS INDICATED ON SNEEM 7 THRU 12. 14, 15. IS, 19 At 20. AND PArELAILE FEMALE D. L THAT ANCHORS S IN P.E.O. NA YST. F YL11E NOT OVER STRESSED. A S INCREASE N ALLOWABLE S ORDER 10 WIND STRESS FOR WOO 1LV108 9R9 S4L USED N ?HER ANALYSIS. PASRNERS OPACONG TO WOOD WAS BEEN OETENO/ED N C.2) MNNUM TIYEADW PENETRATION Or LAC SCREW. INTO THE WOOD FRAME UNIT SIWL BE 1 1/2-. NO THREADED PEETM110N ONTO STUCO SINII K tONSIOE1rc0 AS PART OF THE REHXH9m tHMGOED PEKTMT1oN. ACCORDANCE WITH N.0-S. 2019, C.3) WM" EDGE DISTANCE OF LAC SCREWS, INTO WOOD OVAL K AS OOICATW IN THIS DRAWNO STORY PANEL'S AOEGUACY FDA IMPACT AND WIND REOSTANCC HAS KEN VDWIM IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING t TESTI O INC. REPORTS 96-569. 911 r. 96-T30 ND C.4) MIIMUA PETE7MlION O WOOD BYSIINC SNW. S/6'. 1/1' P-20 SCREWS USED BHHAl1 K t , D BVSHM 1/ /2• LONG MMMIUM FEEGMT*N TESTING LAB. NC., REPORTS 112032 r /2124 . AS PROTOCOLS TAS-201, 1AS-202 AND TAR-203.MMkW ONOAO STUCCO EtST, AND FOR WALLS WITH STUCCO. TEST lie O SOUTH FLORIDA REPORT 10279.01 -09, AS PER TAS 201, TAS 202 AND AS WELL AS AMERSTANDARDS. TAS 20] STANDARDS. CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SIUOCO ON WOOD BOAID6 K FOUND ON THE E70SIIN6 2. ALL ALUMINIUMEATRVSO6 TO ONS-10 ALLOY AND TEMPER. OOrESS OTHERWISE NOTED). SEE SHEl 2- BALL. ANCHORS SHALL BE LONG DMUGH TO REACH THE MAN STRUCTIM BEHIND SUCH PANES. ANCHORAGE SMALL BE AS MENTIONED IN CA).C2) A C.4) 3. ALL ALU IN N SHEET METAL USED AT CLOSURES SHAU. HAW 3103-1,114 ALADY. (0) ANCHM SHALL K INSGLLEO FOU.UMW ALL O ME RECOM ENOATTONS AND SPELYKATIONS OF THE ANCHOR'S MAWAACTIR M 4, AL STEEL 94M META PANELS SKI HAVE STRUCTURAL QUALM STEEL ASTIR A-663 DUDE SO MN,YU4, 0-00 OALVANQED El[[L OELM)Iag1pN W/►Y- 063 W (AFTiA ROLLED), S. PANELS MAY A190 K ONSTALLiO IHOnZYINIALAY fOLLO'MN0 INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (StHEETS 4 =NOT THROUGH 6) EXUPT YHAT HIE,OEIR; r (,j) BE USED. 5. AL SCREWS TO K STAINLESS STEEL 3" OR 316 APB SERFS OR CORROSION RnWAW COATED CARBON SEED. AS PER DIN 5001a W/ 6o NO YIELD STRENGTHNE AND 90 ko TEMSSTR W4 r SMALL COMPLY W/ FLORIDA IRNDNO CODE 9. IT SMALL BE THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOLNDRIM OF THE SIRUCTIM W4ERE SHIDTER IS TO K SECTION 241 .3.3 a A TO 94$M PROPER ANCHORAGE. YNOS SHUTTER SEMI ONLY BE A77ACMED TO CONCRETE, ROCK OR WOW RIVAL' L BOLTS TO K ASTM A-307 GALVANIZED STEEL OR ASI 304 SEARS STAINLESS STEEL, WITH M to MINIMUM YIELD STRENGTH. 10. EACH AEG" STOW PANEL WITH LEN6T/S OVEN $•-O THROUGH 12'-4•, AS PER SECTIONS 6, 6. 9 • 10 AND ALTLI MTMM OW, 7 ANCHORS TO WALL SHALL BE AS MIDIRS: 9W to IOW OR OATS S. 6 r 12 IESMI]VI LY. SWILL NAVE A LEGRE NO READILY VISIBLE MAN" INSTRUCTN6 00E1 OR TEFWR TO SECURE PANELS WITH ARLIUI,E RpYpICEWEW GRAND PERIODS OF MINRCWE WAMM, W IGym,••� PMIUD It. 11E NSFAUTION CONTRACTOR IS TO SW/CALK AL SIMRR CMP"Wa EDGES WMCH ROW" N CONGA/W5 CONIACT WITH - 1/1'F TAPCON ANCHORS AS MANUACTURFD BY LT,W. SUI DEA. IRC. (Mrs. rc-3192 P4+.) THE SUIDIG TO PREVENT WOO~ INTRUSION_ - 1/4• • . 1/6- CAA -IN ANCHORS, A6 MANUFACTURED BY DEYMLT PC, (MN, ro-3000 P.F.I.) - 1/4'0 . 3/4• SOLID -SET ANCHORS. AS DMTRNUTM BY ALL PONY sGWW. BOLT r SPECIALTY CO. 12, STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS MWATED N THIS OAMIRMG PLUS ANY BUILDING AD ZONING RECUATDNS (Min. 1'c-3000 P.al.) PROVIDED BY THE AOtU CT*N WHERE POUT 5 APPLIED TO. - /14-1G PANELYAIE TEMPLE D r PANETAATE PLUS ANCHORS. AS YARIFACTL40M BY EGO CONSTRUCTION PRODUCES. (MN. Cc-3.3S0 P.F.N.) I& (a) THIS PRODUCT EVALUATION OODUME1T (P.LO.) PREPARED BY T16 ENGINEER IS GENERIC AND DOES NOR PROVIDE INFORMATION - 1/4.0 CF TAP -OAP ANCHORS, AS MANUFACTUIED SY TRU-FAST COIMTON (r'P-3601) P.F.N.) FOR A SITE SPECIFIC PROJECT, 1-4. WHERE THE SITE CONDITIONS WAVE FROM TH[ P.ED. AI) MMUM DAKM MI OF TAPCON AI04M ONTO POUTED CONCRETE $WILL BE 1 3/4'; 2• FOR PAELWTE FEIANLE W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. RIRCHASE AND !INSTALLATION WALKING LIFE SAFETY OF THIS PRODUCT ow THIS P.E.D. P omm HE/SHE DOES NOT 6rA Thom THE coornow DETAILED ON THIS DOCUMENT ID AND PNQIAL7E PLUS AND 1 1/{• FOR 6 TM -GRIP ANCHORS. CONSTRUCTION CG4RRCTION SAFETY AT SITE IS THE ODNTMCTOR S AnPONSORRY. A2) CALK-N A 90LO-SET ANCHORS OIALL K EMKODLD 7/8- INTO THE POUND CONCRM NO MKDMEM INTO (e) THIS PRODUCT EVALWToN ODCUIENT WILL K CONSIDERED SNAG IF MOCFIED. STUCCO OHPLL BE PERMITTED. I/4. 9-20 SCREWS USED SHILL K 1 1/2' LONG MINLNY SHOULD STUO00 COST. ND t' MINIMUM FOR WALLS WITH NO STUCCO. NO MAY K HEADED SGIEWS OR ALL TREADED SCREWS W/O HEAO. (d) SITE SPECIFIC PROJECTS OWL K PREPARED BY A FLORIDA REG4ran ENGINEER ON ARISRTECT WHICH WILL BECOME TIE an WITH WON' HITS- DOM M OF WCORIC (E.OA) FOR THE PROJECT NO WHO WSL SE IIWONMUE MR THE PROPER USE OF THE F.E 0 ENGINEER OF RECORD. ACTING AS A OELECOHE ED EN004M TO T A.3) IN CA% THAT PRECAST STONE. PRECAST CONCRETE PA", PAVERS, STUCCO OR WOOD BOARDS K FOUND all THL P.E.D ENCOEYA. SWILL';'TO THIS LATYER INc SITE SPECIFIC WA M)S FOR AEAEW. DQSt1MG WALL OR FLOOR. ANCIGR SHALL K LONG ENOUGH TO REACH THE WIN STRUCTURE BEDD SUCH PANELS. ACHORAOE SHALL K AS MENTIONED IN ALI) AND IN ,L2). (9) THIS P.E.O. SHALL BEM THE DATE AID OMMOL SEAL AND SIGNATURE OF THE PROFESSIONAL ENONRR or R(CORO THAT PIIE9ARM IT. (0) l0 FYUD•EP GOTLTMIf aDG1[ IAIl ASEMH c-BB: - 1/a' I TAP0O1 ANCHIORS AS MMNUFACIIAED T I. T. W. OIALOCX, NC. it. SHNRW ER NUFACIURER•S LABEL SHALL BE LOCATED ON A READILY VISDLE LOCATION AT STORM • . 7/6' CNJHOR ANCHORS, A9 MIIABAC7lI11ED BY OEWALT ONC (Yw. Yc-t600 P,".) N' PAWL SHUTTER IN ACCORDWM WITH SECTION 1"0.2.3 OF FLORIDA OWDM COOS. ONE LABEL SHALL BE PLACED FOR EVEOPETMO. LOADJW TO COMPLY WITH SECTION 1709A.2 OF THE - t/4'9 X 3/4' SOUR -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. DDLT R SPECIALTY CO. FLORIDAS A BULDING CO. (MM- I. -TOW P.F.L) no OPAWM SHALL ONLY K VSED TO - 014-10 GANE.INTE FEMALE D AND FAME VATE PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRLXnm a,Nx OBTAIN PEMRIS IN THE STATEO FLORDA PRODUCTS (MN. rc-2071 P.c.I.) - 1/4• r OF TAP-aNUP ANCORS. AS MANNUFAC URED BY TRu-FAST CORPORATION 0.1) MNMIIM EMBEDMENT OF TAPCON ANCHORS. FLCO PANELATES AND OF TM-GRP ANCHOR. INTD THE 'vC •,• •' l ILORIDA BUWNO CODE 11 h Vrlee Hu"Ict BLOCK UN StIAl K , 1/4•. „tr ALtaUa FC 20 GAGE GALVAMID STEEL STORY PANEL '• N0. 4 •; IT. t2) CALK-14 r SOLID-SCT ANCHORS "I BE EMBEDDED 7/0• INTO THE CONCRETE UNNIT. No 1B7 INTO STUCCO SHALL K KM"FD. 1/4. 4-20 SCREWS USED SHALL K 1 1/2` LONG YOIWUY STIOU EXIST. AND 1' MMO" POOR WALLS WITH NO SnXxO. 'Wt STA — �LowPIIOTEI:TION PRGDtiCTS. IlC. ' n. ,. ..---..___:1 IL C .r• -. _ -- INSTALLATION DETAILS INTO EXISTING POURED 00HAAEIE AK'Ip9 FOR REGULAR PANELSCI A BLOCK STRUCTURES tX HMAIIE /NCNDR9 (la,GN ERR 9 TMOUW 9) CONCRETE OR CONCRETE rc Atrp1911R as 9rAImuLE oNI I R1S 9 iMaMN -- t.o.--- ma $mE n" of a �� � 9 ttWONW 9) FmTID0 'H W�Om 6WNaIW°N�j y Iz'-a,�::,• - _ \\"E `7, \� 4,\\\V�.`t�\\\':\\\\\\\\ In'' �1-LL'� vti-AAUA•Aa an . COOM POAQ. EB. 2 s I 1 T I t i I10" M�'F two 4H� J i 1 I 1 1 W ■ ^� 1 i l 1 'ET_ N yy CONCRETE 9BM0 W'I'% �sRlo "-I / ig O tr (1Q 9CH9m no"00 .) NOPM r7' 2 • .11. LIL o�eT'RNOcrc Rea°0u1°°IIERErl �n 1 t � elimE BLOCK MCHM ANCHOR/(off Twous 1 affm 8 P40UGH01 0) \ Z.111' -Ya . 1 -d. (. 1 1 I I I 1 9.M • I u� 'a rt.� r MIn T rw. . 9A(CONCIIM �N2EIXAc"L a BRLT9 • 1'MpYN 9) au" 2Z SOaE 3 t NO ��3/O� LD. - EDGE 05EN9CE (SEE SCHEDULE ON SHEETS a a 9) NOTE FOR gammurT1iY1 OF 9ECTEe-& TOP k BOTTOM MOUNTINGS CAN BE COMOn IN ANY WAY TO SUB ANY r INSTALLATION. COMPONENTS FOR REGULAR tit LIFE SAFETY STORM PANELS (SCALE 1/2-1-) r--_ - _.. _...._... D.19B• (TOTAL WO N)- -..—._._ —. .._..-_.------. -'^, r-- ._-..._ 16., M• (TOTAL wvrH)-........-- »-._ (ETTECTWE WVn----------------------+ III I 1. 1 r- 1.3p0•- �'\.•100• Dan, MIN. THICK - 11����++Ipp.""•pp��f l + •� - ,�\ OK1NRm STEEL SO '` 1 T.657• O. STEEL y I- J/�< ' ) -��1 7:r6r 0M0-0 OAIV. " OMMANM 2.� 2'1(1' I ,SLED TYP. ASTM A-f03 COAL AJ ' 2. •2i'% I TYR L ETtE 9RAC 39 H". \ L M. A N,B S-r0 ONY. -t,pETAL A . _..._ ___-_._------------ ' 4L0 (D STORY PANEL ® END STORK PANEL Z�r-2.187•----• PANEL'S END NP i W/ g01AIRED EDGE ` _) LUDO' It 30DS' 3.375• .1 LOSS �'E7SD� 2 Jr. ISOMETRIC VIEW DETAIL A 1._. ROUNDED CORRMER a Ewe OF Ru n's y L. 2.000• -- - END, UP W/ HEMMED EDGE. AAl tO NhW HEADER (N.T.9) SEE . , +/tar0E2/14 DE WYAL L} / 2.1SY�-p „/p0` .AO' .,26• -.r- 394�t JO4�SDO •�2S• (, t• 5'yI r.'AS "M RAEID 4.f. 1iRD nYETEB .700,1 N / To ARGUE 0 TO ANAL[ B I .NwY 12 1/Y a& 12 Im oz. Et�• 2.000' 1.S11D• in -} f 1.600• D93• ItDAI 1 R. a 3", ! 1tar -V � 1 _ 12S• �, IIYA Q .-N SO'� '-_.1.600•.J '�•1.800' 2.000•----- 03 "lLHfJW Qfdf1 4i� MML ® Atiou wrrH stua ® 44AiII4 REVERS�WI�IH P- 9 Tar mri I9• LOW 2"X7•X1 41- L ly-7 1.0 i 93 IN, 0 1 - /11A Logo' 3O KEY HOLE WASHER r 053'• GA/V Km'wSir4~ obs. 375'- �SM'O , .33bY f 'F b78Y L. ) 1YP� BDTTOI 25- iS7B•At NO .ONICw WINDLNUr -m9E a PAHa KEY HUE ® AT PANEL Ut MMaN�ow . AN& / AUK IRS o MW^ • 7/6YJ/3Y wotm f:EAYLE9O slot a HCKR F ATm SRO). 1 ( w east i AeW"RA: i aa•. 'ME I -�,0• 1w9 nlAa I v T BONG- POIOIm 1 BLOB i Ex16T ND POUarg,- J o - L2 i 1 CONCRETE 0R � CONCRETE KOOK -�„� a• t 01. $HIM I T4aNHcoma 0) WALE 3/1-1• 'OPEI4NO�1X10 * NEW I' WIDE . NAVIES . t • DOBTI D STUCCO/ THICK ALUM. TLRIE ON t' . P.T. WOOD PLATE SPACER ' --WOODowBAD • NON t• WEE . WM . 1/0• ALUM. TVK at ,• . WRrc4 .p 7, W000A TF SPACER 4VA .374• .374• PASS• .1N' H ,i �•'..-' ;310• ��1i'J• i''//4Y-20. 304 9000 :7 S - 'TEf. STD METED 10 I �--7�'.986• I 6!O• 14f1 a 1.671• 1.010• 1.000• tt--�� OW © "F- TRACK ANGLE ® r3zB- -F4. TRACK © FLAT PLATED LL„NML„r,_ WITH STUD 33 eH.e <Delar • ,roc ,F� .._� ARIA•' > 7 w _ M t AAw r I i -.A N Hir _ r_ T I E cASE A tPtAM1 0--� - Ia SSE ■ [PIAN) cc w A-111Y9 :+ I/r�"'® LIAR F-.W( A�/W,E1/%41,Sj/3F FIRNXM�gwR �,M� GAF ARISOME °IY, 9-9'r6 �YIY 9r.W..AM -' GAF, KIWI- •iYARM "LlLn gig VPI Na HJw �N� N® aX• E ]/B-1 ORW- AA9IW�• rO.l- F Ha, 11tPARRARWR G0. EDGE DISTANCE °"® (SEE SCHEDULE ON--O SHEETS BMA 9) - tOME ,P, 1�J "' YD]E FOR I:DMeBNdT10N OF ,�,: TOP k BOTTOM Mo1JNTRIGS GIN ■ COMBINED N ANY WAY TO sLlrf ANY r Awl N45TA1ATION. SGME 3/lhl' Wm9 . TNRINAF .) I i C.M. , iMplr I C� C_J 'RpIL4O= BR 1 TIP W. W ow r a 0) 3 LMm. xl DETAIL FOR SPACERS BOTTOM TRACKS ADJACENT ma. PAM6M am" ■ 4•. concom MDCK 6BNHL• � 'WNM 1 MNa REOLWU. TRHIM HEWN. SreTiON x-x SCALE 3/3•-1- REOUR M AT TOP OR TO STLK=/WODD RANDS PRODUCIrlICIVAIXATIGNIRNPORTNA, 2R4747 D2 2 2.1 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 American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 whnessEld by William R. Mehner, P.E., Boriz Moroz, P.E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 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 Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, as per ASTM E-e and Tensile Test as per CIC Metallurgical Report No. IOKMA31S. dated December 1, 2010 signed and sealed by Jerry Jeciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING- CALCULATION& On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1004 of the Florida Building Code. Calculations prepared by Tilteoot Inc., dated 12/18/10 and 08,127/13 (for this revision), signed and seated by Walter A. 7111tt, Jr., P.E. 3. MISSILE IMPACT RESISTANDiE: Large missile Impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length 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, 9, 10,11,13 thru 1e and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20.175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. aTluuut ��,� A• Td(VT - _yOENSF d� / ` x 87 7'2 7 Sir ? * _ STA F ' 9��'•. fiLORiOA •�.). 'AS�ONIA 11tiNN D.M..��• 0�.0+ 1/4' ' MAX. GA/ 1/4, 2/4. 3/4. 4/4. 5/5, 7/5. 1W/10. 2W/10. 3W/10, 4W/10, 5W/10, eW/11 a 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SIEEIS 6 k --- FOR WOW SEE KLTW 5 oN SNUI 10 ! 11 PRnnrCT WAFA IIATION a.l[PORT NO. 26- 7.0 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as Indicated on sheets 3, 5, 13, 14, 16. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. L 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. 20475. 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 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tliteco. Inc. and signed and sealed by Waller A, THIN, Jr., P.E. 7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Wafter A. TI(Itt, Jr., P.E. (Florida License No. 44187), President of Tiiteoo, Inc. (Florida CA-0006719). D:%TI TECO ADMON RECORDS V P. E. REPORT.20 %OLViAL P O mP14jN P� • GALVANME0 STEEL STORM PAN EL%DRM 1112D-176 S REPORT 020A7274,P'•.• OR1D I o BOLTED PANELS W/ 1/4I-20A,' LAG& BOLT W/ 7/B• a 3/32• 1 'r (SEE SECTIONS IS A APPLICABLE) _1 1 1_ (__i__l_1J r MAX 1 i/4. 2/4. 3/4, 4/4. 5/5. 7/3. r QIAMIN --I " 1W/10, 2W/10. 