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HomeMy WebLinkAbout6744 Back Forty LpI a i t ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV orAbv. Above FLR or Fir. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A. H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALT or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter Sc Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height St. or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lev. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W, C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdri. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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 FBC 2017 CODE UPDATES & MODEL UPDATES 06/01/18 4.1 REVISED SGD, LANAI & WINDOWS AT REAR 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE a F-7 F----] El E] E-1 E-] F-1 Ll L] El E] [-�] F-1- i- ] 00 El E] E-1 EJ F LENI'm /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 PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 4n cam.. ® W C 1C C�7 N m ev � SC C N tr o sC CIO a u w + t iM sn N �✓ ..(� Ln Ln i \ 1 ,Uo, .� 6 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. 9) 68 R U LQ 0 cc LLLL LL 0) �criLL LL a a a S MLLLL a ' 0 13t C 8 0° G I.-H W ��rn d k Z rLu z 9 V Z IL IL 0N Z �� ao❑ W U z a z G U a CM — N to � t'O LL, U 0 8 Of �N � U 0 o � M � O W IJL s� zp °° g }m p M w= §8 z® 04 U Z S V U 4 H O i- ro _� a y C zzoo S$ tiLL ZM� m j g }a �2 F O U W m aw0w �� Y J �O IIIIIIIIIIII� 4t w" ila J �C) �L O ui M M 0 N L r co r a- N g N a' U) t V V) LL®y O M C)00 m N LO (0 lot T Z Z Z c E T � c d C cc U ¢ � JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. C S T t 7 J 5. v 3 V 3 3 3 V u 2 s c L V V a 2 J v v F 3 2 V J 7 t u 3 0 0. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES - I I 24" TOWEL BAR � w ON WALL ABOVE TOILET 7 MEDICINE CABINET 60 TOILET PAPER r HOLDER �t Q 4 MN o� LL tv � MA b fV 0 60 TEMP OBSC b 60 0. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL b VARIES PER FLR. PLANco r24 Lo e LLL < IL min 8 L CO LO LO CN LL O C14 0) SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD SINGLE TOWEL BAR IN ROD TUB OR SHWR. SHWR. VALVES = io SOAP ro J 5 DISH U in Ln t? § 9 M UB BATHROOMS, SHOWERS AND TUBS TYPICAL HEADER HGT. 1� C{ 1111 � Lem- I -1- KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE 4 CABINETS: oQo 0o �1N n 112" GYP BOARD- CLOSETS / LAUNDRY SHELVING -^ vvISLAND COUNTER CABINET BLOCKING 11-4"Xl'4" "L" SHAPE CMU COLUMN ■• -•• - - - - - - ■, LANAI ,■ 8-8,FLAT CLG. A.F.F. 9'-8" 10'-4" 6-0" 0 o I I J TYP. @ AC PAD ;0 tO I I I E S6 2-STORY O BT. 1 6068 SGD I 35 SH ALT r��7,BRKFST.'AC PAD'-8" FLAT CLG.. iv TILE 00 DINING • 8'-8" FLAT CLG. CARPETCO N • • = 2068 BF N J S6 7I IM I 7-o TYP. @ N ' 2-STORY Y T W a 01 I 0 0 I 11" GREAT RM o 3 x I I T OY O II r 8'-8" FLAT CLG. CARPET : z I I -KIT. 1 $' 8" FLAT CLG. R I 1 'TILE I PLUMBING LINE I 5 4 '0" 3'+0" I "I 8'-4" 2'-4" 4'-4" • o TO SECOND FLOOR -I LL I I M (3) 2x4 #2 SPF 1/2 WALL STUDS W/ Q�) - (3) OR RAILING U I I 16d NAILS AT PER SPECS • o FLOOR G.T. A 2 1 tq I 1 I I I II I I I I I IUP ', , A I I 126�8 I I fD 2d,� �' I I BF I I 1 I I I II I I I I I I I I �/�/ e D •-8.'-8" FLAT,CLG, I 1 I I TILE!; I116 I11 1 h 1 2 11 1 I I I II I I I I OPEN 1 I8 1 1 116 I I I I 1' TO ABV. 4 S3 • SHEAR WALL ��� E FLOOR G.T. - (3);2x4 #2 SPF'I " STUDS GE OF SLAB 2 W/'USP = LU H W H B YOND WALL HTT16,@ BASE w 6'_4" 4'-5" T-T' 7-0" 2 0 � BUILDER TO PROVIDE Q FOYER >- 1 W APPLIANCE PROTECTION S4 C 8'-8" SLAT CLQ. -- w o ? WHEN REQUIRED PER FBC H1 O S3 TILE -' m p z W/ USP L TA18 STRAPS • • J I- CL (CENTERED) v WALL TO EACH SIDE OF I FLOOR TRUSS I U = I I S6 - -J = ABOVE @ 16" O.C. U) I I v " TYP. 2-STORY �U W � GARAGE w� I U) m I > w V-8" FLAT CLG. A.F.F. . 2 0 cc I LU I N U "~' • ENTRY ' ' 00 OP I Q W 8'-8" FLAT CLG I I I ii> Z �: FL AFF I I A-------------------------------- II I I CRn S3 I I I I TYP. @ I I I I SINGLE • I FLOOR G.T. I ■ -------- -, STORY • - - - - - --------- 1 j 8"x16" CMU COLUMN I W/ 6"x12" ABOVE I 1 12"x12" CMU w/ (4) I K INTERGRATED INTO I #5 VERTICAL E?HB I S4 TYP. @ WALL W/ (2) #5 1 io 4 I GARAGE VERTICAL I Cl)- - - - - - - - - - - - - - - - - - - - - •• - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - • 16070 OVERHEAD DOOR (B) OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 +26.6 / -33.5 GU SEE SN SHEET HH SEE SN SHEET NES:140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X38J 18JX37i S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20 X 63 181 X 62 J S.H. 16 20X72 182'X71 S.H. 11­12 271/4X26 26X25 S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 1 X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 1 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 381 52 J X 37 $ S.H. 34 54 X 50 1 52'X 50 S.H. 35 54 X 63 52 3 X 62 � S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 WA 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 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 FIRST FLOOR PLAN -B SCALE: Y4"=1'-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped With solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable Windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable Windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated Within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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. I 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 SECOND LIVING 728 S.F. 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED ea +d[ c CO 4? N V1 .� N .0 N y O J Q N � 6: N ai � c E w n d o . u a, c to � A G .ts H c E � o c% Q N 0 c14 i _o � 1 To the best of the Engineers knowledge, in rmatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signatu 3/4" PLYWOOD DECKING FLOOR SYSTEI 42 21111 SIN T EE CONT. HANDRAIL RETURN TO - IWALL DETAIL. ) SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/1611 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING 1 TYP. @ D2 CORNERS USP MP3 CLIP EA. STRINGER TO BEAM/ -- - FLOOR SYSTEM TYP. 16 15\\' 36" H. CONT. _ 14\�, GRASPABLE I H1 D2 13 �� RAILING (A) 12 `� I I 11 .10 " 'I 3 1x TREAD 10 i = 42" KNEE D2 CO (TYP.) 9 i �ocj WALL WITH MISTAMm. /36) 1 x8 CAP & STRAPS @ STORAGE 8 fit- BASE CASING 60 UNDER 7 STAIRS s A 2x FRAMED 5`\ , i TILE O 7' WALL 4 \ j A.F.F. 1 x RISERS 1 x8 CAP & s CASING (TYP.) 2x FRAMED (3) 2x12 2 WALL STRINGERS- 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ H1 6 N 2 161111o.c. AND 3" FROM EA. END. A DRYER VENT TYP. STAIR SECTION THRU SIDE WALL JJ SCALE: 1/2" = V-0" X I SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMIN( (2) 2x HDR. REQ'D @ EN[ LANDING FOI STRINGERS - CONNECT TC HANSON BOX @ 36" A.F.F.- WIRE SHELF 81 @ +54" A.F.F.