3W/10. 4W/T0, 6/S 5W/10• 6W/11 at 7W/11 -----_._._--_ _ANODRR: FOR CONCRETE SEE SCEDUE ON SNEER O r 9-------.. .._.__ FOR WOW SEE SECTIONS ON SIHFETS 10 It11 REGULAR STORM PANELS t1� A: Q ELEVATION N.T.S. D 2.67• (1BNL t7HEBN ., EOHpE wVLEY) 1/4 _!Ae. GAR INSTALLATION DETAILS FOR REGULAR PANELS A t� INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK ST UCTURES �y1a� coNCRrE ca"uaTE I oDRt2RETc '3' _....-.---........__....ACNOM: FOR CONCRETE SEE SCHEDULE ON INLET 0... _.__...__...__. OR CONCRETE BLOCK (----OR 0R CONCRETE SLOCK - FOR or, SFE SECTIONS all OEEr 12 c6NC1a1[ BLooK i] Mw. 2.6Y 'MUPOM A110H100 REGURED mtwiow i111C1� jL9p[1[A IE yUa,pM MI.. GWU 0~-, WDLE VALLEY)R S, MC OMB 1 • Mn. r SOKaAF OMfO1GUtE pl ... _._7 INA fC1BDUU i ED.,IIII II j � I II I I SOWX IL �.. i,-LLLl i• \ 'I a wFOY �N�W ? i ••1 WM ..W ' . w,,. » ' , ; •R!» WE`°yyI'.� -;-i3a t_II f- I; • - ---{ S I -Os MpmU , ie F I y 1 WMBrO. : 1.. �K4 ��_..... OlIA i L.`'.. I 1 M1• MR. I , + ` R W/ IAAt R .TrT61' , +.-9aA/,TB' i , a'►-aWn 111 1.tAOH� oAOWi'U'r 6 tAM 1 ----- .. r------ T-�• - r—�- ._, r� r----__ i II I I Ij 11 I IH' � I _..1 1 sox Got ;,, I i'` •� +r••• �� , I .%i �i � � i � ',� ! +/ ' f j , «�1 r Bois�3, NNIM � OF V I wX ANCHORS: P®60MCMFIE SEE BCIEONG ON � MAXA roll tYIxD SEE 3ECIIONB ON SHEET 72 ----- .. EL REGULAR STORY PANELS n t 0"ATKIN i / ', �r'' v,• 60" i � � i � SCALE ]/sz•. r_./ 1/4" MAX. GIP !! Mmt. .500.E 1 2.67• !I / 4'�20W4• Sa. MLr QMO,O6M ��MOtt WALY) a ' / 2/e•a]/]2- MNO NUT -_I ) -7 I B I2 / O.C. 0011a11nC N1a1101IS -_ - .. __ _ ___ I WNOR1[ M1011016 iRA0001ED ' SHUT6) ON t/4_ 1Wf / OVO PAR iL7B91AE OI -- ON SHOW F) °•EI 9) Rw wNGICR _ OR aI SECTIRt N A- COHINE[ OR IDCJt SCALE 3/3Y-t IORNE/[ MODE RE000WO FRpuRm •m'Rlm lXB TiNG plum 1111101111=0 9CLE 7/B-, 7CJWt ]/B-1• sa,�Le1RMIMA... E.D. -EEO[ OEiTANCE NOTE F'dl CdKONT1DN OF KA'TMTANe• (SEE scIKDUIE oN TOP t BOTTOM MOUIT405 CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT AMA' 91STALLATION. CU to Cu � U 0� CL C O N C 1L (O 0 ­00 U)CD C �M- ` IO c 3 = 0 CU U- 0 > .� E a) Q — � o CU Q -0 -� U) Q Q Z Z W J 0O f` O QU N N amX V a !V O L•- Q (D O N _ -O`` C Y WV SA(y ^ ` _ am N Wf= r••+ Q-�_ Q 3 U 4 2` U a) (^D S �1— W ¢ (D O O Z3 U > LUJ W CD _� CU CL CL U C CIO O L- CL ■ t_ U) SFd-d LLt = Q Z Z Q J a SHEET NO. SH 1,0, B81L _. L >, ..... , ,,t I I L ._ _ . 1__ .: I., 1 _ 1_ �,.�,I �+--�I■d1i11. s u.��i�li J�d.i�Lii �� �I �.11irl a<. �.k. ii � LIL L .ili »„ I II�� SIX, a•WN , arW'.W ,. 4 AL. N all 1/4• MIA. WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS wwL • e-r --- NAM V,/•Y 11■II ,an ,\ �W A MIN. . t a 4/1•I Wal" I.L. �. No 11aiw 9MN FEN[ i r Oc Y� N,AWI Nye 3 AI■■.iYiitYi \, 6FxE ,/4•-,• an M ,r3 r Rm MULLION SCIEOIILE ■on40N WA MULLION fPIN (FL.) • Rt011Nm NM. TUNE NUUIOM •• (, W-r 2" . 3' . ,/e• > 4•-r TO W-e• r . 4'. I/e• ■@t • yyy " & ' AI.U. OEM PNE> RAn'° ur]�V-!06.0 !u4.r_-_7�2_0_ �!._ - ORENIFD 'SECTION E IM SCALE 3/11.1• NDTL• pMRRNUpONTOONIMM�D 111AT�'L'IS TWGNmN/7 TV on BOTTOM o OPENING, (eM[ PNn Aftes ON TOP OPL/Mp N/ 1Ue[ LOP A e0nA0 1 �-T•'Y�•�TI �-�•'Pi'i IIv' .�1 1 •; IA.. , hl h°E1"11iiii si WTI I i 1 iWA A N.- ,--- ' � iYll�lnlrmuo � BL4TALUTYIN - uTERNATIVE 3w ._...._.__ SOLLE 1/4- . 1- r�sTALLA ALLAORTM TErE zw ScI 1/r - I- BDiXS+ 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +M.5. -72.0 p.4.f. AND PANEL'S LENGTH UP TO W-8'. 2. FOR NLIW WOOD FRAME CONSTRUCTION: WOOD MEBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ■ '�n�' '�n�' 'rangy '�n� ■n� �nr CODE (Mah Veloo1W HuFAoane mu«rx � FLOOR eB01RfE1MD wuL t< FLOOR E1OIRrtYER �uEATIeeE _ uTnIUTIVE alr YISTALUTIDNs _ uTn«AtEtr� sw (sect N AT TOP a UMBTED TO +u.--B7.o WW. SCALL 1/4' . 1- A.S.D. DOW PRESSURE RATING) BrAE: 1/4• . 1' ■TAP • ri ,�k 1 r+r wr Ni IidL1'i,*i'il°ICwo FLOOR MOUNT= INSTAIlATY111 - SECt1ON AAW SOME- 1/4' - V MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE nNN n nN• •..e NdiL rA, w•. 01�i16 - ceat'e fowq N "I W- o P10 +%A. -7" r-r OR un 2 1/4' IAEOL1m I WINO a A 7 *WL -79.0 >Y-e" m r-r TN.. a 3/4' U INXI I THAN s e 7 .e1L0. -LESS >r-e' m 11'-S" Ulm, a 1/r'MWIPW 4 .43N -4L0 Ir-e OR UISS S r,2• ' K OlXl►S L 0 • ,O - BWm./ 1/4i-aW1' IS. NS . e0RN0 AN Dow 0 -am OF PO& MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.N.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (f) k �iA INSTALLATIONS INTO EXISTING CONCRETE !CONCRETE BLOCK STRUCTURES MNA ONLY FOR FWNEISCi• (bowalAmw AS PER sumns I Twnu 7. ON SURE 4 A 51 1NiMRN AS.. 0E7iCN mum Pt►•) MAMMON N+ON NWCAN FOR ED. - 3 I/'r •• APPLICNINA 10 >!N'IIOIM /P A ANY OF o HIN Mumm Pala tDINN t• (N.) iIWWM tl WI•+0■P dIR-,I INEANSL FBMj • IAIpAMiE LUG m OWMEW � ro coumm MERC [ m CONCRETE aWt 10 COMMIS W& ro CONCETE "OUXX NOICEEI 9- WA N/A N/A e• WA r NRI •' (Ny) r r N/A TVA r r r r r r , (norm) r WA WA MIA or N/A r MIA r WA 3 crw r N/A N/A N/A 4' WA A' WA T' WA a (m w .U.S. -711.0 r WA WA WA r WA 4• WA r WA 3 A 4 flop) 7'-9. OR 1tl6 an LAW 6' 6' WA WA 0' r r e' 6• r 3160tAIM) r WA WA WA r N/A 4• WA 9' WA 7 GOON 4' e• N/A WA r s' 4 A 7 "MV) WA WA ,9 lIr 4 ,n' r9 1/1' 1 I/r 6 1/4• 4 ,/4• • I/4" 0 1/4• 6 O'aP/eOITallo on man 10 A 11 FOR NNICR6 rot A NNCNO AIR WMLLMNS MID "M Wall MWIOMR IWIBAN NCNPI MNap AB TNR6m MINERINNIOE AN MUM ON INS ININVAL IN EAM L N•N rWINAM ON MIAE IIISONOUN NWHON MOM HEWN SINGING 0100 ON 9CMWAA IN IE FOUJMM RCIOE, FOR INS OPINION A m SE MUSIC, m WPM OWMFM UIP10 AACTOI ,U MN IS LESS TIKM •MOWN 4MCMI 1E10710 I= 904 ANOW "M AT AMMOAP I=& AMM TN6 _ 1/4i VIM t/41 r-. t/4S tH•. t/4'• 04K-4I 1/4i 4■e•o r. nam W400 W 3 , 3 3 3 ,n 3 'AWI■N-rn ON•PIY N 3 3 , 3 , 3 1rt Y Ar1 owK. MAN 2 , I , In 1 3 VI 1 , ,n AWL fi WON I 1 A _x - - 3, r lm Im ,m m Lowe M.L P TO I HAVEN FW ALL 1 C.C. 10 UP li4ffis 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP 70 W-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOO MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING WOOD. STRUCTURES � CI) & (1A I -,/�•I�/r/MNRe.I,4,(NAERNO•�r OC I ' N 10 a,NM 1 " f I I _ I'm "m - 'A!M■ 'O1 10111H ' ALTERNATIVE I SCALE 3/8-1--- EGLEEiYo 3/8. - O.a I WnAOR'C' SEET 1 1'a'p•E4Oa"MLtt M r-_ 1 A /1m9. � i I I i� mwc ��, No. 4Y\ 111I I�I.ND [ ''•.ynr�La/• � ^�TN�---I/i%1wINWwMEr10lAI ALTERNATIVE AW • Ieoe, tl NSA. I! A, SOME 3/6.1' CONRWM is. pow t smunut NOT 9011E 3/e-1• JNAME SHOWN MR CLAW" (VALM ONLY FOR PANELS (I)& CIA WnWATIOM A9 PER SECTIONS I THM 10. ON SHEETS 4. 6 • 61 k*AN" ALO. OE910N PRRtUIE KNTEWI (P. I.) W A M NEWS WNW I= to - 3 I/r - APPUCOW TO Aw OUM OF MM U[MTN TAP M OF TN-W CN!(_w h96l,Mi 10Nti O PM6LYgE PL06 101p SIT m WNOOTE To L'ONCOM «CON 70 WN com 10 OaKCI1ETE eLacK TO CONCRETE TO CONCRETE am To Comw To N>WNOIIYE LOCK To WNOEt[ 70 CONCRETE SLOCK To 00"01" TO WNCETE &I = 6• N/A N/A N/A 6• N/A 6• N/A r N/A N/A N/A 1 (TOP) 6• 4• N/A N/A 6• 6' 6' 6' 6' 6• N/A N/A 1 (BOTTOA) 6• N/A N/A N/A r N/A 6' N/A e' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A r N/A b' N/A 0' N/A N/A N/A 2 (BOTTOM) 56A. -72.0 6• N/A N/A N/A e' N/A 6' N/A 6• N/A N/A N/A 3 & 4 (TOP) >7'-b• TO r-r OR LOS 6• 4- N/A N/A 6• e• 6• e• e• 6" N/A N/A 3 (BOTOM) 6• III N/A N/A 6• N/A r N/A 6- N/A N/A N/A 7 (TOP) 6• 4• N/A N/A 6' e" 6• 6' 6• r N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4- 12 1/2- 6 1/4- 6 1/4- 6 1/4- 6 1/4- 6 1/4- N/A N/A 6 (TOP/BOTTOM) 60.0, -WJ N/A N/A 12 1/2- a 1/4' 1 12 1/2- 6 1/4• 6 1/4- 6 1/4- 6 1/4' 6 1/4- N/A N/A 6 (TOP/wrtow) •-8' TO 11•-r 65.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4• N/A 6 1/4- 6 1/4- 6 1/4- 6 1/4- N/A N/A 6 (TOP/BOTTOM) '-B• TO 1V-2• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4• 6 1/4' 1 1/4' L 9. 10 (TOP) A. -46.0 6' 4• N/A NIA N/A N/A N/A N/A 6" e' 6 1/4- 6 1/4' B (BOTTOM)OR 12'-4* �M 6- 4• N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4" 6 1/4' 9 (BOTTOM) OR LESS N/A N/A N/A N/A N/A N/A N/A M/A 6 1/4' 6 114' 6 1/4" 6 1/4•1 10 (BOTTOM) sa NEETE 14 11 AND /E PoAN CHOPS TYPE A VACM FOR NSCNUUM INTO OW PRI61E SLE0N0. MASON MCHOR PACM06 AND MOM" WX O MM ARE 000AM ON THIS 904=11S. FOR EO, LAW THAN NOIWm ON SMUKAE MUCE NOW Sh1C61S W1 MAIINVING PACM SHOWN ON SCHEDULE W "a FOLLOWING FACTORI FOR ONE OPMCM TO of MNWL AmNCm NN:NC ONW= ,SING FACM SnN1 NCI SE U S THAN MMNRAI SAACW NOWATED TOR INCH ANCNON TOTE Al ANCHMAS lmWIO. NBM TTGE - 1/+1 n1ww 1/r• a w-NiRr 1/4. 1/4.1 1_ 1/r• 1 1/411 •6K-N GGLNe-9n I•N. me"a vxw 3 3 3 3 a ,n , ••ww•n4Aa Ow.M N 3 3 3 3 3 3 to a►,AYR owr. Y N ] 3 3 ,n 3 ,n 4 3 ,n ARIL f0 «ft �� I AB T 0 R r 31 - uaw" %pal all LC-l11 to /a r a MIN. ►NIn LDWM tw NOTE 1) 601E T OF -L• Y III i �r oa 1 • ,h/0 ►A/1RWi Pllq e I r D.c. • 1 7/r COST 6 NWD WADER ro TOM e ESA An.. PANES LENOM (SEE NOTE 1) 3011 OF 'L WI lw r MANTA Y ot. a -Py!-iII -1��r,l '• ,I 1 ''I •,1 I �Tl4.-t,o�.DpPAOLN.MCL./NTN3M/E ,0RN7IA/•B2•\•. 14" J WOOD)• REOUMED 10 WUN OF PLATE 1$1{/'TC{4Lp0.-0N0.1IS. S�SOTINSUPMIED • N/ off= AIM AT MCIIaM OF PLAX WAS 3/e-1' SOME 3/e-t 8004 1. mrALIATIONS FOR ALTERNAtMS BW, SIN R I OR ONLY VAUD FOR BUNM10.S AWITH AS.O. DESGN LOADS UP TO 4.43.S. -48.0 P•13. AND PANEL'S LENGTH UP TO 12•-4' L FOR NEW WOOD FRAME CONVRUC K* ROOD MEMBERS TO BE SOUTHERN PINE W. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR ra1�1ATeAN OF 16FLRINN/S: TOP ! BOTTOM LIOUINTBIGS CAN BE COMBINED IN ANY WAY TO SUIT ANY PLUS ON M I � I sm A01 Q" ---'-- ' _-- lf:- M1 PANEL LENCM ,,.Y-NRr• ft,P, WILL v .KIP iAP i (Scr MMT 1) ; or l , M�tl O MIIe .11E_41C-.i __A .CI 1,LT . 1:-,. Qi s � _ Cu 0� N U Q- O '� O ca cu C O O (Li U- O .� �• I � p Q/••� y F- � .Q . _ cn a z z w J o \\� N O N pl`O QCL� M m N _ ILL d 7C) O >` (6 O (II � N Y -aa� a (n c cn _ Q O aU � � L) a)(D 0 w � � !.-0 t c a � O D c: > > a:W ON E iD cmmAl am � fOiANCHOO'ON Am ra„ NOW R" «[ 11tS OMLLtON 7r16T tt '• AL7fAWTE MTERIMTt WEST. 'ES"•'� J t ` 1/� �,/+, 2A/4. 3/4 OR 4/4 1, 2 1w/z 1' r1 s 1 d 1 8 AT � � 8 1 1 1 S AT END PA�a 8 1 ti N._• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM -\ aoo• .aNcO aoNN1ETE .. - "I,W. !.. -- t•-o 1/Y..._,._._....__...._.. snIOs o,o '/'>wErwTiooOm'01NA9u W INTO EXISTING WOOD STRUCTURES M. W ONIM CONCRETE (-__T __-... -:T .. (tx x• [AWARDcn I ! - i To NaD- 6/6' •46-F I I tmms • twn 3 NN cut q o \ 1 OVERLAP ,am,R9 I ra' (�,N,E, i f f TTT 1 a,p PNEL1 € 2 �(- W"Y iP1 TOR TO ,UNm1TIG1I _ I �NOM I ro KAeO OW - O 1 (NI» - S" • 12 Iff ESAIn I ,/4 i Na R TNIIFROR vANEL oD PANEL H Fw I I FOR I I w ~ \ /WpWIE I •1.1' IMOK -9 se1LolAt /t 1RTMIKE 6+ 3 Mn. ANCHOR Mu. ANCHOR „ '�; ) r I , • :Ir 9T t at we 11.cu 1" ttl q� : �2 , ESACIII ®� ! _a -I FOR NOu F011 Nw. �r -� Q aR 8 /• _ 4 fC1 �1A9 I N fp1�m11Lt '4 'NIt9,OR PAIR QID PANEL (6Q o[f 2h0 j. 1 1�� _ ... OR OIOECI MOUNT SANOW __ _.a AC6Ic _...___. r SPAcew_r mt°ACM°�` I - ! I N I2NDe AN" DETAIL 1 WALL MOUNTING INSTALLATION PPUCABLE TO SCHEDULE t) DETAIL 2 FLnOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 O ! atRs ,. 7/9�r,a/ar 4UOINNO[ IaWTNN SOLUD 3//r - I• IGLU 3/Ir . I• .WINO WIR • (,,p1r L� SAID • 19 1/2' OA N NM'w 1/ MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING I ALTERNATIVE 1 ALTERNATIVE 2 aaWTLRi'/" MAXIMUM A.S.D. DESIGN PRESSURE RATING [e.s.f.) AND (R.lAL) , 41„« W,rWMpE'tAE I i A 3/")CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULEAT g FORMAXWUM PANEL LENGTH 'L' }jEDULE "/'"pa. m • 2 I aa. ttOOWI1m I ', ! ! r r•4NNN•Ar• r m sEC710,1E t ! 9 .Trn FOR Nr i� .. slaw PANEL ,/++) I /4, 2/4, 21yA 3/4 at 4/4 ! 1, 2 ! Yw/15 1. ! 1W/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES sIIIIEM oN sNLEr + „_ cn / I I IR MUM 9a wsau .-) ON In 9NE7L'vOPANR I.... SCHEDULE I I, (M wt ImiL+ ueuNF mdnn,ONs tap • RmiOM W/ F-n . 3 t/:• • NN'■"r,Mp � p� r � I• I �1 / I I AREA W/MO LSE SAM PILLS _ LocAT N, of LIFE (9R NOTE 19EWW) - st NOW11i0" I c•NL --- "----.. 1.•. aEouAR FwNtLs N/ oR ----- - - - SAFETY PANEL --F NASA. VP"DommM tl VCOMPETEP-" au-M PNEMAA PBNNE • FNENMR PUG 6�or0KA' 1 IIAIOMY A1LL �"' -� r-r 3 3/4• N.14aTE m WOE I r tar._ L" - 6ELOMO ' • I/O'I MNEL E(� met INSTALLED AS PR9sm To W,&,t 10 WAIGITTER TO WN o 70 To 10 NOTWNMMTNM mom V (A.) I __ to (Wu'NE'n'4L+NmuNA"'0N .• // /r, i:�.i//%./.. / �• /!/'iNR sMEtr fI1E1IW ►METE OPEMNO SHALL %% 3tbrjWIyFfrO,1._M r. eL= t20Cr MOCK or THEN SEE OW n IN NpNWi MC a 2MCW Poll MWUTCNO DM ,bOD F2w9 MaOw. ITT OFTION ALMN9 B PRONem w IE/A 1HICL7 TINYIY AIICICR snACN444 NWI NWIIRAN m6[ ONMNIOE ARE IWI10.vm ON ilq OL7EONL PaR I i W / frELT 1.1 1'OUIRm WNCRRI[� I ro FAC{FINE INSM S NAENgm 6• N/A N/A N/A 6• N/A r N/A 6' NIA i • 2 (Mn E.D. Coe TWA OWAM ON SOWDN[ man AMI s1M " eY WLlIft"a lACmO INS pn1. Rf01ARm m e< MnLlm OR REMOIm HITCH MW« •-t••-I 35.0. -72.0 y 7• 9' 9' 9. r r 9• 1. 9• 1 (SOTMM) r-0' OR LESS NMKN ON SCHEDULE w M roumm FACMAL MR NR apolarl K l0 $1 POMKL CONCRETE ANCIIONS OF STRUCTURE. NEXIM SPACING OGWM UNO FACTOR OVAL Na R LE66 THAN MMMM WNW $Nar ,4) �'^ ELEYA I,ON e' N/A N/A MI e• N/A 6• WA e' N/A 1 ! 