- PLY SHEATHING OVER J LANDING ATTACHED PER S6 GENERAL FLOOR TYP CONSTRUCTION NOTES U.N.O. 2x8 #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/USP D2 MP34 OR LUS26 HANGER ON EA. SIDE SIM. W/ (1) MASONRY OR WOOD WALL, MSTAM36 SEE PLAN STRAPS @ BASE 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 o MASONRY WALL) GENERAL LANDING FRAMING INFO. - SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 125-0" I I H1 I I6 I 125 H� B 60" X 36" GRESS * SHOWER o FIBERGLASS -' - -- SURROUND 4pq r1TR Q. BAT 2668 2068 8'-0" FLAT _ G. BF iTILE 3'-6" - H&Iim - R&S - I WIC 0" FLAT CLG. -- 20684" I CARPET iACCESS, 10" R&S o T BA 2'' 00 CID TB `ce IT-0!'-FLAT CLG TECH CENTER 613 5068 BF D. IIAUN I 8'-0 FLAT CL( TILE ini co00 757. CD 7 N BEDROOM 3 8'-0" FLAT CLG. CARPET H1 0ED23 J p TYP. S6 G7 N.O. 25 H EGRESS* OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. o0 J'-6- BEDROOM 4 8'-0" FLAT CLG. CARPET 1/2 WALL OR RAILING PER SPECS -12668 11,4„ �\ I - ;441 G.T. - 11'-2" r U) BEDROOM 2 8'-0" FLAT CLG. CARPET HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP, U.N.O. Wto � w N 6 D2 2668 A - BF H1 EGRESS * EGRESS* I 25 SH 25 I © 9 © 14)0 2 22 39 I 0D1 D1 JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I I L----------------------------- ________J PER DETAIL6/D2 5'-10" 5'-10" 6-8" 6-8" 18'-8" 64" no SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 (E +26.6 / -29.1 �F +26.6 / -33.5 GG SEE SN SHEET i"" 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 184X25i S.H. 13 20 X 38 3 1812 X 371 S.H. 14 20X508 18�X50 S.H. 15 20 X 63 18 2'X 62 2 S.H. 16 20X72 18JX71� S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1 H6 271 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 J 36 J X 37 3/4 S.H. 24 37 J X 501 36 1 X 50 S.H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37 J X 72 36 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 5212 X 251 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 2' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 Inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 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. Ed. 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 -B err a e%J o w A � C a y. r� c <a C> C' N /0 O a w o as 4i N fv da 0 >E== o� u ^ -:Zr 3 M roW-0 u am d c am M A c m o .E CM 0 N LO 01 Aiz To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a r $ $8 N V 0) O d +►LLB to tAt� i w W r04i0 ryas T. J _ Co i? � p *cto W ip w = IL MZ CO 0 a Z to O U ❑❑❑ W 0 z � 00 Z W W 1 z D 4CD *U o O w a (N C�- N w m S i c n Q - o `; ° (d p N O r Q N Q c wLL z® S E � Za� ro i ° �$ ��o a' c <o �gLL m� �& Z55_ � J ab W «V//i�� p S a� 7U d z K M v ~ zl< a Q 0 3 J �C:) > Lln O C, c� L- T_ Co r 04 a g LO N Q m o La i M ro M p .i� 0° o Ln CN r 4t, O E TT Z ` T M a Q p J JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. 1.2 I r 12 5.0F FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.. HDR. EXTERIOR PLASTER ON iloo FRAME i c 60 FLASHING --------25SH--------- 2ND FIN FI R I ��et•��a�a��rrw•aae.7�tac� HDR. ---- —— — — — — — — — — — — — — — — — —————————— ----- -- — Ell IT---]���„ TEXTURED � CEMENTITIOUSAr— FINISH ON CMU (TYP) FIN FLR 1 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS ---------- — F N SCORED STUCCO TYP. FRONT ELEVATION - B SCALE: 1 /4" = 1'-0" EXTERIOR PLASTER ON FRAME I I 12 12 CJ 25-SH CJ 14.0 .OF ---- -- —------------------------------------------------------------------------------------ — —---------- — — — CJ1WEEP - v - 60 F v 25-SH 25-SH R--------- ----------------------------------------------------------------------------------------- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - B SCALE: 1/4" = 1'-0" 1) DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shalt be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub net, 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 A" cr C2 •— � -o pia v a r' c y C- Jv d E c r= E m � M an 0 TA t a ts 4�1 r, �/�7i11Si1966,�,; To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W c SO4c CIO N W � M t01 M LL LL W N�c LL M a a v LL 'i o r; Z 2 2— o o o X ° C4 mft T z =rG� LW - N V) Z U ❑�❑ Z O W ppNp p Z GO .D z o v d � �f6 w .0 e — � O �V) f6 = d U • c rn ra Q Cn o�InR o H =_• oa C E gU Za g8 �� _no <o�� �x $z ZCi J 3 aro W � y= IJ 0 att o3 > LO 0 rn r` c� L T T ^ CV CL o Ln N Q (h JCN LO �i M O � CO) O -0 m N Ln E T Z c E T' c a U � Q p JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. 2.1 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ---- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- EXTERIOR PLASTER ON FRAME 25-SH 25-SH Ci 12 FLASHING 14.0 ----------------------------- —�_--- — ---- l ------------------ CJ/WEEP 35-SH R... •1--------------------------- L--1- 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - B SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT 12 ��- r � r , 1 I i FIBEREGLASS SHINLGE INSTALLED;T r 1 =i _, 1 17 J - I` AS PER PER MANUFACTURER -I 1 - - -i _ - -1. l ? -1- ,-T_IF i l ,_ � I I A , I i I TT SPECIFICATIONS i EXTERIOR PLASTER ON FRAME 1 H3-SH FLASHING 24 SH 12 CJ CJ 12 ----- 4-01— 14.0 CJ/WEEP CJ 2'-0" F-1 H3-SH ----1--L---__J__-_1---------------------------------------------------L------------------------------------------I--_FI TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c� ca © dLU `1 W CD G M CJ N LA- y 10 G7 � y N O ff7 4. N ar ar 3� d �.G,>, d �C= E w ca C"7 N O N CD 0 C o C,, "i' 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. $ $ Ig�� LL M (nhh� LL M a fj Q) s} 411 4 a �c 13 u- Z r�p t a' 0 W Z CO &g gZ to i Z N M Q oo❑ W z o z OD z o Y f%i z v 4C-D •V —� O c V)LU U -i C.) x t_-_ y Q N s0 " E ;S O u Z O 0 k� oa I. M ::, a Mo WZ o0 °a Z c, ro $b wg �W <� m0 Z W0 d�� � N �s Mill!�k ° 2 0 J >U) O rn c� L T CID T N cL N Q CT g �- -�' LO O `'00 O LL -0 .� cco N O N LO T Q 9Z. � T E �• M r z° c E T ai a U � Q pre °i JOB NO: 23-03653 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSUUL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I._o WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �BP PUSH BUTTON SWITCH (OPTIONAL) 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 L J ROUGH -IN FOR OPT. CEILING FAN a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP x14 to Ygrns & outlets x12 to appliances and GFI xto to WH x8 to Range x810 HVAC 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND I"I SERVICE BY POWER CO.