2 (TOP) 0010lu /al VCH AMOCO Mt At ANCHM LOW& ! I ( ' . I I �U�r, ', it .00MONPun00 WHO" O WAIL MO SOLE 3/32•-t' 0' 6' r r 9- 7 1/24S&O -72.0• 9• 9• 9• 9• 1 (60T►0M) 144N t/41 1 +'r WMI MOUNTING INSTALLATION16YO OWE _.__._ _ +1I ®®all 1 • P /. r N/A N/A N/A 6- N/A 6- A(/A 6• N/A 1 O 2 (TOP) rPLaN P„Fe11►ii a"-" SECTION t SCALE: 3/6 . 1' v.09« Z SOLE: 3/5' - I' r tp M. OM , 4 K•'.-f +66.0 -02A 7•-S• TO r-S' f w 1 9' 4' Y e• 9• 6• 9• e• e• 9• 1 (80iTOM) M. rea ror 3 , a 3 9 rrt '•j 1, L... NOTES oN LSE 4APE7Y StORLN PAltl sYs1E1N 1MSIALLAi1O4 : •wlWN 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PILL (F810T OR LAST PANf.1J ( - -- uN■M 4I■ N , a 3 1n a In • • `;4 �•" , � $ F..L AN mraIOR PILL uM* PANES IN BEnN1IN END )' NPEA ,BNNE LAaWo» Avla («6t Raw. `' ALTERNATIVE 3 ALTERNATIVE 4 U CU OR AS N(pp r1�AgK ESL st"a,. r/A L40 SONAR • r OC. W/ I , LSE SVIW PANELS WAY OR WY NOT BE INSIALIEO ADIACEM TO REOUTAR PANE1.9 SR NOR t) AF 00 PANELS. SEGn•Mf t YA70WM PANEL 3 T s S2 - _ Ma NMAOm ►BRIMOtlM an 6� YS Kmt 1) MONmK Asa I pRN r Nr M. RCN Ar aI MNW aWl N aNR • r r Pea, AF of ANW APP TO ----- �--_...... _. __._..-. .. .. _ __. _ .__ __.. ...--- '/+1a+•/9' Low IRAN MNw �W�cu (W/ OR W/o ROD" TRAGKs.) - _ �m .; ,i ti m FAMn,EIL FINALE b ELM ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS 2. tlrc sAFErr PANEL CONSISTS OF 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B ouNN------= ._ ___ PER COMIPOae]II SHEET a Of 0101NRD. Rip SOLE 3/32"-1' P'WNIK - COYBINA Loom v (R.) -- - -- ------- -1 m - _ ,_�, . ,m FwwNTE PUN e r YA N , I/r KY, S&M I• TNIIOOm PacPRW10N m WOW >A/e' - W INB PANEL ITSE F TES BE RUAOEO OR INSTAUM FROM THE INSIDE ELF aJ. « TMa A' TIW NNE , .WRaN NMOWI OW a>MWM Apt OINn L STRUCTURE. Y•'.;........ t H1tHT 452.8 -61A Y + 1 x• + t 2• : 7•-6. OR LESS WALL MOUNTING INSTALLATION TI 3. LIFE GAFFES REQUMIES TOP TIRACK ro st coMPONE'Nrm• 6o1TOM TRACK ro p, TI +82J -66A 3' 3• +• A' 2 (BOTTOM) Y-6. OR LEss `;:'vCENfLwl✓ sE Ab PER 6NLFr x of n•S ORAweNc. �i/i ALTERNATIVE 1 W W CONMONIXN�V BE METALLED WlAll ON FLOOR MOUNTED FOILORING SECTIONS 1 A :� •`'�'•.EII.S�e +55.0 -72.0 2 1/2• 2 ,/2` 4• 3 P. 2 (BOTTOM) 7'-6' OR LESS Np, 44t87 EOMc t' 3�?'• JCENSF '••` x ON taN6 AS WELL AtL ORALS 1 A 2 ON SHEET 14. V- `.0 A Min. LENGTH FOR COMPONENT t5 1S'. FLWDA BUILD00 CODE Vol HIM cons Zone +55.0 -M.0 2 1/z` 2 1/2' N/A WA 2 (BOTTOM) 7'-6' To 6'-r * • pop nTeLro, Nt Mow ANCHOR EMCRNO FOR C ®ANCHDRAOE AT BOTTOM a GMEtI ON �• ,MNno Zone) I nTmll rre FP. t FLORIDA BINIDBW CODE h VNo01 NMrrlaenerione rm3o TET as FLORIDA BUILDING CODE NI Velocity NMrrlwne V.P.466,E -72.0 N/A M/A 3• 3' 2 (BOTTOM) Q SCHEDULE, A L SHEET 14. * 1k a 10 OAOE CAIVAM2ED STEEL STORM PANEL OWN W. 22 . FtOAIOT ,; ° 2O OAK OALWAMIID STEEL STORY PANEL �„ W„ � * : T ng 20 OAOE OAUTANE�O STEEL STORY PANEL � M, Z COMPONENT MAY 6t PERMANENT OR REMOVABLE. 4r/9a/a1N SS• • WryE/Ie6, I. 4INALL47" AK OILY vILWI FW $INM= WITH ALO. COMIN UMIX Pro S 47/M/MN _ PROTECTION PRODUCTS. LAC. Oat: --- PROTECTION PRODUCTS, LLC. Om, 4Ss.L -7a.a AN AIN FwLlh LtMOM u ro r-r. 's�p ••.,!h. aT0 _ PROTECTION PRODUCTS, U.C. aor: 6. SEE OETALS FOR MOALLA11ON INTO WOOD FRAME BURLDRFOS ON SHEET ts. •Y••.. Da IL ECO 1«C. - IL E C O INC. :FOES NE1r NOW F.NL oOwIRNTor WOW fAUSM ro rt San,Ee1 S E I L E C O Inc. 44,6 LN 9, swou Z A SEE SHEET 4 FOR DEAL APPLICABLE 10 THE NECESSITY MR THE INSTALLATION OF 3�S • ' O'A' A. 37N. 20-176 SPACERS AT TRACKS INSTALLED A0.NCENT AND RYONO TO STUCCO/WOOO BARES. INNS N �`' ! .:•" w ." ` w41••-1s.9. Fla Lw•11M-Nn Nm-+Iw''. A. , R.R ■N-w. Lw419e9-1w Rw aegw•43q _ . _ �• ,•/ �� MN a R r NCR. "LTA. ti �"• 2D-/7B PNL Me. L W/ 2Fear,c OOLIIY a O.M OR IFMNL. .y, SI A` u. AM. N, ,,, ,M„ Aq NIOC p4ry� ry, ,m'••o19QLr-m9r 20-176 T ^" •^ O1NrW■ N. d-OWSI,P Nw. 4w p11a0 Mr. Nrq„ T A,.•+1fMA MItA-0O1117n �W PENO UN, PL OFN/lRMNA[/00[ NWL A 7-""FWNiN'r., I.L •EST u Y m PL =N./9ONtl11lE/W[ ■LOCI A TWIT M. IA. - wWE7 N was PE. 1fN/sAONNAE/MTE A nlR A It r Rm 14 arm J SHEET N0. SH 1,1 min•, � . ' '-'------------ ----AK31O6 (SEE SECTIONS ON SHEETS 17. is. it a r MAX. 7A/17, 0/17. 6A/Ha 31/17. 46117. WAS, 3- 1• MIN. �Mw/nl. 7Aw/1a k WNIW �We/Ilk law/Ie a SwfE I. f-� - �'gx= -Nr, of w _ . T �_ _ r�+ T4PANEL LOOM LL"'._l ! I�-I,_ Il (SERE T I ✓.I.. i 1 ` 4 �- _� -I I I -� - e I I , � `1 _ PNYa IOTeTall� _. .. �-•_4-. _ _ I � � !i!� -HAMS MA a lWT k RHIR Awe, `M) p•-a$W/lia.�Aw%+ANCHORS /20 aecTaNa 17. IS. , SatwMV/11 t+a0.Nl/a0 - 3•.. I OPTION #2 FOR LIFE SAFErY STORM PANELCL ELEVATION SCALE 3/ir-1- 1/r MA. w SECTION A -A Soma spr-1. 73:11 IT ill ► / . . _ kit joico•eEoil, .. _L L • r 1 MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 a' -a' 2 3/4• UNBOLTED INSTALLATION DETAIL FOR OPTION #2 FOR LIFE SAFETY STORM PANE, SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES BRCS WOON ANC1. t�Y• G SON JI :: CCM moon P�WIl�EO1pC�ONDRET[, i POIAIEO0. GOMCEIi PaJRED CONGIEtitI + man" RDCk "REOIANba f 1 ` KDp( {wwD J eL«7K RVOLAROD ' e1.ceN KawimOR Ile 0 M }Aryiryi i .I.E �'% . I�I I \7/a'P . 3/32 WIND MR - ,-EASIiA a 12 t/2• D.C. I~ ANCHOR$ 4 1/r D.C. DRAOEAED W/ STD) i � • ` cal. 7 3/u• WIND I w� (BEYOND) ' lu_ ._1 r tA'CON ANLHLDAB �._-..� "CONCRER BLOCK BE lk n1AiLAM SCALE 3/e•-l' EEC *WR, to A FORANIHeeS a �m fmuwpm _t/rr 2R, III u IABT/IlA1101M aRo Y000 w W AI,WWR NAM W+ /RITE WLOwe IINIRIM INOOA 90" Am NINANN mSt AN THA ON iMM ♦M Wro OWNWW /Rd uM R Um S00661RL FOR C.O. tfK MAN aeOA7[D ON IIGNIAL IIEDIKt A111:I1011 9PVue a MNLIrL" W MAN *am am SOMALI I#1e.N 4rI10rM SINA 3 A1wal Y pu ImmumRIa1011 IA M POLLO" Rem Pall TNe ~014 TO E MO" A11SU= --__._.�.._.1..!Lr ..._.__.... •M PROM OrNAEe ~ wow SIMLL MOT E un IN" MAMMA MRrAIG IIOICATCa FOAL EACH MOM TWINE ON THIS Smmu 4 1/r r - ,m _._. - r 1 - - I~ ANCHORS O.C. f.0.0 j E.0.4 i I r ' 7 N.S. w/ ,,/2• ,• L. ,t7(4•s-2O. I r -I' '•..7/eYd/32• WOW MR WASHM e 12 I/r O.C. j . I I I 1. --- 4• NAP QCAoom I L-._ t s' 7AN,CaHI e 4 I/r O.C. �___POUAVD CONCRETE -F.OURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK NMI MOLIUMNKOLIO REQUIRED NEL6I�1i tl L SCALE 3/r.,` SCARE 3/6'.1• 4Y5, M.S. W/ WIND NUT WASHER INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONsREJE OR CONCRETE BLOCK STRUCTURES 41 TMCON 910"m _ _�[.' Toc" 44NM O r MC. j` f 6' O.C.RETE 1I 1M. w�IOA�IYW�P1�1,011 I- wAOM% I ,1M ,w I I 1 I I I � I i i //14-IrW PANEUN7C PLUS W/ .. -7/S.0. 3/32' WIND NUT WASIM ' e6 1/r �...: 0.4 ROOF KOVAM WALL MDu jA- -ATM mAut 3/0•.1' on ow ,e k 2a rOA TYPE k � ITN[ ._yTp, . INTO W SFRCNO MR WNBTAlLA7IaM6 GW WOOD ,R A1IWY 1I11aWe N 7 7 IIIWE BIIECe10. MYAYUMA'AICIWR IMCNNe /Ie YINYW IDE OBTAHKE AE MWxAOm OM 11/ -44INWMNQ awM. ea 3 A A 3 1/1 SOCK" =OR CO. LW TMN IN01a0E6 TIN SO®UIE AmUCt AHITAIOR S►AOMB a IKAre'LVM SMCAe Sm" ON SCHICK" /A how oewr 4AIA W A K 0L tE own* am BY THE FOLLOWING FACT W FOR 114111 OPBP,ON TO E POSSBIC AFDUOa ........_._-�._-____.._. lanCTHI S$CHO D E Im THIN I N TYPE 1T711 EACH AMIOR TY1,< an 71Wa 8CIlOIAt .. _........__ r. .. _... _..._ 1m _._..-...... 1m I �• y I , I I NR 4YMMWM ro ; .Qj _r s MAP - - =e,• r ( ! r r C.D.• / 1 i ' � '• Ir,o'4 NYwDAAre Plus w/ .'.`-"�/e'i .)3/sr WIND Nur wAselDl .- REQUIRED Roca II ATM SCALE 3/3--1- -6-0 aD U) O 0 O U -� C O 0 C .� O U -C7 - 0- N -p tu U O Chi -0 •L C 0 a. O O LL cu E O cu O c 2 INSTALLATION DETAILS FOR OPTION *2 FOR LIFE SAFETY STORM PANEL SYSTEM PAwaL simm INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES- 1. E STORM PANEL SHOWN ON THIS PRODUCT EVALBE UATION DOCUMENT (P.E.D.) HAS EN VERIFIED FORCO AUAIICE IN B.1) MINIMUM EMBEDMENT OF TAPCOI ANOORS AND PANELMATE FELINE ID a PAHEINATE PLUB INTO ACCORDANCE CONCRETE WITH THE N20 (7th EDMON) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4. _ I� �. ... ,rr _ ITT 7-" 7 � t...._ �\ � , �, ( DESIGN WINO lDAD6 frMALL K DETERENED AS PER SECTION ,ego or THE AB(WE MEINTMOED CODE. B.2) NAIINMtIM EMBlDMEIR of 1/4•I % 7/e' CALK-w ANCHORS SNINL K 6 7/a" INt0 coNCRE7[. �.. '•, 1 .,;.!' � `� FOR A waD SPEED AS REOUIREp DV TARE JIlR60OTION "NOSE THESE SHUTTERS w" BE INSTALLED AND NO EMBEDMENT INTO ANY WASH MATERIAL SHALL K PERMITTED. �x MIOOO��NENR'A` - . IMOWELIDAOFR y� 9 -' I�DO_C KIOOL�+.� ` �: ` I1 FOR A otlICCTIONAUIY FACTOR Kd-O.e5, UselG ASCE 7-1e AND 9WLLl NOT EXCEED THE LIAKIMUM (ALSO.) 1/4• 0-20 s- sEIEIWM/t BOLTS L9fV ]H4L K LONG EMgUGH(s110ULD ANY FINISH 1NIERIN. [LOST) ro +eu+.qu - DESIGN PRESSURE RATBAS IFOIGO® ON BITTERS 2- It 26. ! 4'0 TIPCON • r 0.4 , 1'0 TIPCOI • 6. 0.G. ENGAGE 3/4' IIIIO IWCI10115. 4HN 7APCON • r ae. , 4'4 tAeON • r ac. ,/.-0 iAPcoN e r D.C. I .•. TArooN e r ac. ', , , ,/z Mw. THRFaoED � v��t ,/2 MNL Tl6LFAroED w aRoul ro VERIFY THE neovE coNmgFl, ULTIMATE DESIGN wlaD LOADS DETERMINED PER AacE 7-16 I , ' MIN. TMDIOED I W 1 , MI11. THWACICp / _ ..__,� 1 1 1SIL 1NRGDEO P WON Ai WOOD , ` ` PELIETM1tON AT 6000 SHALL K FOIST RCDUOM TO A.S.D. DESCH WIND LOADS; BY LwLTIPL.YNC THEM Bf 0.4 IN ORDER TO 1.3) w CASE THAT PRECAST SIONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL. A7 WOOD AT WOOD 7 AT WOOD AT WOOD II10[R ,, j MIf10(R / READeA '` HA /! HEADER Ij •` / INUOEfN TO COMPARE THESE w/ HAUL. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SLEETS 2a a 26. ANpgRS SMALL E LONG DdOUGH TO REACH TE MOON SIRUCIIJRE KW40 SUCH PANELS. ANCIOWWE' SHELL BE AS MENTIONED w 6.1) NO w 6.2). (,T/ �I j °l/ ! `y y f ly` .� IN DOM TO VERIFY THAT CWWONENTS AND ANCHORS ON THIS P.E.O. M TEEM WERE NOT OVER STMSSFb� A 3M INCREASE 1/2• ,/.- y1 +/7-• �/ 1 j 1/♦' / ,/♦• ARE STRESS FOR WINO tA1D4 WAS USED IN THEIR ANALYSIS. ►AISSfEWERS SPACING TO WOOD HAS afttl i DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL E •-TILLED FOLLOWING ALL OF THE RECOMMVMTOIS AND SPECIFICATIONS OF THE ANCHOR'S .r.1Orn- _.. _-_ _ _ . ___ _.. _ MNIUMCHRIER. WOOD READER / 2 + WOOD HEADER I'I, / 2 �' i STORM PANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF ® �y 1 I i I LL! TA4-202 AND TAs-aos. IS TO ATTACHED PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTAp&'0 7D CONCRCIE. R.00NL l�V L �"'1 L91D 1 M� Eon _ 1 ` i - - '. I Mr. I QDNT THE ABOVE MENTIONED CODE AS PER FENESTMTKw TESTING LABORATORY. INC. REPORT 12032. AS PROTOCO S TAS-201. I1 0 SMALL E THE RESPONSSEJTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE sLAAREN Er /� T. THIS SYSTEM HIAS LEEII OESONED TO K INSTALLED ON THE OUTSIDE OF' TINE OPDMNO AXO$SID TIRE OPENING Fi40A1 THE •4-• O -(D T..Y ' i ` -® ; IINSIDED iHErow510E E Of AC LADDER OR LIFT. THIS APPLICATION IS VAUD WHEN INSTALLATION 6 DREADED TO K PERFORMED 12. THE INSTALLATION CONTRACTOR 6 TO SEK/GMILK ALL SMlII7ER COMPONENT EDGES NAaGaf RERAN w Ccorr"J0U5 '� (O AW. s7wN1WK ({ c1INTA1¢ MIN wNwwN ; I Lw.. eDWRMIa I CONTACT OLEITA MIN THE I UILDR D TO PREVENT WIND/RNN INTRUSION. C NM AND SEAL DOMER TRACIM ALL AROUND FULLDUST" !� "V Mr.. CAW (� pOL404mm t' yr. WIfS ,O � I m a m I 3. SEINES t000 INBTAWL/gN IS APPLICABLE TO SINOLE AND DOABLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO E MV (E[ NOTE 1 GTH a w1RT 1q _ '.- - nN.1. N OAff •ryW Y ._ ! ( NOII ElOM) _Owx � __...: _I'11W,_ l NOTE I BELOW) TO 4W3 i I 1' MIN. OlA6S OQ SOIm1AM I I 1- PEHFORMED FROM THE INSIDE Of STRUCTURE 13. STORM IONFl. ROVI E D BY SHALL COMPLY WffN SPECS INDICATED w D T ORAR7ND PLUS ANY BUILDING AND ZONING W �,/ I 1/4Y- 1 _- r wYt M ! ; I/ay-20.L '� I Obi, wSCHINUIS4T q, I (SEW MOTE 1 eROw) t 4•P-2D.1• -. �_'�1,!___ I `, (SEE N01i REGULATIONS PROVIDED O S. - Z WHERE STORM PA E APPLIED T0. Dayw Value INK IOVAV M I 1 PANEL 1E1161N PROM LENGTH W. �M / .. _- ____... W-. 4. SERIES 2000 INSTALLATION 6 MPLCABLE TO SINGLE *0 DOUBLE HUNC AND HORQONTAL SUDERS STYLE WINDOWS WHIN LL .49 0.IL55 So�A I I I SS TLC w - ....(MEINDIE' 1 EL i r .-....._ �. O�lIA81sn% ' I PANEL I H 5•B. M.S. w% OK Waet Iq I .. __.. P I ��) IISMUATION 6 REgtRIED TO E PERFORMED FROM THE wSWE Of STRUCTURE ta. ATOM WINDOWS AND DOORS. INC. E - Z HAND SYORM PANEL SYSTEM" IS PNIOIF P01MID. = O ON SNIET Iq 28]L_. y )/rP S. ALL ALUWNLAA EXRKJSIO O TO E /063-T6 ALLOY Mq TEMPER. (UNLESS 07} OWN NOTED) ITS. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS E#"MA 6 CENEAIC AD DOES NOT PRONDE 4H�3/32' INFORMATION FOR A SITE SPECIFIC PROJECT, I.T. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. ..._- n .. _. __.- ____ •"� - 111 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HALVE 3105-Hy4 KIM, _..-. - __ r:.'�:"_- 8• (b) CONTRACTOR TO E RESPOIISKE FOR THE 9il✓ PURCHASE AND NLSTN.IA710N ODLUONAG LRE SAFETY OF f 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALTY STEEL. AMU A-653 CPADE 50 LINE.• GALVANIZED STEEL THIS PRODUCT' BASED ON THIS P.E.D. PROVDED HE DOES NOT WAATE FROM THE CONDITIONS DETAILED ON N Y CORONATION W/F7- 6e.e 10 WIVI ROLLED). TINS DOCUMENT CONSTRUCTION SAFETY AT SITE 6'ME CONTRACTOR$ RESPONSIBILITY. rlaGom -- I ^' .." L I W IMOWTHDON AT ._ ,_,'AY.