—� INTERSYSTEM BONDING TERMINATION PER 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — w /i i7 I S- , KIT. W Li U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN r^ _�n If II �I ALT I� I I AC PAD I I Il ll OPT. RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER f-------------------- I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I L------------------------------------ J 1.5" VTR 3" VTR T' III, �I �I I I I I I I I I r� I I �A 3" VTR 111, I � 1 I I I I I I I 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN—B SCALE: Y4"=1'-O" eri CV o � N cw C o Q > w N d C7 Q C33 _ Cc 3 to N d JM: C E m � M O CV LAD i t O,�tfrrrrFr� �e1 ,1jya�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a a g W d c 8 0 co to LL LL Nr--iv W2W Lu a J LL a Y U t7 LL 2 ern O a _13 0: I-r'�Gm�jo K Z ]LI111 Aga' Ci �g Z 2 MZ OF WIL w OU ❑❑❑ a Z W 0 R v Z N a a N W 21 v� l� W � Q) 0 LU t11 c U_ U • _o Q s o J p X 0 � aP io Q rVt7 3pptj w� Z to RU �U a 1S It 4 Z m v Jb al W Nz �LL r M � r �C:) > Ul) J 0 rn CO y'^ , ^ a :3 N $ /T� L / N Crm � N O � 0 � M � U M 0 N L0 ui m Z r E z d J Q J JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. \SLOPE /L122 I I I I O C 4'-0" OFF RIDGE �3T I Z W 5:12 SLOPE LU 0 � ZONE-3 ATTIC SPACE 1071 SQ. FT. I I I I I I I I I I I 5:12 SLOPE I I I I I I I I I I I I I I I JP w 0 0 5:12 SLOPE I ------- — — — - J ZONE-1 W a ATTIC SPACE ° 17 97 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) - Total --- .......... Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See Elev ) needed required needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 _- 0.0 0.0 (Zone 1) 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 _.._ 0.0 9.0 0.0 1.0 (Zone 2) Upper Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 '"NOTE"' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: Y4'=1'-0" N ate eL'�Y CM o / d ''0 O W L O �— e— CD cc V CQ .bm X O -s C 61 - A -4 �- N s �W y 3 a� >E,cc 3 as y w s' c r? o d U M N O N ui . ASS' } •,r . J L 7;• C`' °aB�lF6YGIii1� 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 Englneers signature and seal. 9 Q pp �(j N $ c co V 0 N $ C J 5 i.0 M"W N LL a W Q m 0 a gLLLL 'f. L 01 o O ' �i Wr$ 0: N rD Co W Q O�j O' d z LL �qQ.t w M Z y z = V O U ❑D❑ W z z z a J cl- N N N z � � Is 41_z f>3 W 0LLJ t/1 c d �V)co co U _Q a t W M U � LL E 6 wo 20 O G Q N E I. S. 2 wo _ � p � o a p U p Z t ¢Qp ado a z W., (n M �q °w° o gLL z RR am W 3 iW o Wa il�O_ a �o 8 �O >LO J O c7 LO T ^ Cr N 8 LO N N p L 0 O UL � CIO cu N O U ) Z Z T c r ui a Q o JOB NO: 23-03653 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 LF �- Ww cn CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *-Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 4 PLUMBING LINE O SECOND FLOOR 0 CO W 0 Z to O N U �z O Cn u- o in 2'-0" x 2'-O" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY A = S3 lr) TY @ SINGLE STORY O Fo 0 10'-0" 7'-441 TYP. I pi I ;v) 2'-0„h-4"t. 6,-8„ I 4" I r--- I L I I I I I I I I I - I I I I I I I I I I al I I I I 140 I I 1 I I I I 25'-0" 13'-4" 2,-0" x 2'-O" x V-0" W/ (3) #5's E.W. , r- _ 3'-10" 5'-2" 4'-8" q 00 ca AC PAD (III 1111 ( (II'I 'III, / I • 11 ---------------s-- - - - - - - - - - - - - - - - - - -- OVID 1-1/2" RECESS J TYP• @ 1/ R SG DOOR. REFER S6 2 STORY HVAC CHASE III BASED ON / MASON'S SCOPE LOCATION j RWIDTH I �I I ll I o INDICATES FILLED CELL W/3000 PSI CONC. GROUT l l I I FROM FTR. TO BEAM W/ 1#5 J. _ _ REBAR_VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT / - - W/ 25" EXT. ABOVE SLAB I I o j j "GRADE 40 STEEL" I III I l l I EL _�'ili ill I • o O II ll I ,cEl I I I 1 1 III 3Y2" MIN. 3000 PSI CONC. SLAB I I I FOR HERNANDO COUNTY ONLY "' I I I 3Y2" MIN. 2500 PSI CONC. g4/AB OVER I 6 MIL VISQUEEN VAPOR BiWRIER C.J. _ _ L 5--3',r 1514" i i I • I Lu •I i / _ 1 _ _ �_ _ r 0'-0" ELEV. I 1 -T -- — FIN CONC. SLAB/ I"lll[' I • o I II I 3'-0"XX-0"x1'-01' I 10'-7 1/2" _ 2'-0"x2'-0"x1'-0" 14'-5" I I W/ (4) #5 E.W. j / (3) #5 E.W. I --- r------------ -- ---- — I I -3 1/2" 4" STEP C DOWN 17'-1 S3 MIN. 101, K _ 1 '-p" I S3 I 4 I (BUILDER TO PROVIDE I �� I (APPLIANCE PROTECTION CL I WHEN REQUIRED PER FBC 1 O U) I 9'-4" 9'-4" I C.J. — —1-- — —- — — —j — I N I I N I I I jI 21-6"x2'-6"x1'-0"j W/ (3) #5 E.W. � I r-I I `, (2) #5 VERTI ALS I W/IN FILLED CELL I JrA I S3 I S3 I I L— — — — — — — — — — — — — — — — — — — — — — — — — — -r • 16'-8" 18'-8" 25'-0" , • 6'-4" j I 6'-4" ALT I I AC PAD I I Il �*11 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 1 td _o U5 M 0 v 0 M J S6 _ TYP. @ 2 STORY Lr U) 0 N 0 IXz 0 � O 0 r FOUNDATION PLAN—B SCALE: X"=1'4' CV2 tv aC= t%4 . d o ac— o ci d � y E c S 5 -x , L; c M NO N 0 -k ". : ti / (tip 1 � � '•� �tr�F:a01ii9ei3 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 - Residenhal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W _ E 8 ao N oN C 7 It (A rn (n n r u- W y M V � W a d a CL -- u-ci Z t A ffi m J Q W rR z Z °o N p C W Q V H Z N o d 000 W Z �Np 5;j Z dp (}QQTx�j n Z v c[ a � Vi TM z a u- 4-J Lu V Dv)0 8 I m �� fC5 w t o M z w ox 2 j LL EE E wo �Qs f d w o E = g �7 w IY oo oz Z cp`= d t wo o w z E� � � C� � Zed o uZ m g ~O� Z m -� w F,w 8 Zo U a W Z `� <q �w rr J <� -L ao cI n >L J 0 `m O ^` W L 'r T N N o �- m L0 N m b LO T < T E Z to a T c E T c m CL U p JOB NO: 23-03653 SCALE: AS NOTED SHEET NO. 5 TYP. @ CORNERS SIM. @ CONNECTIONS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) �108.41MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:121 a=4ft AREA ROOF 1 I 2e I 2n 2r 3 3e 3r HIP -35.94 -49.57 1 -49.57 -49.57 10 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: %e' EXP. 1 CY16) or 1Y32" EXP. 1 (ems) TILE: 1%2" EXP. 1 (3�'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2"/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS BLOCKING LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE i a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. 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"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH, / (26) 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 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 *" 8 -10d x 3" JUS26 1000/1080*" — 8 -10d P HUS26 1320/3235 "" 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 "" 30 - 16d x 3 1/2" HUS28 2950/5090 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U 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 wl 12" EMBED wl USP CIA-7000C EPDXY V 2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ () 16 INKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME HTS 20 1310 1245 1 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 1 12 - 10d SPT24 1090 12 -10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" ` MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt 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 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: Y4"=1'-0" e*s c+a O N c-4 C'2 c o d > w a L p ¢ A V N sa- cts ca H o cv c o ti o ry d 4, w •A E � c �+ to y Wim � � T o. c E 4; N N 0 '•'r - t ` �._ i�dii0klit11 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 An Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. W F � N N N� Ad"^ Q ' (BrNC) M a WLL ° a „C, I a Z 13 13 LL. L °'�o � Z cc ¢ k Z z IW '9�rnrn N 2 UW M z N L) N o � DD❑ W 0 L � o v d LL9 N iS (1) 0 �4—J/'�[ LL "y L W OLIJ �M U W J €€ U 'o • N W w f+9 O 7z _j E go c° z® z ZgE tCID a p Q p K Z c of z Vc a m J nx � b Z >� g m N Z W � d' 3 W 0 pUpU YNa>r 7+ .0O i �L J M >`. T co Lo T �- N $ N J CL (n � in N +"+ p L i i M CU M O ,� 00 0 L0 T Q QCD T n Z T T 2 Z c a O U y ¢ p JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. 6.1 O(2) — TYP. @ HIP CORNERS ------------------� I I I I I I I TYP. G I I V U U< I �...!/ j TYP. 4 I U.N.O. S5 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 [4:12J-(12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49,57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -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 (2%e) or t5/32' EXP. 1 (33116) TILE: 15/32" EXP. 1 (1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0,113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 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 1 585 515 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"& 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 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 31/2" HUS26 2035/3400 -- 20)16d x 3-1/2" Q HUS28 1760/4095 "" 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 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 N (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12 - 10d SPT24 1090 12 -10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 1 02 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) 14 OR 2 PLY :ARRIER FX CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: Y4"=1'-0" twr +N C v ® w >- CL0 c cc c-o co + C LA - cc o Q N � ar } H n -W >w I% --' m E,: 0 0 N U"), _ �p31�i1t9911'<1�, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) �N h $ECD S d N N C5 O) J Ih fA r 0 LL W 111 tll rC-4i v ur o a � u- o z Z _ r °' 0 � .0 13 cc :3 W to °' Z Z IL� ;z � z 00 ❑00 W V Z � <C � d 0 S w 2 U_ Ow �Un Ln C C) Qr. see o M ¢ z J E E rp ¢ oR a a V �44z z® 0 E i 0 oa n IyoW�n .0 °¢ ¢ Z z cD ro a> t o a z °o w z ¢ y w g Q m K z��z� J coo >z- V� g do W m N Mj w w o� OL Q 1 Ln,Q^ O m L T T .-. N 8 N Cr J U) O LO " }+LL O Ile M L) CO CN O 00 N LO 4i CO r o z M z y E v--' w E v a1 co c M a .. c°� _ 10d JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed Joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 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. Cast4n-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load ' O Safe vertical Oa Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T © © ® 8 E FORM & GROUT SOLID �X-77 d�d Q � W O " j5 BUR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. W UT IN ME F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY D U16- B/1 T to r tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL. - HEIGHT MATERIALS ci'i' precasfl(ntels = 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 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP IN, (1) REQ'D d ° _1�" CLEAR O d .M.U. e• e e ( d • GROUI ° 5 REBAR AT • BOTTOM OF LINTEL CAVIT' OTTOM REINFORCING 7-5/8"ACTUAL PROVIDED IN 'NOMINAL WIDTH LINTEL (VARIES) 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) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT T MIN. (1) REQ'DOP 1-1/2"CLEAR 11 --{{ rn a c C.M.U. 2�V)� 0,U) J LL_ L Ln q5 REBAR AT B( ,6 AS INDICATED 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 manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiliuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 F 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 SCALE: Y4"=1'-O" a+r! N ca N c 0 N -o O � 0 -ra ry o V) !V N � G Q ✓ CV 3 °) E CD io y m N G E: o � U C N 0 fV O L =. V. a`t+:iftatlt°` 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 I- 1() N o Cq g J U. LL NNo ` a w M a aic)v w ° q LL G Y ij LL Y _ 2 (04 0 o 2Nrn m W iR�a' G Z L Ci w_ N Z N 0 7" O r W N Z Z < rz � Co "U 0 LU Ln U Q Q' s o r< _jg E s� Q o U =o oa 0 o r g ` U Z t N �+g son � Z 3i 8 4� Z(1) U W az MI5 ala t 0. �C:) J Is ca L.. T Co LOT ^ N g N Q Cr 2 J CN m O LO ♦, LL CU N O Itt N E IT-,z Z E T- E '^ m m c a 8 s JOB NO: 23-03653 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308A, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE, AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3, 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 Y" %a' CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACINGAND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7, 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and tr�atment 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 ation/spprinkler systems including all riders and spay heads shall not be installed wi-thin 1 -0" of the building side wall. 4. FBC-R R318.7- To p7vide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - C crete overrpour and mortar along the foundation perimeter must be removed IC exteno soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemipal barrier,must be installed after construction Is complete, including landscaping and Imgation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by 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" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 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: BEAMS ETC ARE TO BE SYP #2 R BETTER AND OR MICROLAM ALL HEADERS, O AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. - 0 cis t� s awe CM r= a ro C2 ._ q�N-tC ac Q1 E c cr_ ro w } c is c E o ch N 0 N i o_ it `�T,�i-__ Cis `•�: •''ice' ' , � ; .... • . ,.; To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 2 a84 8a, N��� WN CLZ C13E -r LL -a.r- M CW i�rnW�W N Cl)M Z F = OU ❑�❑ W V M .-- z � z z z C1 �c/) v LL 4-1 cn DO 8 c 41 An U • �Q ¢ N ti c�N . E U_ o� zo a WX O po Z t- ro �� 0 � aEz coo Z z w w �Uj-C wa loCM ZWWm 0 aE coo wo In 'L6 J O rn W L r CN T Cr N a S N Q Cos CN +•+ CN O U_ M Y c M p N L0 ai ' Z E r z fC E f E c a U J :2 p °i JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. S N W CE m LT N 3 39 c 0 H 4 N N E r E i i d: c tr. O .r Jq S N N r r.. LLn C-_ 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 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09,24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" Q STUB -OUT FOR O ;n GAS METER c°a 0 0 fV = • 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. 1314" (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" Q.C. (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. 13'41 (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o,c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high 6 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 Use 3" (1 Odl nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges ° FILL CELL w CONT. #5 > STD. 900 HOOK BAR --� STD. 900 HOOK BOND BEAM CONT. #5 BAR #5 CONT. �j FROM FOUNDATION _ TO HIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN �.... SEE PLAN FOR REQ'D /—PLYWOOD FLOOR COLUMN AND " ,�,.