-- -- '.-- i .._, S. ALL. SCREWS ro E STAINLESS STEEL 304 OR 31e Alai SERFS OR CORROSION RESISTANT COALED CARBON STEEL AS PER DIN (o) THIS PRODUCT EVALUATION tlOCUMENG WILL E CONSIDERED INVALD i MOOFIED. -• ( I{ I IeU11gM OF 5001e W/ 50 Kd YIELD STISDA TN AND W W TENSILE STRENOTH k SMALL COMPLY W/ FLORIDA SI ADMG CODE SECTION 24,1.3.3.E (d) SITE ai'ECR1C PROJECTS SNAIL E PREPARED BY A FLORIDA, REGISTERED eNaeLER a AAC/0'TEC1` WHICH WILL _� 1 6'• -I _+� ...-1 I 6. ! I (� i /''� B. BOLTS TO BE ASTM A-307 CIIIYAWZED SREi, OR ANSI 304 SERIES STAINLESS STEEL. WITH 36 Ari Y6CWUTA YIELD STRENGTH. UK OF THE P.ED. DOWER of ACTINIC AS A DELEGATED ENGINEER TO THE PLO. DOWER, SHALL BECOME THE DOIIIEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL E RM-049RE FOR THE PROPER /•� - i "'`•J% i V.Y I RECORD. •N 10. ANCHORS TO *Nl SHALL BE AS FOLLOWS: SUBMR TO SPECIFIC THIS LATTER THE SITE DRAWOOS FOR RIVY" (n y,,, < (A) TO DUSTING FOAM CONCK(L, I I (a) THIS REf.ORPDEDIISHIALL SW MTPREPN1®TE GATE AND oR101W. SEAL AND SdONATWIE OF THE PROFE3410NLL. ENOPEDP OF ' \ 1/a1h2W 4•S.S M.S.W/ ` .Y '1 4Y- • ' i ' - 1/4Y TAPC011 ANCHORS AS MANUFACTURED BY LT.W. RRLDEK. RTC. MIN. f•v31/2 "A.) IT. U II 1 I -camr . �^m , 4• . % 7 - CALX-IN ANCHORS. AS MAMlFACTUREO BY OEIYALT INC.R C. (MIN. t "3000 P.0.1.) .>� r 3T' WOO • 12 1 ' D.C. t / , ,, 6' L le. STORM PALL MANUFACTWER'S U1LEL SNIN.L E LOCATED ON A READILY VENIRE LOCATION AT STORM PANEL IN �1 .I i2W811ER WPM NUT WAMEIt (ETTND) MS w i a�(a S�- I j - /,1-10 PANELMATE P[AALL ID A PANELLAre PLUS ANCHORS. AS MANUFACTURED BY FLCO LdN817NXITON PRODUCTS. U 1 4 • t1 10.G I I II I`). �I wfaEA (ETOND) • t. \ V ! 'H 4-. I i t 1 Y �/rR0/3E WINO TWIT \ I _.-__�...._.._. ._.� '[ i (Fe..3370 P.A.i.) ACCORDANCE WITH SECTION 1T06.6.3 OF FLORIDA BUILDING CODE SMALL E PLACED FOR EVERY OPENING, a �/ pTOCOM wAa iE1t Ni iz w4erc rGAR `-i..._.-1 LABELING ro COMPLY w1M sEcnoN , 708.8.2 at THE FLORIDA, eu Ill •: 1 111 I, }1 '----„_, f Y iAPCM e • ;L �: i S j A G ROHw% sRIDi,4 1. 1 1 I I D►1►LATEDON AT i$DWOM e _ 1. "L �i._ �..! 1 a ..GLETf. 4_ 1' y I I i ' • / / a 2 WOW i 'I IM I �, I 71/W SI41E11• 3r 1010 H� A') FEMALE l0 At %7E DABCDMENT OF p LION ANCHORS INTO POUTING CONCRETE GIRDLE K 1 3/4• Ni0 r FOR PANEWATE 3 .> , ` W T,BI�e•/D/pRErOMIN. TAIAOCD !! w�, ,/j 1/L TaWAO[D (� 11oYOM _._CL 1 In l_ N'6NETIi2inl AT MIDWOTI I I �I( I I,- I I �{ ' A2) MOMUM EMBEDMENT OF 1/4.0 K 7/6- CAL( -IN ANCHORS SHALL E 6 7/r INTO CONCRETE. NO EMBEDMENT INTOOF KATE Or PLA711 �+.� WOOD PLATE ._.. 2'A� 1TOm PMre -! I I ram PLAT[ , )„$.•' WOOD RATE 014-10 PANEUMR�._. i'_ I '; P114-10 PALLAICIf y �. , ANY FFKLM MATERIAL SMALL E PERMITTED. 1L.- _... IIF.OLNKO W6 t//a o.c. W , i e B 1/4• o.C. w , 7 '' I t _RrouMEo AW IAWD t1iREADED 7,ON MIL THNIFMED tan I I, iRD/40 PS SIDEWALK BOLTS USED SNAIL E LINO EAIOUON(SHIOULO ANY FINISH MATERIAL Exlsr) ro ENGAGE 3/4" O FAW AT MI )WON OF PLATE : _.._!*1. �.. I AT 111DINCM OF PLANE I . { O SCALE 3/r-i• As) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS E FOUND ON THE EXISTING WAR. OR �••'•'•�T• ,�- C U I SCM.E 3/a•-1- MM1t BE OR. RD S A) /OIOLIN A2EN000H TO REACH THE WHIN STRUCT MK KMUD SUo1 PANELS. ALOW" SNALI "� 'vCEN;.•• a _m L TIT SCALE 3/6*-1* STALE s/e -+' A R T)t(/T �p R• TI(�t6 LIFE SAFETY PMEL No. 44187 Ls Lp W �..•• ••• ✓ (B) TO DMW C+>Av'K'TE BLINK R1SI.' i ' GEN CEN SfAlE3/L•-t• * * ?*_ tLOIIOiI �; Z StxE 3/6•-1' P,,V•• �i Ltf FLORIDA BUIEl11ND CODE NI Velectf NurADOn6 Zone S FLORIDA BUILDING CODE 10h Voloo NurTlaono Zon. 1. aatALLATCNs ARE ONLY WALe A M eALOWN WITH AS.a OEM t0A0S •�/� • J F'LOMOA BUILDING COOS HI h Ye NMNTtaan@ Zone - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. euR. m INC. ' UP ro +6e4 -ttA P6= AND PANELS 1ENGIN UP O B' e . ; mIN0 Tama We I.P. 31�F$ 44187 : real "Cum wa rr. - I/4' I x 7/e cALx-IN ANCHORS, As IWANUFAC11RE0 BY DEY11 LT NC. (Fm.1S00 P.•.L) n ♦SINS RIeNW. WW F.P. ND• : �r 20 BAN GALVANIZED STEEL STORM PANEL NO 20 oAOE GALVANZED s1EE1 srDRY PANEL O •. ANION B! - t - " C 20 GAGE BALVAI�ED STEEL STORY PANEL L FOIL MI[W WOOD IIMAE mNAITIRICf10N: WOOD I,64BER5 ro E sO1I1MolN +e1'' 1. INBTALNTONS ARE ONLY WAIN FOR BU4DwaS WTH AS.D. DEMON LOADS - * _ �_'`-y, � 4 10 PAN'M-20 P.O.L) D AND PANELIMIF PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRICTION :: WMwI en PINE NO. L W/ SPECIFIC OOMfIY OF O.aS M REGIME. 4N :• o/M/3INe UP ro +aa.a. -72.0 PSF AND PANELS LENOM UP TO V-S'. ¢"k : a�/eyy10 PRODUCTS (rm-2071 p...L) %� 8T .__ PROTECTION PRODUCTS. LLC. Q ATE _ _ __.__ Mom PROTECTION PRODUCTS. LAC. aMr h PROTECTION PRODIlC1S 11C. .'�L••.• Ay IL E C O IMo. ' L FOR NEW WOOD FRAME CONSFIN CtIft WOW MEMBERS TO E SOUTHERN y•'. IL C O LNe. NOp Cw of snlm Y L L E C O IMe. L ` 'may,, OF FL \ :' - ar �'� PINE NO. 2. W/ SPECIFIC DEHSIfY or 0.55 OR EQUAL {�R.�{.l' OR10: WML a iD14 _ •_u Kw w.I. MA AIaL nwNR, owirA-TOM. Mac LrLTRr.on 20-176 "4•.cS.c ••••••4. �....- .. wr-.-R.Aww FMaE, ML)re•Tsa. nWE MQRw-eTe+ 20-176 �N` lw -p'-- - --- _ - RLDML LwIWR-FINE naN: m.MM-eYn 20-176 6,'IL L 6i 161 all ■.► 6i... T ASAW (TOTAL.--- -._... (EFFEDIK wOM)._-.._...� 1.350' - I. - - 1.3 0.n -00 2,000. I M. `•, %OIA A_S6y T• A OAo-wSO�MwfwlM DUAL Al �Ae MB Q STOR11 PANEL i� PANEL'S 0N0 W w/ HEMMED EUM `. } P-&w 1 rM -_'' ISOMETRIC VIEW DETAIL A 2.000' ROUNDED CORNER a ENDS OF PANEL'S END UP W/ HEMMED EDGE. t26' TEO• (N.T.S) O '4 -1 F--.125• r fl 2S n N L-3• Max. O A3 213W(Mgx.) ALLIU. ANGLE 750• abs• RrP.) It, LONG SOLI-T5 Alum. ALLOY i .o7a' 3.-00 Tyr. 2]N j .2a0 ...._. `A Ads• � 9a RMRSEO "h' TRACK .7m !, l . Air I I CAI ].Rao• f II M (TYP•) O MIr4VW ER 6061-TL Alum. ALLOY (1) REYER= WUw TRACK 2.000• I t _ �.,2a• © rx3"(Mcm.) ALUM_ ANGLE J•/24 bye(l4M "m 2 OVA" w/ on lyb uw Am 3 @BOW) =y 3 1'/24 4'/24 oII NaET2 TILE NINE 2 H1aa q 3• 2'/24 ► 1'/24 ► L EACH h". T/KX r I' MA. T.aNNHE,Y III,TA,aAs r Ilrr. 01 (AeE solmw am wor 2s) ,• w ` t °NE its a�NOW a e ri,� i• AT ,♦.,' BAi bTw no OF� Va' + _....__..T. +/2' 7 (MAID nNIaJ T._r. 11MEwal, IWEU (IN1BeM ++VIa) 1eI+eAOR FARM EwD RLNEL)�i N1011 L A 4 ea0w I M L a ElW I ♦ 4 t 1 1 I 1• W "` - --.......... i .... _ 40 2 % -j f • •i 2. SEC NOTE . ELAN.... ,•: %CKN+u N9[ WPM ANCHORS,r 17•- ttLP'^..+A mH Mr. I ,' Wn. ,• MIT• AT OR P T/2' iM•' ^ "`• SNELH 24 NOR 3 ,1'1w O,®W/ OR W/00.® INTERIOR NAMES ie. YYJJ • _,v s MIFF PANEL TO E wSYALIFD AT FJR7N LAST P+WO. ® .O E Mi�AV AT GCN t1VMLG ALWAYS E PROA0 W� TYPICAL ELEVATION FOR 1 2mOPDWIO &W.L KMri E PIIONOCO w// EM HWOEE TO FAGE/MII AMMUAl10N RUR IV11OlE 10 fACARAE N3TALLAl10N i NNICIOED TO E MBTAt1ID FROM E-2 HANG STQ$M PANEL SYSTEM i rItEMDED ro E AMrALLAo FIpM - New OF STRUCTIAE SING[ M 9TNILC7IME a i ,_ M9ECvw. , 1/4' V- ,HIP 1/4' ow. GAP 1/4• M.. GIP 1/4' Y NO.IW I x_7 7 \ 7 '77 7 N,7-7777 7 -it - -- T a®yDA Wro®•® T SECTION B-B YLr SECTION A -A PAMn`0�11ON BOWS VW - ," (1). aFFeNfI1t1I, K 4EWMX faro: E - 2 /LAND STORY PANEL SYSTEM CONSISTING OF PANEL NOTES • SDK AT BOTTOM W/ P PraLYATE PLUS OR I LONO (1), 11EF11N010(1 OF SERIES 2000; E - 2 HALO STORM SYSTEM CONSNSIINC E PALL + MOT Cent TRACED TOP BOTTOM. PANELMAIES OR, ? 16ED Y w' a LONG (2) G SU W MEANS (2). END PANELS SHALL ALWAYS KLyAT C7Fp TO E10$Tp1C 9RL WALL BY MEANS OF PAN" (Y). (rS iAE�1 LSE PROVIDED AT AT TO OFF CONNECTED St C PAMI BOTTOMTO TRVCIC OlNE1Lw16E A STOP BAR SNN.L BE CONNECTED TO w�/ 1 /4 205/4-'Ll.s. w 7 �/3�i• / �(E%CREPT wwc wit �s SON TNOTE~3) HM. tilae9CIE6' AS W. COIN�IaN7[/CpTf: SHIAU.CONSISTOF DCICF400 OW")• ,Oro rAF�Ep i/4FyMD /` yT/032 wwNO oR 1/4•MS/Di EW I)YO TAMS BOT10L1 tRNCK. LOGIDN OP FA4YE2LRS WY BF AT EITHER OF Two (3). FOR CASES WHEN END PANEL$ NE LASE ,gwFLY w/ 19" LONG ®Ai BUT DID PAN" ARE NOT CONNECTED ro BDTIou tRACt lI STOP EXTERIOR FLAT FLAMM OF END PANEL BAR eH4ML K PROWOED AT TOP 0► SUCH PANELS. (4). IN CASE THAT END TTppPpPAf))E1.S AE NOF CONNECTED TQ e0T1'Oy TPVM.* (La. A STOP BAR (4). FOR INSTALLATIONS MEN DO PANELS AND SOME Won" PANELS ARE DIRECTLY IS ONLY USED TRACK DIM WOODS PANEL USING SPECS ATTOP) AON NOTE (3) ASI IN SUCH CONNECTION 01 PAA/ELS MA ys(0 , MUTLY / (C E BOTTOMTNACX TO WALL ro BOTTOM TRACK MAY OCCUR At 4N PAiEL. UzATOAI. w( TWO PAWELIMARS PDi1OMNG 51�CPN0 EIEYATgN (a). SEE SECTION 1'. 3' a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. MN,. LOGE DISTANCE. FOR THIS wTE7BOR PAELL LRED Y wl DOE'S 1016mu ... NOT NEED TO E WMELTCO I BY ANT M6W6. 1MCK 4LWL EE wSFN1ED R. T11•"A/ SUCH TWAT Ap Q�T PANq,g E LEFT A RICO SIDE OF PARED MANE �fr,/� MDR o"T AO IIETAX 5Y % ,CEN t FLORIDA BUILO(NO CODE (WINh VNaO NuFr1Done ZonE No. 4 167 'a0°° 1160 20 GAGE GALVANIZED STEEL STORY PANEL =' * DRAWN or _ PRODUCTSW I.I.C.O/B"Wee .• 31A OF i L E C 5.7 PROTECTION W E MOLMALMOmmmarn n'wC (04)M-YAa nw AaxWF-eleT20-176 A'RiS`S10N L. "'" . oMN M+c �oQ0E17,i awiM Nu .. AµNNIN 4- WAl/MRI UNINR A JN. P it 11 OR Mm 2- NEI 2] a 2E MAIL I INCALM I/r - I• INSTALLATION QUAI -FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK NMIMRN AL 1-W. °BWwEI"iA°t1°` A++W00 "a• A �/-� U_'O a d + Rao 7 � ti 01 °" sd �� 1n4-(5� a.1�. ,., v. v°i \�.,I\awew-� a ' I 1 E row r F FaI�E ' 1 t/.Y-• r I TOT0 GLACE HNpp I ERA � i � aAWiA C N R$ 1 1 1 1 WILL AND DIRECT MOLNI= INST, SECTIOM 2 SOME J/Mi• ^ e Mm, m SPICuK me I,SOWIA3MW(Aof�a rmm OriUGroIO i /A16 • E W C. malt aeo� �oe0i La - I00 potma 19111 1041 AL IN, ELOOR TO CEILWD INTIMATING INST_ sulm-OEIT MOUNTING INST. SECTION 3' SCALE 3/4-1- Nurrloans �6 �. W O U c _0 E Bl• V cu W LLI = Q Z Z Q J d SHEET NO. IS 1B 2 MiINIUU-41"MalL�l2994 WLLA 41 ,L, I j: i � , a;: ; Jm�� ["=--I am-- - I -.- w OR um -1 2 /is- I I= - ' I " "1 3- ­- 2'ff 63'W 0". -75.3 w an (ER 1 2 7/6• I DOLIRD - I ekeW -0 -% 41 WINDINUT AT OVMOF M b 404 PAWL LOAM IIWW&Pg:�LAMW�,", 0 PANEL Sam, VARIAN ANCHOR.SAMM FOR L 04 3 1/2' - APPLICIM TOA.S.C. AM COMBK%MN By INCA VAIMA PANEL UPON IV (01) "low 0 ('LLIj ?AftM ORX-m PINWAVE COWL 0 PONORma PUN mDow= 110 Da"'Im MLOR To I =EAF to commom 19 =9 to N/A 12' N/A 12* N/A 12" N/A V 1 2- (TOP) 10, 3. 5" e e 1 Ir 3" 12' 1. 1. 1. a, 61 +".a, -7&3 N/A N/A N/A N/A N/A N/A 12 1/2' it* 2' (BOTTOM) 70' OR LESS 1. N/A 6 1/2. N/A 4 $/2- N/A 4 11r N/A 3' (TOP) 12, I 12' N/A 9 Ilr N/A 9 1/2- N/A 3' (BOTTOM) 12, ;L 12' 1 N/A 12- N/A Ir M/A II 4' (TOP) 12, Ir 1 9 1/2- 12- It" _f 12' If_ WIT.0 * UMMM TO 46.0 Pf. A.LD. OEM PRESSURE PANIC. &SEE 111141117 S FOR MMM TYPE & WINOW FOR INSIALLATION11 NO W= own SLOW ~w mom "mom me ~* cm DOW= AN Domm ON rm SoCK%L FOR La. um "m NNAC @doom am 90"0" IE 'mm" SPACING V KLTFLVM N%= Dow scmftm IN INE fouams MAINE FDA = SFACNID 011TAIMID MINOR FACION SMALL 00 OPIPMOM TO K FO�L AS MOK L= MINIMUM SPAINFIB SVMU NO EACH NOW TOPE gr GAS m� TIM hb, mommi 2FMNIa f*4 3 3 3 w o=n ONVAIA, #4 On-w. elwM 3 3 1 1 3 3 1/2 s 1^ 4 lie is r 4 /r 'AD Im + MOM M­ INSTANCE INIVICER WrIOM OF PANEL AID CD TO BE 1/2' WOUNIS I*- OWANCE MEnVM BORONOf PANEL 10 AND 0 BE31ir 1 /14• p-:1 I Mo. Hurdoone COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-11 12,3w (EFFECTIVE: _j .750' - -AL sm NKM I/w 1.3 1 0*1 7 148' -jw OIt 1211ror- r ilhor caw MAN. THICK LrRAIMED Gumoluso, 011111. me ANNI 1.01 EDGE AM A863 TYP. I =. i r 0111,10C so 11w 0-60 QN.Y. EDGE L-Iqw--j •054' .,as 44r -".) p") (3) STOW PAWL V I-W.- GRAIL A --2.000' - __j MWU SNAU. BE 09TALLO AUMNS yr LED "m LEFT TO mw Or At 00 AT LOT SIDE Or PANEL 'r TRACK ANGLE WITH STIR) up mm AwAft Is D=wmp PANEL GALWAIZED Sim W/ mbmh�fmisce 375'! r AO.05* L PANEL • 4w Aff-1-- t .71 0.2wo 1 407, 9.6", m. ISOMETRIC ANEW DETAIL A .1-3-rT- -- ON ROUNDED CORNIER 0 ENDS OF PANEL'S Nk ` EDGE.I �011y 1w END UP W/ HEMMED L-.1 -2.3701' - (N.T.S) .375-! sumA'a Or, "AMAU f-KEY HOLE WASHER 3105-HIS4 ALUM. ALLOY Cry um Air PANu . . . . . su MEET FOR ADOfFOW 11 LIE4 Ummm" SLEEVE LENGTH a I 1. ONLY VNUO I= INIFALLANING PRO ON 1.Bald 1 -2.000" 2 12S' 2.000i 17110* 1sw- t..Ifs ".)i -H' -U- 1 REV. HEADIER ! I NEAM L---,- v m1m. To m­ ­1 (@ AML J" TRACK @ PAMEL HAMM I AAA 3-OW - (I 1XIM91 r (USE ofty IN E-Z HAND iim- PANEL Box SYSTEM) 5053-3 ALUM. NJOY 47W .276' 25 FLORIDA SULDW CODE (Mon High Velacifty Nuu Zone) 123- IlLum W- F.P. a OW I-T, STATE OF 24 GAGE GALVANIZED STEEL PANEL DRUM W. TYP.) F so sccr*n - .250' MIN. GLOUL PmyrtcnoN PRODUCTS, LW. e- 11LIECOisso. .2,e mmmP .a. IN smw WIL 039. P"Qw. (ampils,-IN& PXU "Impap-sw 20-175 @ BUILD—= BUILD -OUT "r TRACK WINGNUT owsm - TRACK ANGLIE (WAND 3 ALLOY) WLm A. Z 414,111, ara 2we INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (1) INTO EXISTING WOOD STRUCTURES 1/4 4 -. LM 1 $mis 0 r C.C. W/ THINAM PENETRATION 4 1/00 Lw KOM 0 e ox- W/ I YME#= MKINATIM FLAT 'a vfWTVNO wm 'wow, 0 FA 00 OF 4Q4jQ,.t j140 S.U.S. Z- rA rm or GET. /24 a POP FINE, or rm 4) selrwP SEPARATION 10 QUIK TO GLASS. 0 tl _�__ ._.