- `!Y--==�- SHEATHING PER PLAN CONNECTION 1 2 1._ TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max. }Small gap 4" max. _ Web Stiffener Fastener Schedule — V Joist Bearing Location __V__ Series Depth End _ Intermediate ® 9-1/2" 2-8d 2-8d BC15000s 11-7/8" 1 2-8d 3-8d 1- ' 2-8d - Clinch nails 9-1/2" 2-8d 2-8d when BCI 6000s® 11-7/8" 2-8d I 3-8d possible BCI6500s® 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d BCI 60se _ 14"_ _ 2-8d 5-8d Tight fit 16' 2-8d 6-8d 11-7/8" 3-16d _3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d_ required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 1063" nails at Vo.c. for all joist blocking panel "Non -stacking walls require additional consideration.— rl 6 A 1Yz" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7, 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 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 7�1 _. r 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / _,�Plumbi Ig META12 TSS INSTALLATION z� I ' Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. '--,,,Install tight to top flange. Joist hanger Filler block. � Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. -- - 1/4"-2" gap Vi 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 ] — requirements 0.6 X Joist �c ��depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR----''. • .. FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN rvu %,nmoc t rvt-. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Milr1tr- \1rr1T1/'1AI TI 1 M I I r-AIr% TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE • °a: v \A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d ° a ° Fl- 4 ° ° a III ITII I_ SEE FND. PLN. SIZE & REINF. � o N -o� N p W L � � o 0- m Q GV " +s 1.1- .1 y % p i In-p N C y Q1 G r0 "d N � 61 W yE dS_� 3 <o y, in iR = E R a. M O N 0 it Tt 7r ' -"3 r; �• a� S TA 1 I '_ O I `'•� o the best of the Engineer'sSowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda BuIldIng Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E - 14 ice" 00 LL J t» N M Q fTVJ7i11 (a' 9,7 Z m 0 _ ` m4 o w oa0 0 PNrp co 05 d W Co 0 Z Mz�� ILz N o< ❑DD W V z z Q a_ � (n - N N 2!M v0C � ' 'ULU 0 w In VM (a r ® IfM� _0 U o M c4 E o°® E r6 - , C ws �d z&4 H �8 w C1) n a 2 ww .0 i C s� Z 5�ca J 3 aA Wo Ji ' mooIn 1 n � Z p N 5? s � oLL N --. kk rib e - > Ln J O O L T CO LOe'er a L0 a N g ''r^ VJ m O 4-.+ LL M m COO 04 .0 m N LO r z° z _ E �+ '- M a U ¢ 0 J JOB NO : 23-03653 SCALE : AS NOTED SHEET NO. SN 1 LLJ K3 so I� 3 m g 0 V) LO C14 J av V I•M O al: f N N N N c O <R 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ .) (OR / GYP. TYPE "X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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 wl 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. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T $ B --.. --.--- =— SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z - --- INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. - _— = 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN " O.C. OR 5/8"x10' WEDGE ANCHOR @ 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" ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR EACH @"° TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 E Cn -- ` '° _ .- IMPSON SP1 w/ (10) lOd NAILS x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND SIMPSON SP1 w/ (10)10d NAILS w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' `' _ ELEV. 0'-0" ALT:1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER _ A.F.F. 0 /8"x x 6 W1.4 x W1.4 2400R C 10 WEDGE ANCHOR INCLUDE 6 x 6 W1.4 x W1.4 > n ° SHINGLE ROOF, SHINGLES TO e _ - _ @ 2" ) WF OR FIBERMESH W ATTACHMENTS2" WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM Tm= — D — 4 ELEV. 4-3 1/2 z 31/2" MIN. 31/2" MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ' I — ° I I' 2x4 CONT. O A.F.F, O 77 -• — 12 ACCORDANCE w/ TABLE _ I I—Ir I N _ o ° . ° — 1/2"(min.)- 4" °O °O n ° . — T 1/2"(min.)- 4" (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) ;� t l � I I GARAGE DEPTH VARIES ,T a • 31/2"(min. - 4" I RESIDENTIAL 8„ � — INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING �-, (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4"'-4' 8° FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL TYPICAL BEARING WALL STEP SHEARWALLK'­C� BEARING WALL STEP @ rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=1'-0° S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD ER CODE OR 5/8" "X" ALUMINUM FASCIA coN��N`�°���t GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2' OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ rAN 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT „ 1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) PLAN � #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302,11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL SEE CC/S3 OR �I LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ „ BOLT INFO. 5/8"x6" BOLTS BOLT �° 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " TYPES MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ (10)10d NAILS `N� SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E TYP 2x P.T. PLATE PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH r, 1 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 ° t GRADE � n . . o • z GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi a. a e 1/2" GYPSUM WALLBOARD ° D M = FINISH GRADE O0 2 [ GRADE _ 60 MIN. F - 60ksi y _ _ . ,• 4 U.N.O. 1 #5 VERT. IN FILL O MONO OR STEMWALL z +. > 25' MIN, LAP 30" MIN, LAP [ g D — CELLS (SEE FOOTING MONO SHOWN o0 P W ° ° • FOUNDATION PLAN FOR 6 MIL VAPOR BARRIER o ° °. • . — 1 � R 1 7/8' �' FOR LOCATIONS) _ _ ' #5 REINFORCING BAR 1x4 P.T. BASE NAILER 4"x4"INSPECTION g • _ — #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH NOTE: FOR BEARING WALL N � COMP. SOIL. COMPACTED TO — ' °' ( 36" MIN. LAP [36" MIN. LAP] ON ' CHAIRS " 8 114.18 " FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — T7�7 � 10" (TYP.) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER v) AT GARAGE CONTRACTOR - D1557 ) 4„ rrrL � #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO OURB DUE TO s OP EARK"D� #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR �- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG _FIBERMESH s DECO FINISH 4" to 6" BELOW GRADE .,_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ , „ SCALE: 3/4' -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 .E SLAB INFORMATION. SLAB INFORMATION. `��, 00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 s 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR - min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ BARRIER t 'r 2 ° a a v GRADE AT 24" O.C. MAX. SEE PLAN FOR " " " = " CONNECTION INFO A. COMP. SOIL. ° TTOP a ;0 — r NA OF BEAM " &LAYOUT DESIGN COMPACTED TO 95% — — ° _ (1) #5 RER w/OPT. c =—_MODIFIED a ° ° `�' c PROCTOR TI S E NCLOSURE (2) HTS20 FOR STRUCTURAL � — — — � ASTM D1557 ) r, _ -I I I I BEAM SIZE & r 4 . 3 (2) #5 REBAR CONT. 1'-4" (1 STORY) I 4„ CONNECTION INFO Cn 8 , ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) STD. 90 HOOK (SEE DETAIL) ) MIN. . 2x4P.T. 2x4 #2 SYP P.T. FRAMING w/ - 7/16PLA 7f1MIN „ O.S.B. SHEATHING SEE A/S3/J/S6 - 8 TYPICAL WALL SECTION rA_"� TYPICAL THICKENED SLAB EDGE rL O.S.B.. Z CH ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 _w Q SCHEDULE OPTION #1 1/2" GYP. BD. x LUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o N CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0,_0„ CONT, BEAD SEALANT °- " S3 SCALE: 3/4 =1-0 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND �� Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND •' 2X STUDS @ 24" O.C. U.N.O. :.. • . INTERIOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ °' ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS `- ..' • •' � GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS 4 Z 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- M CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" O.C. TO FOUNDATION PAD ' !6 ' ' r ; : • :: ' • .J. ' STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' • • M • ' ' • •. ' ' •' '' ' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN C•3 _ .` •.. • ;. — - `� _ I _ — .� .< (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS 00 ? GRADE 4" •t;. _ — :.: I •*.: °Q TENSION 120#) CONCRETE SLAB _ > FILLED SOLID (SEE PLAN FOR 4 Lq o SIZE AND REINFORCEMENT) z o •,' ::` I ' •.' ::' WW OR FIBERMESH w w LU wz 1 + IMF r, i a ° BRICK PAVERS or SLAB PER $ p w = z • • • M 6 MIL VAPOR —_ „ 0-0 FIN. FLR. COMMUNITY SPECS " � "' SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 1,— , , , FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER — ( BEYOND 1' " (1 STOR)) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) ..r, :. ::. PAD REINFORCEMENT—/3" (SEE SCHEDULE) MIN. CLEARANCE 1' 8" (2 STOR 1 ) V-8" 2 ST RY ( ) „ „ 4 4 ••y , : SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH ,�. SEE SCHEDULE GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS i INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING G12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE 3/4"- t'-e• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. a!r9 �y +ID ../ C2 d� > W •Q a t- o c m vM N � C7 CCS .a cas as ST1 � N C a:t:�� ., C° a c 4 CV 0 Z. 17 .% C �.z 6��+7id)Y,et�j� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N .• VI L OQ u- LLi Lu M NM� u' d a J LL d _j Z _ o 103Z r Ct O C, t0 m 3 JLL Q W r° J z F4 6 z N Cl)Z U U) F- �' o C ❑❑❑ t W z � z Q $ - N U) L Q) 20 r� U N c � ra w I c m 0= O w Z uo n <° O U 3� VO Eas V pV z8 Co C � X ooa 2LLF z� C9 9_ fT J 99 ag o O �� J O rn M M 0 i T T N o 04 ^ -8J N Q ') 00 04 I— o L �. O LIL CV m M O CN N Lid d' Q E LO CO t o z E r m E c a 0 _ ¢ o JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 3 W E5 cc �y O Cr N O J cn .a S, Q N N S. E 41. 0 x N 0 a M 0 S A (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 DOUBLE2xTOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 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. S4 12 SEE TYPICAL WALL SECTION (gyp) 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 ,4� 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 OOF 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 rF SCALE: N.T.S. 14� 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 `\ G—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL— EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. SL� 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5181, 8" 7 5/81, 8" 7 5/81, 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wl (1) #5 FOR CONCRETE PLACEMENT 7 .- • • _ !�! —1son fll ICI III --- ■�! --III M -,- III L TES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 4� OPENINGS LESS THAN OR EQUAL TO V-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 411 FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL ■— W r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 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" 5811 4111 34" - I 6 3/4" 301 /2% SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. ° N 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. I,yy� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x-------- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET I -OP IARAGE )OOR VVVI\ 11\llV l\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 3 (2) 1 (2) (1) LSTA30 V -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: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"00" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 SEE ELEV. `NP) SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • 48, SPLICE STAGGERED O�aTw . ATTACH ALL --' �J EXTERIOR STUDS W/ IA16d TOENAILS T676PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 gP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR - ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w c� z_a 2x TOP PLATE � to V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED i� J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE r 2X BLOCKING I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 11 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 7-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED I NA INA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" Z 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-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. N \o pj o'er d N a ly s� o O >- Av c' 10mx G W O �cc®. Q7 � o. w CM 0 N r V 1,40 F' "_ 7 3 7; 0 �..LAl U10, r7c /•. 9 + To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � 4 p a 1t) N 8 N S co 0 rANo� L Wa w a Ju_u_ a Y t7 _ @ o a04 W r,°n�OnjO._1 d � z Z co 0 ul 04 Cl)Z y � Z U N N oci ❑❑❑ W z z a a Ln LL 1Ul 11 O N ILI c �, L T x � `d o W J U_ I_ Z O o 0 " }m Q 48 i•�L WK H AD CC 0 E �� �< a r �O < z w It $_ ?� C F Y � O 0, >~z Z 35 J� aw p W y, OLL U 0W J M w W Wz d yWO CD = �U-) J O co Lo T N ^ CrN o J U) m N 0 �� CO .0 U CV) CD 04 LO T < ICT n T Z E 1"� T }? c C a o v � a o JOB NO : 23-03653 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 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 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) AND FASTENERS. (MIN. FIRST BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° f SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOODB 7 CDX AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS SHEATHING ATTACHHEE OS 10dX3" @ 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 INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 9 MAX.NSUPPORTED, U BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT i�� DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ ���� FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2 ) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . \ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \NAILS • AND 12" O.C. FIELD END TYP. TOP & �\ BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x P.T.ILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" NOTCH "L" BRACE HERE WEEP SCREED - THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0"' INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 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 wl (7) ALTERNATE SIMPSON MSTAM24 w/ 7)1 Od NAILS ( NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. 