µµµ_._.In PAWA PU13 V 1 r 4- 7/0 yw NOTE A BELOW) P-1-1 12 Ilr AC, 1/4*0 LAO 1011009 0 4* 01 0 PLATE a IWy09W O*k I., 8- rAn. 1R.- MW 21. 06 moulmug MR (1) NNWfte OR am ON MIAALTERHA" MMM-1 SCALE 1/4--l- SCALE 1/4--1 I. VdITAUATIONII ARE ONLY VALID FOR SULDIIM WITH A.S.D. 0 UP TO +"G, -w 001 AND PAWS UMTH UP TO 5 . -%VON LOANIAM I ;: NEW -Ow mug 0%4mxTok "GO MEMBERS To BE WUYHP. I 8L fft. 2. W/ SMOIC DENSITY OF 0.16 OR EOLAL Aff-la No. 4 TrI AT TOP AS @I= ON &jSW.==c:4;p :: IF ONW-fPAW60710m. iamft��I =arm", STAT OF, ALTERMAM UP INNEANDFIR 10, M�p BOTION! VOWNT81111 CM SE COMBINED IN 00 I mWA ...... I ... 1� Lv we To Sir ANY IMPALLVION, 80" 1/4* - 1. N, 100tenj WIT , SWUM TMMXS NOT 1000m Amw ,2= TO GLAM u-) PL axvia mmFunwoAVE V D.C. V/ 1/2' MR 1MIApEp powmm" I* ImIlIff" wow MEN". EVERY 0~ Lill I 161 NOTE IA KLOW) L40 SCRENS 0 1 • Ir. rAREAM ovwl;�, MM. 2*", WOOD PLATE INMUM FIAT :/4'0 LAO SUM 0 A' O.C. W/ 'Ir Wm TWWAM P0417101101f YO ocffnm wm mtm V4"#-M4* 0; r rA V40 or (Su orma. 112. a I 1 4g:1;W1y1,;p01CWl 1,1.3/32- a. V4 swin 9 r D.C. Ow, ux KQLWIM RAT aft 0, Im SCALE 1/4--1- -sm 20 UK QALVANM STEEL STORM PM R rp DRINK, S.. PROTECTION PRODUCTS. LC,PINAm L EOim -m&W.a,low ONAL A. 3XII PHOW M4)M-lvw FAA jW111110-40FIFY WL N.A: 0--i ft� I air" 20-176 01-9001719 - I .. � I" .m . 19 0� P.L 44, . I . , - �'iI— ft XIMUM A.&O. DMIGIN ERLUM RATING (1ksf.) AND CORRUPOMMM 2/4 1/4 3/4. 4/5. 5/5 & 6/5 Wk IWj6, 2W/G. 3W/7 & 4W/7 _M= PANQ M LQJ= -L- SMFDIJLF 9MI-M-UANALMM MCHM (SEE SEN4MLLE Oft W/ 3* VAX INSTALLATION INTO POURED CONCRETE_ CONCRETE K= k WOW (t) 9. To *11) ---- -- -.-- - - --- --- -- -- - � 1. .- I -7 MT SINWILf PANELS(b a 0 n -i 211 T EACH END* MAXIMUM PANEL LENGTH *L+* OR *L-" (ft.) 0 MAIGMU110 kLt. on" PY43WAK RATING (P...f.) (+ w -) CONCRETE h wow MIALLATAs mt 2*0 tro* 210 JSO IV-9, 460 W-6* r-#* Sao 91-11 81-e SLQ 8'r 11-1* no r-r r-r 810 .1-01 r", r-41 rl• -Ama no r-s. r-w. 80.0 1.-2. 4r-r we YI-O* -Wi. Sao #--I. 6-2* SLO 81-01 Irl. facto 0--s- W-717- faso it" 3--r ilia r-r Fit.$ v-r MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) 0 VAVAM AAA DESIGN PRESSURE PAT= . -) CONCRETE a wow INSTALLATIONS 1' -!t= AD W-e FJ'-r 211.0 12,10, rr-r J" Irl-r TO.-r JILO llr-lo" 01-r 4" #'-1* 3" -- Mo Mo r-s" r-111 no y-s' v-4, Sao r-o* r-5* OLD 1.,. 01-3* 100.0 f'-3, 31-71 romp Ir-1• s flao I P&O mf 4,-a* WIND SPEED 4 170 -P.h Woo 9FEED > t70 ftpA OMMMOD I $10FINAMM 30 On LESS 1. 1. 1/4' >33 TO BID 1. lIr '-- - LIMI 1. 71/2- 7 /2 - 17. ID 1- 7 1/2. 101 B1.3 1511 kD. U or q5 I I I I I I I / I -v BOLTED MLTSWW Co 20.1* 1S. ws OL t" (SEE SECTIONS AS 0 WRAP r Mix [ 2/4 1/4. 3/4. 4/5. 5/5 111 6/5 *IW/6, 2W/G. 3W/7 k 4W/7 -- -N4c"m (SEE SCHMIJUE ON POEM 91 to kiq REGULAR STORM PANEL G) ELEVATION /e Mft. GAP W "LA, -t mm wum T4 (SEE SECTIONS SECTION A -A 1-� N.T.S. mTu 0(1) L+: WJIMUN ALLOWABLE PAND, WW" FOR A 000130 POWK A&IL 000 LOAD. L-: MAK ALLOWABLE PELOON FOR A AM 01101MITINIE &to =M LOAD. (2) TO ornmw4t mkwm PANEL Loaft CM04 A PO`ATAL ASA OEM LOAD, DETERMINE MAXIMUM FARM UDIM FROM SCHEDULE, GIVEN A LENGTH raw SCHMULL 'm =TU" DCMLCLADiv� Jog" PAM oval 0 MIAN!VT THE WON orro"Nam, PANEL LDOM AND %-'. (3) off SCHEDULE BOLDW FOR MIN. PAIR LENGTH MR POROSIN OUIROICATKIN. t 061ALLqmONS INTO WOOD ARE UNITED TO . ff W. MAX OLSAL DESIGN PRESIUME RATING 9. 10 k If FOR MAX. A,10 "Oft LOAM Ak OIL PANEL U1100IMS FOR SPACER & N USED. FLORIDA BUILDING CODE (Wait High Velocity, Hurricane, Zoned .44167 TARE OFIL�ECOIMe.GLOM 42M IL"m mc. 24 UK GALVANIZED STEEL STORM PANEL F.P. a, PROTECTION PRWtXM LLC. ANN SA 1H vow . n. 00I1.0. )80-7mk F AA wm#j m A. ,, ramum Am . a"L 20-175 Imam ft smarl 3 w of SWM NOTES MINA, A* UPE SBIRDI I ff-2 G'A`1111 , -.9 1!1. Im I (C) ARMY 1. STORM PANEL SHOW am THIS PRODUCT smummiom (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE AS 40ANUFACtURED W. PUILDEX, INC /4*0 TA/'DON ANCHORMA VAIN THE 2020 (7th EDITION) OF THE RDRIDA MUM CODE. THIS $FORM PANEL SMALL NOT BE METALLED AT HIGH 014-10 PANKLMATE FEMALE 0 AND PM41MUE PLUS A?C"ORS. AS MAMMAMMED BY OM CONSTRUCTION PRODUCTS. VELOCITY KPIRICA169 ZONES (MIAMI-DACE / BROWARD COUNTIES). I/ef LAG SCAM PER N.O.S. MOON WIND LOADS SIOU BE OMRM1dM AS PER SECTION 1600 OF THE ABOVE MEA11101MED CODE. IN A BASIC WIND SPEED AS AEGUM BY THE AMINDC"Old VO4M STORM PANEL WILL BE INSTALLED. AND FOR A DPWCTMk%JrY FACTOR 7/160 . 5/8* WOOD BUSHING. AS DVSTRWIM BY ALL POINT SCREW. BOLT & SPECIALTY KO-O.ft USING ASIDE 7-16 AND SHALL WO EXCEED THE MAXIMUM (A.S.D.) DOWN PRESSURE WINDS INDICATED ON SHICEM CA) MINIMUM WtMM PENETRATION INTO WOOD OF IAPCON ANCHORS SHALL K 1 1/2- AND 2- FOR ELCO PAMEUNAIE PLUS 3. 9 THRU 12 At 17, 18. AND FAMMAIALE IVA" ID. IN ORDER TO VMW THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 $HAU. BE FIRST REDUCED TO &5.0 DESIGN PRESSURE FKTM SY MIATIKY11000 THEM BY 0.6 OF ORDC1t TO COMPARE THESE W1 MAX (A.S.O.) C.2) MINIMUM THREADED PENETIMNION 01 LAC SCREW. INTO THE WOOD FRAME UNIT SIMLL BE 1 1/2-. NO THINAM DOW PROSSIURE RATINGS INDICATED ON SHUTS 3. 9 PAR) 12 & 17. 1 IL PENEM411014 KM STUCCO SMALL K CONSIDERED AS PART Or THE FIMUIRM THREADED PENETRATION. IN Oil" TO VERIFY THIN ANCHORS ON THIS P.E.D. AS TES1ED WERE NOT OVER STAMM. A 331E INCREASE IN ALLOWABLE STMS MR WIND LOAD$ ON ADS USED IN THEIR ANALYSIL FASTENERS SPACING TO WOOD HAS SEEN DETERMINED 04 C-3) MPAUM EDGE DISTANCE OF LAO SCAM. KID WOOD SMALL K AS NOICATUD 06 THIS GRAVING ACCORDONCt WITH N.D.S. 2018. STORM PANELS ADE)DUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VUW= IN ACCORDANCE WIN SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF W000 BUSING SHALL BE S16•. Ile 0-20 SCREWS USED IIHAUL BE 1 1/2" LONG MOWN THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH "WTI REPOTS POII AND #0219.02-09. AS SHOULD STUCCO owl No I' M1MN0Um MR WALLS WITH NO STUCCO.PER 35lu 1 2-99 At ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH nARM REPIONIF #1123.01-10 AS PER TAS-201AND YAS-203 PROTOCOLS, AND AS PER CALCUILATIONS PERFORMED IN ACCORDANCE W1 SECTION1604 Of TIC C 3) ill CASE THAT PRECRIFT SIONE, OR PRECAST CONCRETEPANICS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING MORMA BUILDING; cam WALL. ANCHOPIS OWL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE 0000 SUCH PANELS. AN040PAQE SHALL BE AS MENTIONED Of CA). C.2) k CA) 2 ALL ALUMNA DIFFUSION TO BE 6063-T9 ALLOY AND RkWER. (UNLESS OTHERWISE NOTED). SEE SMELT 2 (0) ANCHORS SHALL K INSTALLED FOULDIRM ALL OF THE RECOMMO41GATIONS AND SPECjF1CAl1O`4S OF FINE ANC"WS W#JrACTUML 3. ALL ALUMINUM SHEET METAL USED AT CLOSURIES SHALL HAVE 3106-MI4 ALLOY 6 PANELS MAY ALSO BE PWALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS "" ON SECTION I THROUGH 0 (SHEETS 4 4. ALL STEEL SHELF METAL PANELS SHALL HAVE STRUCTURAL OLAUTY STEEL AM A-053 GRADE 80 LAWMAN, G-00 04VAIN2ED THROUGH 5) EXCEPT THAT HEADERS (D & % SMALL NOT BE USED. SIVIL DESIGNATION W/FY- 92.2 kNI (INTER MOLUDD). 9. It SHALL BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHILITTIR 15 To K 5. ALL SCREWS 10 OF STAINLESS STEEL 304 OR 316 #0 SERIES OFF CORROSION KIRSTANT COATED CARBON STEEL AS PER DIN ASS To MW PROPENE ANCHORAGE. DO SHLITTER SHALL ONLY K ATTACHED TO CONCRM BLOC( OR WOW FRAWNE SW;83W/ 30 kW HELD STRUCTH AND 90 Mai TENSILE StROOM AND SHALL COMPLY W/ FLORIDA INALDIC CUM SECTION , 2411.3.3.4. 10. EACH REGULAR STORY PANIC. WITH LENGTHS OVER W. AS PER SECTIONS 1. Z 4. 5, 6 AND ALTERNATIVES IW. 3W At 4W ON 514MM 4. 5. 6 At 7 $RESPECTIVELY; SHALL HANT A LIG01111 MO RE40ILY VISIBLE MARKNO INSTRUCTINIG OWNER OR TENAW TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SERIES STAINLESS SIM WITH M k2i MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE FIEWORCOMNIT DURING PERIODS OF HURRICANE WARNING. 7. AN04M TO WALL. SHALL BE AS FOLLOWS: 11. THE DWALLATION CONTRACTOR IS TO SEAL/CNALK ALL SHUTTER COMPONENT EDGES WHICH REIMAN N4 CONTINUOUS CONTACT WTH THE MAD"a TO Pft'Aw wvVv/Xfw4 wKitum (A) 1:11-awwrx POLOM 114`0 TAPOOk ANCHORS AS MWALIFACTURED ITT I.T,W. 5U1UXX. INC. (Mn. 1-1-3192 P41) 12. STORM PANEL PWAUATM 9WI COMPLY WITH SPECS INDICATED IN THIS GRIMM " MY BUILDING NO LO" REGULATIONS 1/4• 0 716' CAUL -IN #X*M, AS MANUFACTURED By OINALT INC. PRONGED ITT THE AWSOCrON 11HERE FLOW IS APPLIED TO. 1 /4# SOIL -SET ANCHORL AS INSTRIBILIFE0 By ALL POW SCREW. SOL7 & SPECIALTY CO. (w re-3000 P.0j.) 13. (a) THIS PRODUCT 004.11ATION DOCUMENT (P.C.0) PREPARED gr THIS DrOmm IS GENERIC AND DOD HOT PROVIDE INFORMATION 014- 10 PANELMATC FTIAIII 0 & PANELMATE PLUS MIC14M. AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PFKU[CF-, - WHERE THE SITE CONDITIONS OEMATIE FROM THE P.E-D. 1/4"* ZAMAC NALIN ANCHORS. AS NIANUFACTUM BY DEWALT. INC. (b) CONTRACTOR TO BE MVOIME FOR THE SELECTION. RJACHASIE AND INSTALLATION WCLUDM Lin SAM OF INS PmooLx-T AL I) MINIMUM EMBEDMENT OF TAKOM ANCHORS INTO PORED CONCRETE SHALL K 1 3/4% 2* FOR ELCO PAMELMATE NO SAM ON THIS P.E.O. PRONGED HE/SHE DOES NOT DVAATIE FROM THE CONDITWAS DETAILED ON INS DOCUMIDIT. CONSTRUCTION SA" AT WE IS THE CONrWTOR`S RESPONSIBILITY. 1 3/4' FOR ZAhMC MARM ANCHORIL A.2) CALK -IN & SOMA -SET ANCHORS WALL K EMKDOED 7/8- 01110 THE POURED CONCRETE. NO EMKDKW INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL K ONSDERED WILD, if MOOV;4D. STUCCO, SMALL BE KRIITTED. 1/4' 0-20 SCREWS USED DWI BE 1 1/2' LOW MINIMUM SHOULD STUCCO EAST, (d) SITE SPECIFIC PROJECTS 04ALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THFIDOM SCREWS W/O HEAD, DDINEOR OF WECORD ((QA=I;E0;1;&CW1=O WILL K RESPONSIBLE MR THE OUT WITH W%4 NUM PROPER USE Of THE PtD AS A DIELICATED ENGINEER TO THE P.E.D. ENGINEER. STALL SUBMIT TO INS LATTER THE SITE SPECIFIC OWMI40S FOR REVIEW. &3) IN CASE THAT PRECAST StOW- PRECAST CONCRETE PANELS, PAVERS. STUDCO OR WOOD BOARDS K FOUND ON THE EXISTING WALL OR RON, ANCHORS SMALL BE LONG MUCH TO REACH THE WA STRUCTURE 0090 SUCH PANMS. (a) THIS P.E.D. SHALL BEAR THE DATE AM ORDINAL SEAL AND SONATURE OF THE PROFESSIONAL ANCHORAGE SMALL K AS MENTIONED ill M) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT. (0) ULU= CONCRETE = 14. SMUITER MARLWACTILIFIEWS LABEL SMALL BE LOCATED ON A READILY VOW LOCATION AT SIDAM !11/4" 0 TAPCOk AN04131111i AS MINIUKAMILONED BY I. 1. W. IIIUMLDEL INC. PANID. SHUTTER IN ACCORDANCE WITH SECTION 1700.9.2 Or FLORIDA 8ULDWG COOL OK LABEL SHILL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17069.3 Of THE 1/A' 0 . 7/5* CNX-ft ANCHORS. AS MANUFACTURED BY DEWALT. INC. IDA BUILDING CODE. FLOR I/ef X 3/e SOLD -SET ANCNIORS. AS DISTRIBUTED BY ALL POW SCREW. 901.7 If SPECLALTY CO. 114- 10 PAMELMATE FEMALE 10 AND PANCLIMIE PLUS ANCHORS. AS M~ACn)RM BY ELCO COR5rWKT10N p RINI 1/4.. ZAMAC NALM ANCHORS, AS MANUFACTURED BY OIEWALT. PC ELI) M"" EUMM04 OF TOWN ANCHORS. OM PANUMATES AND ZAMAC MAIM AN"COND" Nro THE FLORIDA BUILDING CODE (Mon High Velocity N zarfs)] BLOCK UNIT SHALL BE 1 Ile cam IN %,44 0.2) CALK - a SOLID -SET ANCHORS SHALL K EMBEDDED 7/ir IRO THE CONCRETE 0L= UNIT. No 7 MIM. INC. 00. 24 CAGE GALVANIZED STEEL $, PANEL STUODD SHALL BE PEINITTED Ile a-20 SCRM USED SMALL BE 1 1/2- LONG MINIMILAI SHOULD Dow. AM 11 SHANDY FOR WALL$ WITH NO STUCCO. %. STATE 11LIEC0.11116 GLOBAL PROTIM11ON PRODUCTS. I.I.C. am . A 00) ILW. SAW 5.3) Of CASE THAT PRECAST STONE. OR PRM4ST CONCRETE PAN". STUCCO Oft WOW BOARDS BE i0RI MAN. P2 IZ. EXISTING WALL. ANCHORS SHALL BE LOW ENOUGH It) REACH THE MAIN STRUCTURE BEHIND SUCH .. now Aft (M.)M-vw 20-175 AW-40RW %MLL BE AS MUMMO 0 0.1) AND IN 11.2). 014w".. ft. • 1 4 1 001111 1 or to CONCRETE AICIIORS CONCRETE ANCHORS (SEE SCHEDULE ON SEE SCEDLRE ON SAILERS 0 THROUGH 10) MEETS 9 TNIOUOR so) +.Owe SEPARATION TO CLASS,BaWaV1A Gas I" I*& r-O BOWMAN 4 J= - ==U , I wpm mm am T-0 vti��,o -1 SCHEDULE v M. COTO : 04 SMPWM 3) 1- CLASS ON SHEET 3) MCI. LENGTH (SEE sclemu Mal I ON SHIMIT 3) PM91. UDKITH CONCRETE ANCHORS. (SEE so"aw SHEETS 9 THROWN I ON SHEET 3) or IL -114 I ­(D F-P. OF 'V MAX Ub CONCRETE fir as wlw= Raw we CONCRETE BLOCK WMNATION ALTERNATE COMMIT_ INORED COMORM ANCHORS (Oft SO4EWU CONCRETE OLD" F4E*UWU. smu79 0 THROUGHON 10) SCHEDULE ON SHEETS I THROUGH 10) BUILE10 kdOUNTM jacmum-1 WALE 3/11-1- W" SECTHM 2 WALE 3/8-t- ED. - ROGE DISTANCE NOTE � OOMB94ATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 0 & 10) COMBINED IN ANY WAY TO SUIT AW INSTALLATION, NammwOS7i l -U3 MUORM. 3owW Inn ANCHOR$ ;111111A PANEL LENGTH ( SCHEDULE ON "LET 3) CONCRETE ANCHORS 1 0 1HEIOU0IN to IT CALK WHEN SOUID ARE USED & IN WHEN PANEUMATIVII Oft BLOCK ARE USED. woum. Cl) -Cu O CD- C0 0 C�L CU " 0 0) Qi -6-0 CIO U -Cu 0 0 c- 0 1;,- u- E 2 0- !E (n CU 40- CU 4- U) 0 - < C%d C*4 0 r- 0 (Y) C%j C-) IN co >< LL C) N -C 0 M C'4 W C E < C m ua) -0 C: > M E u 0 0 INSTALLATION DETAILS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAR PANEL Q INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES r, INSTALLATION DETAILS FOR REGULAR PANEL nwNTO WOOD ALTERNATE CONCRETE ANCHORS; To GLASS. LOCATION -an SCHEDULE ON (SEE SCHEDUILE ALTERNATE LEO ON sw 3) MONTION Cowcmm ANCHOR; SHEET 11) 0 6 I/C ox, 4%r DusTpa Ram COCK11- awm."W- OR CONCRETE BLOCKtrN BEAM (SEE TxHED1AE castiffs pouivo cofowsx- gem a Dow" ADEQUACY Of DMUSTM WOOD SHEETS f 11NROLgN 10 OR CONCRETE BLOCK I - / Cn -4-0 REGUNIIED. SEAM M BE CERTIFIED fif r-L.G.% TION 4 WOOD ANCHORS I ­, - - - CONCRETE ME SCHEDULE RM I-AZY (SR - - --- ­V- I .. �J L ­­­. -0­­.. �Z-4� ON 11-FOR INSIALLA110N. ALTERNATE WOOD, ANCH� 111* LAW DUSTM POUNIM REQUIRED. TOMMIE Us 11%1% / \ -1 i FIN CONCRETE ANCHORS Wm F SHEM 9 INSIOUGN ANCHORIS SHEET 11) CA CD 1 SCHEDULE (SIDE SCHEDULE SPACIR 11) WILET I Tj ;ad" 1& .4 W/ Mul Iff Ile MR 0-1 Ile "A. MAX x 4\ . LENGTH T -------- I Is I/r a"t 10� EO (Tiff wiwm ON SHEM 9 THROUGH 10) MAX.-- ->< ------- F qy- =00" � -1� ED "?v -v PANEL LENGTH ANCHORS I' MAX. LONG ALUISNUM SPACERS 0 12 1/2' 1 It BUDD(SEE wwum (Sm scmum D.C. (SEE TABLE #1 Ck MEET 11) I kok NOTE - BELOW FOR LOWAT*d MR CIO 'FjE> I v �. I M/2' LOW SLEEVES. > rw PANEL UDIM At ii,J`iJl ro OIL SHEETS TIM GLABLOff TO GLASS. 9 k to ON SKU 3) PANEL LEMOTH ON OW 3) 1 -RAND. ANTE FEMALE to OR PANEL MATE . I L win. SEPARATION 0 SCHIDILE I ON SHEET 3) SPACCR PUS (sa ScHmu ON SHEET 11) ON SHEET 3) to Cl/SS. MAX v N- VA - I :­ I PANEL LEVOIN SLEET reio - ­­� =­-- ­-- / PANEL. LENGTH wie.66ixx r SCHMM (SEE $040" (Sm ScHEMULE v I,. -Ze I I 'Ik r. (SEE SCHEDULE ON SLEET 3) ON sw 3) A,,INaaK =Jw Mi.. I fm . =41 v ►6AX (SEE SCHEDULE ON SHEEI 3) (SEE SCHEDULE: Av o- ($ff ScHmAx pma LENGTH 9:1. NOW[. SEPARATION 2 1 4 TO CLAN. PANEL LOOM ON SMIDET 3) `fii - -- --- --I ON ow 3) PLATE REQUAW (SEE &CHIMIAX To -,,L E ON BEET 3) (SEE SCHEDULE pwCT MOUNT W/ SPACER ALTERNATIVE 2W IF ON SHEET 3) OF 'L OF = L �V P3 OF 1 -0-0 MOX, I SCALE 3/0-1* MAX 10 MOL BOX ul I SEE TABLE SPACER-_ !tOx , 01 ON SHEET I I FOR MAX, PANEL LENGTHIS k B, Fix OQ LDWH OF *L t-. eta 1/2 D.C. MAX. A.S.6 DESON MOMS FOR THIS INWAUATNON. MAX. OF -V ED L A vr MAX /2- D.C. 0 12 0 10 T 0 12 1/2- O.0 s CONCRETE ANOMORS I IF Q6 sr CONCRETE =T- (Set son" ON L I IF ANCHORS to El, or WALL ON SUS SHmm 9 THIMUO" 10) SHOM 9 THROUGH TOY 2 1/17 LOW MA3L ALUMINUM STAGKW= STUO, SAAW a wa K I I/r ulms W. G FIGURED 1L. I I Erg wx= Como") VALID FOR SPACERS * WAROC. t-- PANEL (SEE SCHEDULE ON SHEET 11) (qww"Amm a 10 A dw Mo TURNING!@ Off" lw-r 2%e sm CONNOSIEVE REQUIRED. Off CONCRETE BLOCK 19 111MUNRIED DOO MOO" Imm I" Am REQUIRED ENISIM POLM CONCRETE- LEMOTHS Put SHEIT 1 2%4' WOOD _4) *mm � ARRAW 0 AM RA %M=fr A. OAW" WOOD Ame"m Fsu SCHEDULE ON SHErt 11) f-AlCOMN I; L 1; WI/X2' Iff (WITA"OUS PLATE REQUIRED ANCHOWS SHErmT3 1 10) WOOD STUD I- MR. SWAROM IS GUAM WINOM (9) $MMM Mo Tom copmaw Im, ovpitL NOR PME a am 4" 94EM 9 k 10.) ON WAURM PARL WIFE KIND OWL K WOOD MINIMUM At 4 1/4' M wal-O w1W it) 0 A memo PAN It fIr 04 WNW *in= am INUT 4 CELM Amn MOUNTING Bun nZW VAMUC (1) womm MD an" WALL WOUNTIM ANNEr-T MM W/SPACERSMOR mum 0 *ft -m P.I. (1) MAL 34 ONE PAMIL. UPMFAH 4 MINING, 10 W AT ANY OMM 0) = mmmma FARM w� Na LDWHS UDC ON 3EL'n[K -4 V GG MINIMUM WHARF FARM. LOWN 0 SORT II]L SCALE 3/4-1- WALL Mor4wlqzwp MOUMT Llkm MOUNTING WILDA MOUNrTm CIO a C:L "I iirw Wumm MIA = ON ALTKrAATI1fE 3W IN, SCALE 3/8-l' U= ALTERHAD01 4W ALWBrJ =1W 3 As Doom Or AM SO" 3/6-1- WALE 3/8-1- m SCALE 'A". (4) sawAsm WAD OILY roe sm C-lims swwm 40 THE Norm ' I OF THE FLORIDA 2 0 3 pot AM 1 8101.0" am A. w FLORIDA BUILDING CODE (Nm Mftgh V#Iocfffty Nu Zone)O. 44167 rp FLORIDAFLMDA BUILDING CODE (Mon N019h Val" HWu cam Zone NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX.A.S.D. ILAWDA BUILDING CODE (Man High Voloc"y Hurricane Zmj NOTE FOR 1. INSTALLATION ARE ONLY V910 FOR MAX. kS.D. i am "Llm W. F.P. < sIMM, ILIM L TLNM W, rp. TOP k BOTTOM MOLWINIGS CAN BE TE or mumm, ft 40.44157 24 GAGE GALVANIZED STEEL STORM PANEL NO. 44167 24 BASE GALVANIZED STEEL STORM PANEL DESIGN Z%M4MXG ..%AND PANEL LENGTHS 24 GAME GALVANIZED STEEL smw PANEL DOM mr, DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS DUN on COMBLINIED IN ANY WAY TO SUIT ANY AS PER NOTE FOR NATION Of SIECTIONS: Tt IT, IT am/no * . j SHEET ED. EDOIE OWANIM .4 STATE 0 INe.GLOM MONCIM PRODUCTS, U.C. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDMES ON SHEET 3 (EXCEPT FOR 0/p/ma INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 11LIECO..../� z (SEE SCHEDULE ON TOP & BOTTOM MOUNTMS CAN BE INSTALLATION. ML. MEMKRS TO BE SOUTHERN PINE No 2. Wif SPECIFIC ma Oft COMBINED IN ANY WAY TO SUIT AM' ALTERNATE 2W) GLOBAL WMICTIGIN PROWIM. UZ. PROTECTION PRODUCTS, U.C.LLC. 4 awm FL 13814 20-173 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD to IrTI •MTEC 0�..r 4100 SIV. s, ow DENSITY OF OM OR EQUAL ow Z. m S.W. a S"mf 00L P. 3XVIA Tuff�� eamcgpow OLE V.t-JxL I=1 ONW. FIL =3 0 COMBINED 01 ANY WAY TO SUIT ANT' -%'77- "am of"pumi-Imi, OL. "I"pa-aw Amm, ON)aff-aft Oft (w)"o-psy 20-175 a m ft, go MOIL 111041181111-744L FAIII RN)$W_VWF 20-175 SHEETS 9 10) �W�. '. as INSTALLATION. - IN• 00 MEMBERS TO K SOUTHERN PINE No 2. Wl SPECIFIC CA -am < ALU? A, N i DENSITY OF 0.55_OR EOLLAL W&M A. "m PL aft'vewwo/mars imm 7 Or Ift w, P.E.PZ. PL A= 0 w is 2. I SHEET NO. SH 1.3 _ n •I(1 MT I' Ill■ pr r -Rr Ir IMIII11"I•)1r-11p.11Ill. I!R} N RR iI ' I� T • �� �I �pRw� COIN7M,L vAtWtsy - .� OR - sa FOAM GI . r = Yu m. N-,1 _� e0ea-T1 Alm COI(. 3/OL 4 AMINE will 1(1.4 = t ". ., 1 2 1n' 7APCON • 12 O.C. .OHM® �M�ILT� 1 r Moot. 1 'DOWD --I CON�D'ttE NOc,c 1/AMolOR S i/r O .A roil \ 1 LI r rNNK 1•• wo ran Ile ow o� /..., o Lvr Iva 1 TiPtdl AHc�io R 1 1 M MU MA LOCATION T iR Ir 0.0 I V, N r=rMo W O r MO. m< L <ia N, I ALfAL MIO12 a Njl ���� Am• tow t , 11QT Pwwm w1N1MTL,[. r x r .., , • 1 -1- 1- him aw00 iLi'n Awt raa a r.. Rom rMrc a=n AUxrf ..) 2 ,/2• O _.112s. r 1/1 .. �.O aEeuwri »���-«--r�__�»J _GAP 1/4'4 4 = /7r ,r oe� % a� n rum R/JI{.IMA CASE A (PUN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•.1' SCALE 1/4•-1• SCALE 1/4•-1• SCALE 1/4--1- --'--- sML-1117 an C"-.w OR SAo AA DAM ©� OR rn c�Re,t a MOeona al irATML2y�e (sQ 1 1 ,�( OR rN u I AS A U OII J 10 0 1) elQls 1. a w eLOTA ww[s•1 U /INK Q0 4sID ! i As MNIGMt w o ,1) "V, m� FRAM[ r M: 1 la� r 1 1 1 j —�Lrr •© �® -(DOW wOWN%iMolollm raw. witlesr ,tlL 1 WILL (Imolar no rAHq) pwvun W 2. SO.WANCE I �•}����� ,m•T -J CASE G (PLAN) '• ` A'� ^f` 'VCEN '•' VAA FOR DIRECT MOUNr VISTA"TON ONLY t •'. CERTIFIED PANEL INs1ALLAT,ON AT WALLS W/ No. 44187 SURFACE LEVEL VACATIONS WITHIN 3/4- * * e * nORIDA BUILDING CODE Men NI h VMmIty NUrrloeno CASE E (PLJ►N) CASE F (PLAN) SCALE ,/s•-I• SCALE I/4•-l• F 4 : NtlaP ATIN64a 24 BADE BALVAMZED STEER STORM PALISH OMEN �,� •.,�ORIO :i. (VAUD ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES IW THRU NV. ON SHEERS 6 6L 7) DESIGN ' (Pe.IJ MAXIMUM ANCHORS SgNO FOR E.D. - AS SHOWN ON SI KETS 6 k 7 APPLICABLE Amwarm S ANr OF THIN MN PAIIL mm , (1L) TAPCON LAO SCREW PANELMA E FEMALE O PANIX-TE PLM WOOD WSHMa 13• 13, 1J• Ir IV 10 13• tr 13• 13' 13• lot OIGTWM) e 1n• a 1/r 6 I/r a lIr a In. lTOP1 - e 1/4• 12 1n• a I/4• e� - - Las r r - Rd Ir 13• tr or 4 -4• LESS tr _tr IV lr Ir Ir 13• IF 13' 1r • T R 13• tY 13• IV 1• IR (SOMM) 4 W. 1 1/2' • lIr 1 In• a 1/2' mm e 1/4• 12 1/2' a 1/4• (11o1r.•) > to 4 In' 4• a 1/2• a tn• - (�) 14,-4• 4 In' 4 1/2• 7• r - 3R MOT OM) 10 1/2• a 1/2• 12• tr 4• (OAP) 1]' 1]• ,3' 1]• - S In gaimmu • SEE TABLE /1 FOR W)L A.S.D. DESIGN LOADS t WX. PANEL LENGTHS WHEW SPACER 0 IS I USED, CORRESPONDING ONLY TO ALTERNATE 20ON SHEET 6 1/4.0. TAK ANCHOR • V MM ANCHOR • 12 MAX. A.S.D. DOM PRESSURE RATING►NIELM /) WO,µ ANCH011• SPACING FOR LO. - AS SHOWN ON NESTS a at 7 APPLION" TO Ne AN► ES THIM rAIOMN PA14 v (R,) IIMCON UO SCREW 47E FEMME NO PAIMLIYITE FLLIJ �� KM 1r 13• ,r or ,r IW Ir ,r Ir 13• r I (mwmm ) s lIr 11/r a 1/21 a 1n• a in• Ito, (vn - - a 1/e 12 1/2' a 1/4' "") I r« LEM r 7 1/2• r r - (OAF) 7 1/r r a' r - 3R OI0N11010 IJ' 1 • J 13, 13" 13• (MM 44A -46 ro 475, -7S Ir 13' or Y 1 Ir 13• IF W Ir 10• Is, 1r 13• IY a I/4• ,w ommi) e /n• a 1/2• 11n- a 1/2• 6 In• (I" - - 4 1/4- 12 1/2• a 1/4' mm..) W- 7._,. 4 1/2" e• 7 t/2• 7 1n' - (W►) e' a ,n• r 1' - 3w MOMM) IV Ir 13• Ir 5 1/2' (TOP) Ir ,Y I Ir I IY I tr • SEE TABLE /1 FOR MIN(. ASA DESIGN LOADS 11 MAX. PANEL LENGTHS WHEN SPACER @ IS USED, tO SPONON4G ONLY TO ALTERNATE 2YF ON SHEET 6 AI8IL.AL s ASA. OElION 1011E IJ:IIQINPAiEL 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF r-2- > 50 PSF TO W PSF W-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR NWALLATNONS W/ PANEL MATE M4ALE 0 OR PANEL. MATE PLUS ANCHORS t W/HYi2Fr�j,_ 1/2' O.C. _rR rL110.14W1P� L PANEL LENGTH -- , Oil sev 12) QL/I INS smis ,s a /s pa A mm TWK • vwm fm MM1NIAw16 mm WOOD FWM 1111e0ML IMKA Amm" 4 oom AM 11I11MA mot OsatNi AIM 11010010101 oN Iltl aOMtAL FOR E.O. Lw T1MII OwrA,m ON foMMe Vn ANOwa fMCN1 IN 1/1A'MU1w IPAEeM WHOIN a 2040" IN THE roueRlM fmom MR or ePRM,aM W K RM M SAVIIa COPMm LIMO FACRIP OWL MOr K Las TWO IOAMM INCIM KOMTO FOR CAM MOOT ICK OM Or /CMML AIOIM TINE ,Aop PIMA MORN /TOR w 3 3 •Mrtl1N1 ••-i•,■ N 3 3 3 3 ,/a Iw1NRS W •■MINI rr w AOA1L S Rql■ --'-'-- - 7 f -' -- -- --- r atl ,sIAM _ --3 , MAXIMUM A.S.D. Dii;SIGN PRESSURE RATING (D_a.A.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL G)INSTALLATIONS INTO CONCRETE Ar CONCRETE BLOCK STRUCTURES WID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 5, ON SHEETS 4 t 5) MAX "0. PR Lam W MM AOMM SPA ION FOR MN E.O. PER YpRaUIE mum �ME a MA,eIMAI 1M61N (R) L. MAX. "0. P PAI j j 21ANIem ANIONS SPACING MR MI LO PER SC�IRE so" APIIUCAwE TO wn" a AH 11w1{M IL,1 1 ) TAPOON SOLO -SST Aml nU` 7AAMIC-IMRN CAX-W TWOON SOIA-W KM ZAYAC-NNIM CAUL -IN W W amoom W713r W W W a TrM1, W W W a �, IXI IESO 1J' 1 r 1, 3 3 13• 1' 3 13' 1]' 1 r or U• 1 ,.-,. OR �•• a4•�"4• •e1, -ae 1 r ,r 1 r 13 /r 1 ' 3 1 r Ir Ir lY 1r tl 1 1 e,�12 on U•• 1r ,r ,r ,r Ir Ir ,r Ir 13' 1J• ,Y 1 0mI bo tr ,Y tr 1J• 1r tr tr Ir lr Ir 13' 11 1/ 1 OOnOM) Ir Ir Ir ,r IV ,r Is• I]• 1r 1r Ir 2 (TOM 1r Ir tr ,r ,r Ir tr 13• ,r ,r IV ,1 1n 2 M Ir or tr 1r Ir Ir Ir Ir Ir Ir tr 2 OXMOM) Ir 1r lY Ir Ir Ir tr Ir ,r or Ir 1 , 2 (SINtdGtr 1T lY 1r 1r ,r IJ Ir 13• 1r ,r 3 (OAP) ,r Ir tr Ir IV 1r lr Ir ,r ,]13 ,1, ](HOP) 1 2 1/x • 1/4• 2 , 12 1 - - • 1/4- a 1/4- 13 (••11•,A - - 2 1/2.12 1/2 s 1/4' 11/4• 2 , 2 I/2 - - e 1/4• a 1/4. 3 5-ow w r r r r r r r r r s• 7 I/r 4 (7a) e a f/Y r e s a ,/Y e' 7 I/Y e' r r a' - (TOP) r - e' - r - •• - r - •• -O.mff 4V - 4 (Wn*4 Ir ,r ,r IY ,r Ir IV 13• ;r ,r ,r tY) lr is' tr ,Y ,r 1r Ir it lr 13• 13• , 1 mm ,r 13: ,r tr ,Y ,r 13• Ir ID• ,r tJTV4 ,Y tr Ir 1r Ir Ir tr 13_ 1r W,r ,t to a (Sorm) Tr 1r IS• ,r tr or lr Ir Ir tr Ir Ir) 13• 1r ,r tr Ir 13• ,r tr Ir tr T3' , ,/2 s (mm 4 1 P 0 1/4• e , 4• 1 ,/1' - - - - 1 , 4• a I/.- - - 0 1/4' e 1/4' e , 1• 4 1/4' - - - - s 14• e 1 4• e 1]' a' or ,0 , Ir Y ,]• r 7 //2 e , ,3' • , 1 (W► >W-r To 14'-4' 13• a' tY 13• 1r or e , e ,%!• . 1 or S t , >e'-r TO 0`r Ir r ,r ,r or 1 1/2 IV S 1/2 10 1/2 T 1n Ir S. 1 5FWW) or 7 tn• ,r Ir 13' or Ir 11• _. a• or s 1n• 10mnow) ,r r or o I or Y ,r r 7 ,n 3 In 1r 4 1/2' 2 (TOP) 1r I' 1Y tr Ir or 0 I/2. 0 ,n• a In' 13' 5 I/r 2 (10►) or r Ir or ,r a 1/2 ,r a 1/2 10 1n 7 ,n or 0 In• 2 (•O1WMi Tr 7 1/2' Ir Ir ,r ,Y 10• it' r ,r a In' 3 (emrou) Ir r Ir IV Ir 11/2 IY 9 1n 101/2 7 1/2 ,r a 1/2' 3 OV) ,r 7 ,/r or or ,r I ,r 10' n• r ,r a I/r 3 (TOP) 12 In 12 I/2 6 1/4• 0 I/4' 2 In 4 I/4' - - 11/4• s 1/4' 3 (a01I0w) - - 2 ,/r I2 ,n a 1/4• 2 I/r,2 1/1 - - e Ile a 1/P 3 (GOrOM) 7- r r 5 ,/2• 7- 3 ,/r r 4- 4 1/1' ]• 11/2' r 4 (TOP) 7 /n• r r e• r r 4• 4 In' 3 In• a In' r 4 (WP) P r 1• 4• 5 1/2• 7 1/2' 00TWN0 r r 1'r 5 1/2• 7 1/2 4 (eORTOL) 1r 7• Ir 13• 13- 1 1/2• 1r M I/3' 0 1/2 7 1/r or r mm Ir a I/2• Ir 13 Ir 1s• 10• IY r /r a ln• • � ,Y 7• Ir ,r Ir 1 1/2' IV a 1n' 0 , 7 tn• ,l• • ,n' 3 (s0T10Y) q' • lIr tr 1r /r to, N' ,r „• r ,Y 1 ,n' (•OTW■1) tr r Ir 10 , 1 ,Y r Ir 7• 7 , 5 1/Y Ir 4 1/r a (TO►) Ir a' 13' it 13' a In 1r a In s 1n 1 In• 1r 5 , • I fI0►) H{ 1/4• e , P e t 4' a 1/4• 1 1r 4 , 4• • •OTT.» a //4• 11/4. 0 , 4• 1 11/4-1 1 1- 16 1 P s , 4• a (a01T•« sla 111111111 11 FOR ANCHORS I'm a wwam "a as?ALA im wW eee/ rwm @L%DM • N M M MOON 5111011111111 AO AMIMAI m0S OKWIM AK NOMM ON ,NL tbMutL FOR LO. U 34 TWA @M= OR SMURE OmY04 AAICIICR IPAOPO W WL,IPLIIM WON f1 ON 20Ra144 IN M FOUDE M FACTORS. MR 11,11111 WOSOwN 70 K F'=ML REOIM /PALM OeT 1161011111 FACTOR HALL TOT N Nwa IAA WOW 11001110 10400IE0 100 09H AOHOP TAPE of Rtl fCMML Toe nowIN1071 111114 L11P1O 1 41 1/4-0 1/4-9 //40 aMA-M aIA1e-II4N L11Rer ANCHOR VIRGIN ) 3 3 3 3 2 ,/r 2 I/M ALARM MO OI,1 3 ) 1/r r 3 3I/r a 1RTAWC (LP) ROOT a a 1/r ) 1/r s 1/3 A ur AL71SL ■M D1NIa aM ra3u - JA. Rio - Iw1 tm I.tl — lie ^ SPACINGS ONLY VALID WHEN SPM2�A LS UBED. SEE /1 FOR LW_ A.S.D. DESK)N LOADS & MA(. PIVEL MIEN SPACER IS USED ' BSLJI A ASA. DOM LORD �NL PAH 40 PSF OR LESS 61-0. > 40 PSF TO 50 PSF 6•-2• > 50 PSF TO SO PSF 5'-10' ♦ MAX. PANEL LENG(NS ARE MZ VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2. O.C. I- --- - ---- ...-----"-AACIwR1 (SEE SrCTXM ! ILTOIIAIM ON $HEM ,3. 14. 15 i 3' R•1 A/13. R-2A/13, R-WI4. R-111/13, R-2B/13, R-3B/14, r WAA O.M.. Z. '• R-CAW/15. R-2I11E/15. R-3AW/16. R-1RW/15, R-2BW/15. R-3BW/16. 1• Lnt r------ -- -- - - -- --- - --� I, f111Ii ! t t t 1 ' i V2 ' 14'I-20NI• S.S. 60LTs W0. j 1 i v FO ( I j I i pI USE R PAIML TM ! MIX. 1 '., REIa1lAk 11 I I OVER r_., , , `': I WLENGTH F l� StOR11 I I I ' i REOUIM 1 i I r-r S .44A -40.0 a.r. ! I F oNEMM MD PArKI. LOAM BOL I I 11 _ ai n 1 {F 1 .'. LIFE SAFETY ORM Ii1lM1. - '------------------ - I ' i i r 7 r-r • .Boa. -Ba.o p.ar. _..,.�.---.. (w/O OYwAP LED FANG LERGM EDLn ' ,�( A LABS r-r MR. IVNC UMM AT I S s eats W AL LpLRNrags I AT !iA I I I l I I 4 .,_ 1 n I ------ Li __ __ F ; _ 2f II } I TON W LIFE SAFIET D.M» SLIT H a l PANEL sorrow coRHna T p( j; _1._: L -L- l ' 1-01iEIWM= OfO wN0 NUT AT !V' BIOR , RO wNUT AT 77 MAA LEFT PANEL i0LiO0Aa Iep/T PANEL r Ld1i� t INSWATIONIS ONLY ,AMID FOR WIND I• MAIL R-iA/136 R-2A/13. R-3A/14. R-1B/13, R-29/13. R-3B/14, I• MIN.i SPEE° UP 70 170 ALP.h, �R-IAW/113. R-ZAW/15, R-3AW/16. R-iRW/1ST R-211110 R-3BW/16. (SEE SECTIONS ! ALTDRMRVES ON SHEETS 13. 14, 15 &IfO__..—_._.___.__._.-._._-._.._ 1/4' MAX. 01p UFE SAFETY STORM PANEL Q ELEYATIONSAF�STORM PANEL (t) \�7\J 2.4wr SCALE 1/4•-1• REGULAR/7\J rr STORM PANEL (MOL dOEM .1 NICE WraLLf) I• sT01Wl PANEL Ifiv RIFE PANEL *' # # FTm" BUILDING CODE Non High VeheIsIty IOUrAoans Zone) Nown IE)MIORFs,•, Og10A ,: �NNN 24 MIDI GALVANIZED STEEL SI M PANEL 000 Wn / 0 S •• L El C 0 i... L PROTECTION FRODUCiSN LLC. SECTION A -A 4lee 1N a ~ SCALE 1/4•-1• �•, , :.. o.i'o�"-M"`. .- 4r,--A.M" ntaK: olNlfrrla a FmAL�Wtl)er-.»I 20-175 OPMIO MN Pl 3L%/RON7YI[/a0[ tN3O',Ir„ P reRRa 12 p le 1 ;v 1 1 1 / r4 PLATE 1'0 TANGO" 1MCI,RES :low • I.O.C. wOatED W/ sIUD .4. WOOD stet ,MEN 1. INSTALLATION ARE ONLY VALID FOR AS.D. DES" PRESSURE RATINGS P.s.L)) AND PANEL LIDIaM AS PER ELEVATION ON FET IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PIE No 2, W/ SPECIFIC 006" OF 0.66 OR EQUAL. 11:... ILL - I3:.. 7.I�1i,;r1.a7Taii YR��>•T�aia�J11 .... L v INN. f. PAIL LENM __._...,.� GIN SHED 12) O Ike YA (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 k 5) NAIL A.". PRESSURE MAXON AMMM SPAIC" IN MIN LD POI Sam" BOCW APPUCAN E MAYMIM I (IL) MAX "D. PIMSNIRE (�P ai) MAXON ANCHORS SPACING FOR MIN EA PER SOKDIRE BLLDW �'� IA4t1wM LtM6 oL) TAPCON SOLID -SET FEMALE 0 MM ZAWC-NMRN CALX-N R 1..OMTN TAFCION SCUD -SET „ 7AMAIc_ aA CALIF-N a (nLaw • 1) W W W W W or iHHOA W W W W W or TI[M ♦7e. -76 ,r „• s• ,3• ,r ,r +r ,r ,r ,rFIV, +r 1 V_r OR LESS ro-7• NIR-/OATH I• 3 r 13' 0 13• 6, , J I1 71 5 1 17" 41 1 mooll v OR Los or it, ,r Ir Ir Ir Ir Ir 1r ,r ,r 1 (EO1100 Ir I ,/r Ir ,r Ir r Ir 1• ,r 7 I/r Ir r t (emmLO u• „• »• n• ,r ,r ,r ,r u• +r ,r 2 tTON') ,r r u • to tr • I n' ,r 4, n' 7 1 1 e /2• ,r 41 n (+ah Ir „' Ir 13• IF Ir Ir ,r Ir ,r to* 2 (10IWM) Ir r Ir ,r or 9 tn• ,r a ,/2• o , 1 1n• 13• 4 1/3• a (womw Ir I,• Ir 13• Ir ,r ,r Ir Ir Ir Ir 3 tT r 1r ,3' ,r I , 13' 1 1/r ,D 1/2 7 ,/r Ir r 3 2/ 12 1/2 s 1/4- a I/4' 2, 12 T - - 4 t/4' 3 03OTW11) - - 2/ 2 t 0 1/4. 4 1/4• 2 1/2 4 1/4• - - 1 1/4' 4 1/4. 3 (eINIOW) r 5• /' r I' •• a' 4 In• r r4 ,n- 4 r r r a 1/2• 71 3 1/r r 4• 4 f/r r s In• 2 1/r 4 pm r - r - a' - e• r r - e t/2 - !' - _ r -Ir - 6 lIr - r - MOTTOM) ,r -11' ,r 13' 1r tr Ir ,r Ir Ir 1r 10' (TOP) Ir 1 in' Ir 13• Ir r r la- 7 In• o r (OAP) Ir 11' Ir 13• or /r Ir Ir Ir Ir Ir Ir OWITOM) or 7' or Ir Ir 1 tn' tr 1 1/r 0 t 7 1/2' Ir 4• 0W1IOM) 1r 1,' ,r Ir tr 13• Ir Ir Ir 13• to' s (W►) Ir e• Ir to 112 Ir 4 ,n' Ir 6 1/2' 7 1n' a 1/2• 13• 1 1/2• • 4 1 4• s l 1• 6 1/4- s 1 4• _13• - - - - 1 1 •• • 1/4• a -) - -� 4 ,/4' a 7 I• { Ile e l 4• a 1 4• / Ile - - e 1/4* 1 1/4' a ^> 1T 7 , or ,r IV Ir ,r 10• It' r IV e 1 1 >e,-r TO r-rr ,r s• ,r o I ,r e , 1r • , 7 ,/2 e , Ir • 1 1 >a,�• ro r-W Ir 7 In• ,r ,r Ir o I/2 ,r ,o %1 1 ,n r ,r r I amir10 or 4 wr ,r Ir Ir 1' 13• e• 1r 7 1/r• ,r r 1 (•1RW1) Ir 7 1/2' Ir 1r Ir ,r is, to' ,1• r 13• a 1/2' 2 (TOP) Ir S• Ir to I/3 IY I I/r A• a t/Y 7 1/2- S t/r 1r 4 1 2 (TOP) Ir 7 1n' 1r Ir Ir 10 1 ,r to I u tIr e /a r 2 (•DTI°1O u r u ,3• or • In' ,r a 1/r ,o ,/r 7 1n u• 4 , : (••W7M 17• 7 1/2' LJ• ,3' Ia• O ,/2 ,r 0 1/2 1 In r Ir r 3 (W) is' r Ir Ir Ir 1 1/2• Ir 0 llr 0 1/2 7 ,/r Ir r 3 (Io►) 2 1/2 12 , a 1/4' a 1/4• 2 Tn 1 1/4• - - s 1/4• 4 1/4" 3 (WTIOM) - - 2 1/2 12 ,/2 4 1/4' 4 1/4• 2 1n 4 I/4' - - • I/4 1 1/4 3 (eDnOY) 7 I/r 3 In• r a• 7 lIr •• r 4 'Ir e' r 4 (TOR) 3• r a 1/2• 7• 3 I/r r 4• 4 ,/r 3• a ,/r 2 I1r 4 MM r _ r _ r _ r - a- - ow1W,o a• - 4 ,/2' - r -r - 5 1/2' - r - (90nOM) 7 1n• 1r ,r u• Io 1n ,r +0 1n 1 r a (raP) ,r st /2' u• Ir ,r r ,r r ,o 71Ir /3' ,r I• Ir 7 1/2' Ir Ir /s• 10 , Ir 0 1/2 1 1/2 JI/r7r r 6,r r 13' Ir IY 1 1/2• 1r 0 In• ,0 1 7 ,/r Ir 4' S (MOTT00,r 7 ,/r ,r Ir Ir o in ,r to 1/2 I , 'r • (PIP) ,r r ,r Ir I I fr • In• 7 1/2-5 I/r Ir 4 I/r (OAP)1 4' 4,/Pet 4' e t 4' e t 4' s 1 14- 0 t 4• e 1 4' 4/ 4- e 1 1' 110- a RC WMT 11 NO ANC M TYPE • 1PAC M MR ,IMYs)A710Nt RM 000 PAN s,A,i1MA • I mwm MOM ,T WZM AO MMRYA E M OWPAO AM 9Ow00 ON INK 901111111. FOR L0. LW THAN 0000 ON 10MM1 R111k= AND101 WONO IN IMNTPLI M MOM 111weN aN 2mmu IN I* PMAVAM T'Amm FOR 11101,111 OPOMU M W K NoemL wmWM ram OXIANM OR O ►ACWR OAIt. MY W LM OAR MIMMRI 1PAONO 001C11m MR STI NO" TNK ON nM 1CIOILS ANCHOR! TIN[ 1 19 t/41r tµi 1pL1 ,p. WOMRt MOMVAOW (a) 3 3 s 3 2 ,/r 1 1/2 Apr Od 3 3 1/r r 3 a ,/r 3 OWAICN.Oa MN 3 J ,/r J t/r I 3 1A 3 1/r IICRIIL �R -- -3 ,/I• _._ on ate _ - _ - _ - aw_ --- 3 1 tA1 I.M Itl tie •• SPACNOS ONLY VALID WMERN IS USED SEE AX. AS. 1 FOR MD. DESIGN LOADS k MAX. PANEL Wi E N SPACER SUSED. I /.•. TA/CON_....... POU MA 1/4.0 TAM ANCHOR M r O.C. CONo111m @I= ANCHOR • ROXJI RES. !-4 IItL.Lt e A". OEM LOAD �N�• 40 PSF OR LESS 61-6• > 40 PSF TO SO PSF 6•-2• > 50 PSF TO 60 PSF 51-10• A MAX PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS ! W//" SPACER AT 12 1/2- O.C. IN © i • i LD.• ; E.0 • I 1 i 1 t A1F21n1• I GLASS G.F To GLASS. •� I I M t/•Y.a,• E> t� _- _.- __... A r•°La _p GLASS PANEL LENGTH M PANEL LENGTH I -_- - (SEE ELEVATION 1 1 (six 0XI,WwN I • wk T ON SHEET 12) s ... _ ON SIIEE'T 12) _ �'L TO B TO 01 L/2 1 1 i + , ; ; i I �■J r 1,- IL 0.0 410 Vr 00'I 1 1 L. I 1-�-S 7 - TAPCOH � TAPCON� 1/40 `-"ANCHOR r O.C. LOUT POLYIEO CONg1ETE OR C01Nl3MTE BLOCK REOMREO. /1•s ANCHOR • r O.C. ivat" POUR n CONCRETE OR SLOCR RE°IIIIIESMGM R-IB WALL MOUNTLM WALE ,1 Aaa TTIE '++'• ._ TTW'6 a UPPOteM FOR 1M'M1WLaM1M on Roo° FRUK smao w LM IW ANCHOR L-OAS f MM NwILMN MIME ON MOMOM Ow 3 •�/.IP•M P+J 3 on astva AN moicm ON THIS SOHmuL rOR 11,0. L M THAN /POTTED ON 1IAE Im OMlw2 MOMfFAnM •nwo,W ,MW BATS PU 3 W WATKV M voc"O MORN aN >L 4MU IN INE "MAMMA FACTORS A■R ms ■wIa NOW , ,/r -- - 2 1/r _.__. _._ _.___._ u -----_-_ Y, ._IM ft t IM OPOW101I W K FOWMA. REDUCES SNCNO os1ARE0 MM ACWn OWL Nor a2 LE16 THAN 1wILMY M61K /�Im FOR EACH AIw110R 7NK oN TML eocOUE __ _ _-._ 31 i 1 I 1 Q � 1 H I 4�l-a,• T- Rik q ! f 1=m .7 '_ � 1• ll 1F PAIL L (SEE GA ON SHO 1 I 1 I , 1 Q i i I tyn -- 3 I I s1An PCON S e• O.C. KWO CONCRETE OR BLOCK FAUMES. _j 1(yile"M M,� T�yl.•,. : TAPCON R•rO.C. POU MD CONCRETE OR E BLOCK REQUIRED. INSTALLATION DETAILS INTO WOOD " FOR UFE SAFETY STRUCTURES PANEL HEADER , .:•!, yp0p HEADER I 11'w TAPODN , Y4 TMOOtI ANCHOR M r O.C. . I • I• O.C. 2 2 Q _. MAIL--, 1 , I I , i 1 MUS I on mm Y 1 UAf 07r-4) Ex1371yG•� I,I MAX MAX. PoRoa LENGTH N 1 (SEE E"Ift PANEL UDIM (SEE comnom ON SHEET 12) M Sow 11) It 1 TO GLASS, j :•-IEPAMTION- Y 1 I , L/2 NAee. L 0wKoe 4 - ■ 1 - -- ; rN' I ll 1 I mOt D 1. !}1 Ili PLATE 1/4-0ANCHPANIX TER S 0.0 2-A_ tt LIMO MRED 11 ` I `. I 1E PLUS 1/4-0 PANIII IS 12 1. 7 ALTDOWIff V,��� •. 1l ARE ONLY VAUD FOR LU1fN1 MAX, 1. NSrA1 lNg DESIGN PRESSURE RATINGS (p.s. AND PANEL Q 44167 * STATE OF ;• f lOR FLORIDA BUILDING CODE Non High Ve NurrkOm Zest am "Am 4e 24 GAGE GALVANZED STEEL STOMN ►ANEL WAN Wn — tl/I7/SHIN ----� �IL E C 0 Inc. � �a �• 111. IENGiF15 AS PER ELEVATION ON SHEET 1t 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S461 F� / NaIN AN N sT1e, s 0"Now-em 20-173 MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NIWI ( 1e4. Na"�,-' Pr i'M MINIM a1gIwIY n'�'1•. Pe_ 1fN./MM,IPW/00[ TOIOAMIN'k_ PL �e1M y y Qi _f__ _ cu t` O cc::))- O C cu -a .CD � cn cu 0 Cu O W c a o LL p 3 ;> .� E 0 cu 402 Q F— -0 . C Cn Q a z z W J \> O 0 0 M N Q Q m a V c i c ^Q) W N W C cn Q Q U F Q) >0 (D ILU c>0 �J (3) U) cu O CL U v cu O L) (D cu W w Q Z Z Q J a SHEET NO. SH 1.4 18, /is ANCHO" SECTION EZI A, ALXNA'rr4 MIN ON $MEET 18) trI OF -1 MAX 3. 4 • MAX. PANEL LENGTH 0 400 P.f. 1 IA. OVIULAP: ; AFI sox OF 'L No P_Jj.Jj_ L J-Izf-LJJILL-J-J-LL-J-J-14.L-J-I-Ll.J -1- - -t I A, _71 A A SEE NOTE 4 ANCHORS TE 3 --(SEE SECTION at A, ALTrwArrit Eve, ON SKU is)-­ IW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL M SYSTEM UP `1 x" 1 Lei ,, wwo aENGINEERING t ENGINEERING EXPRENSO PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17869.1 - R2 EX Project Number: 2031543 Product Manufacturer AN American Shutters and Ohm MenulacturerAddross: 1540 Donno Rood Vkd Palm Beach, FL 33409 Product Name & Description: 249a Galvanized Steel Storm Panels Large Missele Impact Rosiolaud Scope of Evaluation: This Product Evelustion Report is being Issued in accordance with the requirements Of the Florida DoWmaiNt of Buskms and Professional Requilwon (Fiadda Stilding Commission) Rule Chapter 010203.005, F.A.C.. for Statewide acceptance per Mothod 1(d). The product noted above has been tested "or evaluated as surnmerrized Earroln to show compliance with the Flot Building Code Seventh Edition (=) and is. for the purpose intended, at lefierl equivalent to that recithrod by the Code. Re-evolusban of Oft product shall be required following Pertinent Florlde Buwft Code nwd#mbwm or rows1mg. Substantiating Diets: A PRODUCT EVALLUA71DIN DOCUSE11M EX drawing 111120-311543 Not! '24go Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)'. Shoals 1-5. prepared by En~rg Exprefin. s(gnsidl A sealed by Frank Sonnordo, P.E. is an integral W of this Evaluation Report. . TEST REPOM Uniform sftk struclurol Performance has been tested In accordance with TAS 202 toot Standards per test report(s) SITT-ASGA 7-001 by Slockwalor Testing, Inc. Largo missile Im"d resistance and qdc loodling performance has been tested in accordance with TAB 201. TAB 203 leg aFtifinderds, par test report(s) OBT-ABC-1 7-001 by Blodrivater Testing. Inc. . STRUCTURAL ENGiNaSflM CALCULAMONS Structural engineering calculations have been prepared which evaluedfir the product based on compsnotiver and/or national arro4rsla to quaft ft following design crltfifids: 1. Maxinvurn Allowable Spent, 2. Minimum Allowable Spero 3. Minimum (Man $operation 4. Anchor Spacing 150 SW 1211 AVINUN SUITE 106, DEERFIELD BIRCH, FLORIDA 33442 (954 ) 354-0660 1 (866) 396-9999 TRAMOENGINE! RINGEXPAtSS.COM ENGINIfRINOEXPRESS.Co" LAST PANEL(3) TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO K INSTALLED FROM INSIDE OF STRUCTURE. I NOTES : (1). U&M % V ; E-Z HANG STORM PANEL SYSTEM C W 20+ Cont. TRACKS TOP & BOTTOM. (2). END PANELS SMALL CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP XT.8EPROMIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4"0-200/4' M.S. Er/ 7/5"9x3/32' WING NUT OR 1/4"0.3/4' Mil. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED To BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECT" OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 m.p.h. I ENGINEERING Page 2 of 2 All American Shutters and Glass - 24p Galvanized Sted Storm P"s No 339E Increase In almeWe stress has been used In the design of Oft product Sopfifindlon from glazing to not required for Installations outside of wind zone 4 and essential holubes- Impact Resistance., Large, Impact Realfilancor has been demonstrated as evidenced In previously listed too report(s). and III Recounted for In the onghowinhi deep of thile pro". Wind Load ReNstence This product has been designed to toolot wind loads as IFxksINDd In Me Soon schedule(s) on the respective Product Ev"on Document O.s. engineering drawing). Installation This product shatill be Installed in send compliance with he respective Product Evaluallon Docuniont (I.e. Engineering drawing), along with all components noted 11haret Product components %hall be of the material specdecd in that product's respective Product Evaluation Documfifird 0.9- engineering driaving). Limitations & Condftions of Use: Use ofthis product *hall be in strict occordor" with the respective Product Evaluation Documord (I.9. angnearing dr*AV) as noted heroln. All supporting host structuroo, shall be designed to roollot 95 superimposed bads and " be of a material bled In this product's respective anchor schedule. Host structure cm&Mm ~ we not accounted for In INS product's respective anchor schodulle shah be ~ad for on a e8e4pecift bale by a registered professional onghear. All components which are pormeneffitly installed and be prolected s9elrod corrosion, conteminfifillon. and other such damage at all limas. This product has been designed for use within and outfidde the High Velocity Hurricane, Zone (HVHZ). Frank Bernardo. PE ENGINEERING &PRESS's OPE0046549 I Cert Auth. 9885 160 SW 121" AVENUE SUITE 106, DIERFIELD BEACH, FLORIDA 33442 95 4 ) 354.0660 1 (866) 396-9999 TFAM0ENrIPFIvEiX*GExPREss.com ENGINFERINGEXPI119S.Com - U-N M, U. ME N, h T TION I110- Alm, _wll irr., rIWL n, vw T� ........ .. T_- T, "Ift A.- r IAt VJ LaiIVN :Arid r if ^T r" j It 1 7 7 1', �LQQO' IV H-R JR:_ afl 1-1116 :l, n it-J. 61 "W" Nov., Kmom i:ALLRDUNT$CTM Nl M () In . -i- 111;V I i _j LAI' IT Ck, lit 1111P (Mit X�, 0. T 1ir.29`3 IAjJV`4:, co 20-31543 ;0 M. ITT _m it, j in . ...... ii ­­AE nININ INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES 0.1Am TAPCON CONCRETE s imaumm. O.C. 1/4-0 TAPOOM 114.1" NO HIM TEN 114.1' WIDE {WAD TEX OWIM- =om 4* FROM So" 0 4 FROM ANCHOR 0 12 D.C. (6EDGE OF EDGE OF (6 /2- "'i awn N + a N � t%2• a... 1 1 3' I ran ZET944 To GLASS. Pop TD :j� POP mwt MAX IF 40M0 PANEL LENGTH 40 PANEL amm fill, SEPOMTON - 30 TO GLASS. 11 I TO GLASS. UMESCRED' OF SOME 0, -V THUSHISCREW V ANCHOR 1/4*P TAPOM ANCHOR 0 IrO.C. IT comelim BLOCK REOUIRm W "k �Nr %UC-T 10 z I AMINNAME 121W SCALE 3/8-1' SCALE 3/8-1' FLORIDANUN BUILDING CODE (Non High Woelty Nu Icon* Zone) MIN. PANEL LENGTH 44 cam ram m 24 CAGE GALVANIZED STEEL SIGN PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX DESIGN SMALL BE 2 -6" U - 40.0 p.s. f. A PRESSURE RATING +/ STATE NMCTM PAMICIISS. U.C. Bart. j PANEL LENGTH. 11LIECOme. GLOM 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD [2, •ALORIO to, 61 sym =I. 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFX• EM FAR, (w)"F DENSITY OF 0.55 OR EQUAL CA-comytt ell,. _00." Mli P.C. 2= rMq I ow is or to ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP, to PANG SPAN) - TOP MOUNT (CONN- TYP. TYPE AS RMD) SECTIONS OPRO Lie -STITCH BOLTS WITH WA5MMD WINGNUTS FASTENED 0 T_ OVERLAPS 0 MUDSPAN (USE ti� N APPROPRIATE SPAN TABLE) PLAN ficd r V Ft BOTTOM MOUNT (CCNI TTPE M RMID) MAY BE AT 1 1 0.375' a BOTTOM TYPICAL VERTICAL MOUNT ELEVATION ELEVATION TOP MOUNT [CONK TYPE Lylax QI PAN ABOVE LIC71ON) IDQ70M� rc TOP MOUNT DESTRUCTION (LOCATION MAY VARY) BOTTOM MOUNT (OONN-/ Lmax MAN BELOW TYPE AS REQ'D) 08STILUCrION) PANELS MAY 1111 NOTCHED AS REQUIRED ONAL Y�'-20 STITCH DOLTS WITH WOMERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED 0 SPANS ABOVE & BELOW OBSTRUCTION N OVERLAPS 0 MIDSAA tUSE , &PPROPIUATE SPAN TABLE) VERTICAL MOUNT ELEVATION /-2-N (NOTCHED PANELS) \-I-./ NITIS. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINA STORM PANEL SEPARATION FROM GLASS IW14L WIND ZONE 4 ESSENTIAL FACILITIES) MAXIMUM DESIGN PRESSURE (PSF) ALLOWABLE SPAN LnuR INSTALLATIONS LEM INSTALLATIONS GREATER I THAN 3WAIDOVE GRAOt XDJ IWO BE Ii, 2jfi P, ./�Js 30-0 1. 6.06 1. 2.261. a 06. 236 130 D In 6.06 In 2.1::" LIDO. GAS in R • SS 2.15 M 4112 1 832. 6,09. 2531. • WAN 5(:HWLIL,t N(JTtb: 1. ENTER SPAN SCHEDULES WttH ?lB"ttVE 0 DETERMINE MAXIMUM ALLOWABLE STORM PANEL $PAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSLITIVIF LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS, a. 'PANEL FASTENOW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('r-YRACK. STUDDED ANGLE, ETC.). USE 615' O.C* PANEL fASTENER SPACING TAM VALUES FOR ALL 'W- AND "W-HEADEKS (INCLUDING BUILD OUT CONDITIONS). 3, LINVA INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO M PROTECTED. 2. SCHEDULE IS ACQUIRED " USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD 3, LOAD. INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN AFrM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGNI DESIGN NOTES: SCHEDULES POSITIVE FOR USE H THIS SYSTEM SHAUSEDETERMINEDPER SEPARATENGINEERING IN RDANCE WITH THE GpytRryl(yf'YCHAPTER I PIR RE I fASN IN W1 H 245MJ 1609 OF THE FLORIDA BUILDING CODE SMALL BE LESS THAN OR E POSITIVE OR N� E D "' E r PRES211AL �?kUag LES fi� HEREIN UPENPACT OR ANY ASSEMBLY AS SHOWN, GENERAL NOTES: 2 NO 33-%2% NCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFT", 1 31 THE ARCHI 41NEER OF RECORD FOR THE PROJECT SUP FISTRUCMIRTM WWOWHICKTHISOINSIGNISUS SHALL e I ED T4,LtC=PONS11LE FOR THE INTEGFUEY OF ALL SUPPORTING ORTI _ TO WHICH SMALL 11 COORDINATED BY PERMITTING CONTRACTOR, Se PEC L'.. - -.- PARAT Ai L HNEETATODEVIATI! ON I IT H SPAN CALCULATIONS MON LOA De" TI - - ".Z. R CONTACTTHIS INGINEIlt FOR ALTERN C U LAW1 S AS MAY It R s. rHVsAs1WDrrAiLeD mmew Is GENERIC AND DOES NOT PROVIOt INFORMATION PDA A SOCCIFICSIM PO "tOplic, kIL413 HIPSIN, A &S LICENSED ENGI NEER rK1101DITIONSDIFT0 NOR OR Re ARCHITECT SMALL IN EPARE SITE SPECIFIC DECLINE FITS FOR USE 14-TIAND CONJUNCTION t"It" THIS DOCUMENT. 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 11, TOP % BOTTOM DETAILS INCIPIN MAY BE INTERCHANGED AS FIELD 00"DI&ONI ICTATlilaMIYI.IMOIINTIDVIIIIII'-�I 01, N REE AS ii, ,I ! CONCRETE C . . AN . TO "I&IFLACKILD CONCRETE OID Y. INSTALL ALL CONCRETE ANCHORS P Eft FAR FACTURIKS M EMDATW8, 12, THICONTRAMPLIB REENO IDLE TO INSULATE M FROTECTALL MENDE Du PER T 'T I,, 4AIRSEANVINNED HTE`1V"T0V=VN1TXTTW EkGNAS SHOWN ONLY, USE ,%TH15SPECIFICATION BYCON7RACTOkW,.L POCMINIFICS&SAV OWTtOrffl!fii NCLUOING L ED Ap" IE E RE JL IN FF%M FADRICATIONMAM ARECT104 CORITAILICTIOn INACTIC. DIYOWD THAT WHICH FROM OVVXA;P;STOF TlIES PLAN. 15 AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I., ALTERATIONS ADDITIONS, OR OTHER MAIIIIINGS TO IMM DONCLIMBINT ARE NOT PERMITTED AND IN DATE THIS CORTIFICATIOW PEk I EVERY11 US JIVik a I'M., 1.1 HE I.DIMG "HUM PF (t) LABEL VISIT ISCAI-C.1013116,113 rml MaT MINIMUM UWWASLE SPAN SCHEDULE way . TRMh IT sal Awe (fi" M-" W 2r II. OF"~ Ar' alr JO` zr.11� M a" Row IT" ft A. PARIS SMOWN Natit Ma .1 Mi "ADD ON, -1 01 MOVitn"a _"A%x MISFacrao ive mia.MYTHo I. WMEErvILM"a"its-No, V ra ", wow, MOVNDVMG PROXAMNal RROMOLASS SlAii, Er".."Aft I, Sfell . PANELS MAY SPAIN 0SING ONE (A) OF THIS OV11DRAL tOP Oft INDITOM QOIWAN FDA OftwRIG (Pat ait .. L Normal - MIxAmma :0.01noR vIDIRM IN Hm IMAMuNt 1OPTIONAL INTERIOR FASTENING DETAIL L N.T.S. I044,91 AAAI M =EGRESS PANEL DETAIL FASTENING U 9 flu at IS UJI t5 I 2250, DOW, t-2 250- OOSA. :2190" 2.2 .004* -0,094' SAY- to 18 GA 1094" AD �: 094' 0%. TYPI TYP § T 4 062, 062" z__ i.93D, In.. %.062- T-0itt NA MAX 3 390 250- -4 2,000'1-- 2,000- 1- TYP, W IV's I I'll YIN FaADER &V ffAgL gIRJU=2UT V HEADER vAX 510 Eric. 0136 6. 0; r C.O.- 12.500"PAPIEL COVERAG 'Wix, ol- . 0 390" c 4t S 0.25-0' cowl I j * f -14.075' PANEL LENGTH O.S EGI 7 NX Is .085, TYP. oc, 7LO" TYP. E-14 0.376'.:Ip L4 DL`RCCTION 3 ==W=L_ MAY Mir 1.000 So t ON ;2 1W D_ nnA OVERLAP i T r $4, MAX 7, CONNER. O.D.WRE DITA.IL Z "MAX.. A oaw,j ^-.Ir MAX. MAX.. LU BUILD -OUT - ,z " 1, / ?1� TIP il- f WaIJIFI, lil,lm DISTANCE I . , -T, 1,00" .-,l ­­W M_ -.1- 1 W_ 10 1"- 111; _.xj. EMBED 1.000, NO. 3020- 1­1 OVERLAP 25' MAX. HIM -1-1-111"..- ISS111 1.500 MIN. come% CNITS I DEC) 0 0 N VAT�LOMIPAPV& All I I ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS 0 12. S' D.C. 2.3" PIDGE DffiTAN 14AX � AR -OR, FBI&== TYPE (PWI SAM UP TO 6`-.- Sit UP TO C-01 3 UPTO10-101 Coon rrre CI C2 C3 C4 "O"M Type 1:1 C2 C) OR CONN ly" C2 C3 C4 Y/-14* , I-71'r CMDM 11 01PIALT U LTRACON 41 40 ELF, 16.01, 1+.7111 S19" 12.51' 26.01110.21116.0., 12's- 16.0. 9,1. 6.1'. 12,91, 16.01, 11,11" 90" 11.9' 16.0" B.Z" $.S" 12.5" 16.0' 91' S.5" il.V I $:.Or t D:1.411 P.r 6,61- 8.3' 11.51, i2j" 601 16.0" Fri., SA- &A- 5,4' 12.5' 12.3-- 19.0- at' 16.0- a$' A" S.4" 12.5" ISO* 8.1" 5.1L.AILL&L 8.1. &A' If ' Is.". &I- am LLTRACON 52 7z jff�apt J&tr, IM.D. 11 5,� 14.0., 2 tR _12-4 13,4' IC.7" ILL. I V UL I Z.O., -iv iz.r sea, ICT, 117, 22.3" taff- 11.0'. 18.0" 11.91, 5.3" 12.rl 25.00, 11,01 IIS-1 24.01, 71-r 77"­7�V la ri Scat, 21 r ox 1&.5" 14,01141.911 9.31' 12.51, 16.01 Its" Rx, 33 41 44 Tz i2.!P' 16.0" ISO" SO a' 111" 14.0" 1! 1' 1] 4" 12.1" Id.D' 14.0" 11.9" 121y. $Ca. 1&0.- Is,&- ill$" 19.01-liz.611 10.81t 12.q..- 16.0- 12.8" 0.7'' 12311 1ML 16.01 Ise' 10.01. 14.41. 11y, 12 T, Iz.51 11311 16,01, 14.01, ILI'� 1111 S" ILL 41. E, T, 24111 16.0" 11.311, tell 12.r 10.61, 10.411 12,5" 16.0" ILT' 10,V' 162 .51, 9.01160"16J)", I 4.0" 14101. ijjSr a 12 I'D, -;SIG,.1i 32 . T 7a�w ILL iia" JILL 5" 45.5, 2.5" WOE DISTANCE 40 SI 77 33 Sz 0. 6.251, CIT, 22'r, MI- 24.01-- 316.7 251, 12.5'. %Dr. 31, 6.ZSI- 13.4" 5. 2&1' - 0.25: is.&- 10.0" 4.2 4.0" CU 11131' 4.j:: f0.7• 41 1/0, i.,/w m­ n,ti, as. TWON 41 A 32 11W.- 10,7" -A" 1 4.0"1 6 IS' 10 7" 4.2" 4 D" 1 _Krv, 1.E" 10.7" 4.1 1 4.01 0.25" 10.7" 4,1" 4.0" 4A" &IS*44" 33 . ...... SOLID SIT +1 40 pldsalP 11 izr IflO- it IN IZX­ 10.0" &1" ?. St. ia... BY" ?-a,, 12,5' Ij.q* I Lx Tr- 4. 3' 1 12's, 16.0" 9. 6.0" 7.7" 42" 12.5" 16.0- 7.7- 6.2" 7.7', 6.2" 1215- 16101 717- 6,2.� 3J­l 4/1' IMINO 3) .11W.9 41 441 5z 72 12.5- 76-.0?' $A' 540- G�ZT' li.V' 4.4" 4.1" 6,1$" 10.r 4.0'i 13.7" IZ.r 23afa %2" 4.0- jamL: 9.3- 3.4- 3.3., CM 11.5" 4A" 41' 6.19- •2.z.. 3.9- 3.3- 6..5, 6.251, in "' 4-1" ". , 1. 18* 5,25" 9r2" 9.5" I'll, 3/4- Mal! DUTAPKE pRoMlig (IRSPI vitAimm.'sil "PA, it al Vmmd nm CONNITTIRK o'st Tot CS C2 C3 C4 CI CZ C3 CA cons Type Ci CZ C3 C4 33 I.I­W 41 48 AS T2 iz 16, LI 160" ISO" 7.5- 12.F' 16.0" 14.7" 6,0" 12,T* IS.D" 14.7" 6.0" 2. . 4 ]ass 14.7* S.F' 12.5" 6.0" I2.9" 36.0 16-0" 14.7" SO' 14.7" OD' 12.5" 12.V' 16-0- 14.7" &Z' 10.0- 14.7" 5 0". 33 ­Osc,tsw 41 48 5z 72 12.51' 3610" 16.0" 10,11, 121y, 16.0" 11.11, 7.0, ]I 5' 16.0- 10.91, 6 27- 1".. 54' 12,5" 16.0" 9.7* 5 Mr 12.31, L2.911 ;:�- 11:,3. 36.01, 9411 0�- IXT 5.4"112111 IC011 TV-S, r 01.1 3.11. 9.61, S161 12.V* 12.51 12.5" 16.0- 9.6 $ 25.131 9.6 5: 0O 16.0* 9.6 S. 110 . "AID14'D 33 TAP DAN 41 49 11 La.571 12.51 14.011 16.0* 14, 1 ILA 12.5" 12.5- 12.51, 16.0" itt 16,01, LI.S". 2 .13, 12.Tl 12,51. 1 16.0* 10.2"� 16.0- 9.2- gaial 12.!r IC '1016' 160 9.11, 1219" 1zlir, 1610" ISO, 9111, 9. 1'1 1 1: I : ::I Viol. W NNBW 33 .11, 414 K.M`I 41 WOOD Su$1101c 49 51 72 LZIT, 6. 1 a, 1- 1 U.Tl Isty, 7 a-, FFF zi-: L21511 15.4*1 5.01, 6,2W' ILS" 72-s" 14.2" 5 S" 11145" iz-F , 0W. 2.3*, 44?.. 12. 05y. UZ ANCHOR NOTES: I. ANOIOR SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE' ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, 2, ENTE0. ANL110R 561EIX)lE BA9lD ON PANEL FASTENER SPACING, TH! !%1STiNG STRUCTURE L, ANCHOR f SELECT DESIGN LOAD LOAD ON SHUTTER AND SELECT SPA TER THAN OP. EQUAL TO SHER UTTER SPAN.SeLeCT CONN;CTION TYPE BASED ON SPAN MGAFTAE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENn FICATION OF CONNECTION TYPE). 1. *PANEL FASTENERS" AM STUDS USED IN COP41 UNCTION WITH ALL MOUNTING EYMSIONS (-r-rRAcx, STUDDED AW.Le, ETC.). USE 6 25- O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL "H'- AND *U'-HEACeRS (INCLUDING &UtLDOLJT CONDITIONS). C AN SHALL Of INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTIM COO ROM FINISHES WALL FINISHES SHALL Be UNITED TO 1/4" MA%OR SHALL 9E VERIFIED BY DTHERS TO ADEQI,IATlLY TRAN$P!R LOADS TO HOST STRUCTURE. B. CONCRETE ANCHORS NOT D HELEIN HALL BE M DDW TO UN-CRACIOD CONCRETE ONLY. 91 WHERE METING STRUCTURE IS MOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD Vipiff THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW WE OF STUD "AWNS, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2' X 4" (ION.) WOOD 67UD ff EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD 6 TUDSHA BE-SOUTHERNPI - 4-0.55 Olt GREATER DENSITY. LAC SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. lit. REMOVABLE ANCHORS ARE: OEWALT PANIELMAI-r, ALL -POINTS SOLJOAffr & BRASS BUSHING. 12 MACHINE SCREWS SHALL HAVE I72- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND HAVE HER A PAN TRUSSA= N.O. MAY EITHER "Mr WAFER A Zttitl 13. MINIMUM EMBEDMENT AND EDGE SIWUCOO 0HITHNIOW 14. 17 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 15� DIRECT MOUNTING CONDITIONS. to LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. Cn -Cu > 2 o 2 CM Ito -.b.- 0 -0 (D -a-5 a- Cn - - C= 0-0 = co 070-0 itt - Fn C 0 a 2 ai. M2 a -2 a .0 LI.M. 0 > Ln -0 E a) ., 2 0- CU CG _0 C/) ca. < CIRO A t- 0 _r ce) C) ew XC\1 0 (N 0 0 -0 0 CL) > > E (I I 1(,:) (0 C > 0it > 1D_ I.- SHEET NO. SH 1.5 , s 0* .1,