55 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 SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR --ill SHEATHING DETAIL BACKNAIL w/ 1 11 " (2)16d NAILS WOOD TRUSSES oo Co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w/ (3) BOTT. CHORD FOR 4 10dEACH 8 TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS NAILS @ EA. END @ EA AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ 1 ROW ( () (3) 2" x 4" LAMINATIONS W/ 1 ROW () " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST 4 ()ROWS OF 0/C wl (2)16d TRUSSES FROM EA. 11 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 D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S.5 IINIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ 2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP wl 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S'CJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od 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/ 1 Od NAILS @ 4"- i O.C. TYPICAL E GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE ( NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S`CJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU �><> >,CONNECTION 2x47' ON TOP OF PANEL-•/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E 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"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0"- 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4-xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o ✓9��- CORNER JACK C7 a Y , U 2 � W Z ir U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n v- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mm NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' 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. N)i REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN KT 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)1 Od 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 eh N N c e� m � 0 O W a i c i. • � W G- a3 � E M O CV 0•• .co °'rlS:ll;tt�b;t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H A $N Q O N C 8 N Go N d4 LL U. �rNic� L'L a a 0 JLLLL a z z Z0� r �o 9 o � � �' m g W' W 03 d w_ IL Z N r�Z N � O V ❑❑❑ z z� z 0 z pho Q v U) ^ z M 0Ln to r_ d t� v o Q • Ad C M J % = gLA_E r zw4 3 L O Vi 2- 0� �® oa z H n7 O gg Oa j0 Oa m01 z W� ma, J x 10 10 zz W 3 ab $3 iZ ¢OO W T m LL o az `n w r l Ha =� S w� �o = � w �a ri °3 `C:) 'LO J O m ^' c9 L T Co LO N a N � $ VJ � m O LO M U 0 (0 U M o T a LO T °� E CO T o Z m Z N E T `m c a U � a p JOB NO: 23-03653 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 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQ+ SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM E(�PLAN i 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 FOR UNDERLAYMENTvi 90 HOOK (SEE DETAIL) USTD. 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/ AST 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 ix2 NAILER � PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 0 = 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 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER\\ I MUNICIPALITY E 4 �. (V • Q '' 111 111 '• b •' • • 6x6 W 1.4xW 1.4 TTT 1T(� A. WWF OR FIBERMESH 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w CL EACH FILL CELL TYPICAL d AT GARAGE CONTRACTOR 'n TO CUT BLOCK OR POUR N CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4-to 6" BELOW GRADE GRADE �'1 �jTTu `-STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 w/ / (12) 8d x1 1/2" NAILS —/ @ 24" O.C. 1 St FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF, SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6) @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. 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'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED E S6 °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED Q PLAN ' . INSTALLED PER MANUF. cz T i 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN, 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY \ WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �— B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 =1' S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O,C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a. •' •, .' .. a°• , ip r • �•. .. : • (3) #5 CONT. ON 3" 8" L 1'-8° l 8• l CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTION S SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 1"12"0 SBEl �I SHEATHING H_x II KPO OSt PROVIDE II II BLOCKING AS REQUIRED PER D �i ❑ SECTION X-X IF II 11 NOT FULL HEIGHT SHEET C II II 0 n2 II II 1I=L G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I III III TF T _T II II II II III II II II I C IL -1 SB EXPO UR EXPOSEI SHEATHING w x SOLID 2x y BLOCKING @ALL SHEATHING 0 EDGES (SEE SECTION X-X) F C OPENING III C III x II II 0. uj FXW II III III x E III II II II 2x STUDS BEYOND, O _ I III II I I I II I Ll — I II I II II I I II SEE PLAN 0 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYe". o ? QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Bd COMMON NAIL Z LL x @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. t. N O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. ❑ w/ 8d COMMON NAIL j Lu O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > 0 rn xt;00D w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O m - 0: @ (2) Bd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 0 ~ MEMBER IF GABLE END LL NOTE: I 4-• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE zx RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318" "S„ = NAIL W8„ SPACING S 3/4" S 1/2" r S Z-1 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 VFRTI el Po nr:l(IN(: SECTION X-X ryy� S�cF SOW N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER $f2-ROWS SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) HEADER SEE PLAN TERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH .• M -1 I I —III —III —I I A° -1 I I —III —I 711 III II ' • II —III i III -III=► (3) # 5 REBAR ON 3" CHAIR 4^ 1'-8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE =1 i E?Z op W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 C" N to N C > w n!Bcr M r- a Y a c-2 ZZ ra a Z+- c — N f0 q Eli y b C G4 ar •' E;� C GC c eo iD y N 37 �._ a r9 p C. v M Q N O - r -10 c,3 T ti T r OFF 'SJJYIS7:Ri1 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 - Residental 7th Edition. Engineer's signature and seal Is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. a H '-*E S C4 d 88(A N� J M 0 N r LL rnrNiv� u VI ° 0.LLU. nW & z 0a W Tz d �ppp z U, M H us 04 < V ❑❑❑ Z W Z N Z z t/1 z 9 C1 vim$ flu 0Q) w s N Uj _-(, U Q 2 a ai• 0 see " E O a � go Q �QQ' a� t— i� UQ aE Z �= oar, NU x o z m � J m �� � aw i= s§ g �_ W m o c� 9 O = > Lf) —� 0 ai m C9 Q) L r M r CL N Q�^ N Oo J LO O � CO .0o CV) CD N 04 Len d' ui Cfl lqt 0 E C T—z z E V_ E c a o U Q p c JOB NO: 23-03653 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.4 NAILED TO LANDING BLOCKING D 2x4 PT NOTCH--" INTO STRINGER H D 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON -- OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING -� MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD i GLUED AND NAILED 2x� D FTS P 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST SYP 2x8 SYP i / STRINGER MUST MAKE FULL / CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER �A ALIGN THIS STUD WITH r FACE OF 2ND RISER -- 2x SYP CUT TO FIT 1 I BEARS IN WALL I _------2x12 SYP ^' BEARS IN WALL I 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 NAILS) x 1 1/2" / / / \ NAI/ 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER % 2x4 BEHIND RISER BLOCKING FOR �1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD /Z STOP NOT TOUCH S ALL STOP MUST RINGERS / II I I I E/ I I'LL A 11 1 1 -- -2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 C/ I I e / / \ C>/AATTArl4COSTAIR TO COTAPCONS @ \—ATTACH ALL COMPONENTS ix4 GLUED OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / N;7 SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP "� • / [ 2x8 SYP DRYWALL STOP / MUST NOT TOUCH ' I 2x SYP CUT TO FIT 1 STRINGERS BEARS IN WALL I 2x12 SYP BEAR,'I E—~' I IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 \ / 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2X4 CUT ON BEVEL DOES NOT BEAR IN \ WALL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x6 SYP 1 2x4 SYP BLOCKING FOR STRAP / \ (SIMPSON MTS12 w/ 2X4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) / AT STRINGER CONTACT POINTS \ N VIEW "D" SECTION VIEW "E" SCALE: 1" = T-0" SCALE: 1" = V-0" Z" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL F94 x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS B � SCALE: 1" = 1'-0" 2x4 SYP BLOCKING XA FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L44GLUED AND NAILED TO STRINGER KOR DRYWALL SPACING E SECTION VIEW SCALE: i" = 1'-0" '7`i F F 2x4 STC 2X4 NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — G.1 TOP OF ' \ STRINGER - - SECTION VIEW SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR \F,/V �-(2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) u 2X BLII/ 2X STRINAR OCKING PSON MTSJ2 w/ 10d x 1 1/2"MAILS \3'f�D D OR 32X BLOCjIcING RISLN',2 / VARIE ECTION VIEW "H" SCALE: 1" = V-0" 0 © n w 01 W G V N m x N c0 E = c a U = -'xa 3 ►- > ac •i° y- N a� c E � o a ` w M 0 N 0 0 0 . . ,JflililiisiSi`Sb�t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W S $ 8 04 �4_p N o Zj i - J 0 0 Nr7R� LL d LU d o 13 �LLLL Z q � W �i W�pjO1 C i m Q Z CL w "'Z 9'n a�< Z ❑o❑ W z Q� z f Vi Z v v (Dra 4-.r U _. Ow l/) c w U Q Q N I Mgo J I.L I_ SIR[ o0 a� O U H q�q'i' 7q T® oaa VO 0 zE i ao z a� ru cn C ' FU Z¢ z J� y0 >G 83 �8 a` W11 ¢¢ w 2 r .0 fz �� zl 0 3 J (n > Lin o m LLo T T� ^ CV $ LO N Q 'Cr ^ .2 J LO ♦�LIL M M O N Lin r Q �I ^ r E r" (D o Z Z E r rri L a 0 _j q o JOB NO : 23-03653 SCALE : AS NOTED SHEET NO. ST I w M i m to N N $a 3 a N N E CL 0 i EZ a N N L) U we 1-1 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 1� 1x4 1!2" DRYWALL DOOR JAMB (REFER*1x8 UNACCEPTABLE INSTALLTION ♦♦ DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. �� MAX.8 DO NOT DO THIS ♦♦ PROPER INSTALLATION ♦ ♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CO APPROVAL FOR CONN. (� 1 X 4 1x4 P.T. 1x4 L C3-1/2. ♦ ♦ ♦ #5 REBAR TYP, ♦ (TYP,) ♦ ♦ ♦ 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4' ' " � FURRING 3/16 0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1 /2" 3-1/4" LONG X 3/16" 0 FURRING TAPCONS O (T REBAR ♦♦ ♦1 (NPR) ♦♦ AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD D O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X$ STAGGERED @ 16" ♦♦ �♦ P.T. FROM EACH END w/ MIN, 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH ♦♦♦ ♦ 44TT& 90° HOOK (TYP.) 4-1910@ 2x BAND JOIST W/ FACE NAIL 10d �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STD. 90" ♦♦♦ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12"O.C. FILL SOLID BOTH CELLS HOOK (TYP.) ♦ ♦FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T.x 3 -1/2" DOOR JAMB (REFER12�. TAPTO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T.w/ (2) ROWS 3/16"ILVU ♦1 ♦♦ BOTTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16" ♦ ♦ JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING ♦ ♦♦ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦ ±2" :FIRST ♦♦ wr/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦ ♦ ♦♦♦♦♦ INTO BAND JOIST & 4 1/4 () "x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL NOTCH WEB AT E TITEN INTO K.O. BLOCK t5n FIRST 2 COURSES ♦♦♦♦♦ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED 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 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX soup w/GRouT � 2' -0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRTRUSS DGEE SIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOBELOWop 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" 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 CUT OUT IN O.S.B. ON THE 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 BRG WALL TYPE —r--� ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" .'• 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. I PER PLAN i I 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. �SCRIBE (NOTCH) TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL I I"BACKSIDE F CHANNEL, SS NAIL w/ 5/16 HEAD DIA. @ 24" O.C.FASTENED OVERRAN '�CONNECT L W/8d NAILS BRACE/ BLKG. N.T.S. PER I NOTE 2 BELOW --I CONT VENTED OR SOLID SOFFIT ;. INSTALL WDW. SCREW ANCHOR 1 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 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 W/ 3 #6 X 4%' WOOD ) () -- _ � 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4'- NO REPAIR REQ'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1r-Orr 5r-Orr 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND AlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. SHEATHINGATTACHED / PATTERN - SUB FASCIA w/ 16 GA. 3/4'x1/4' CROWN STAPLE @ EACH GROOVE ' , • >.► ► B_B /4" MAX EMBEDMENT INTO K.) PER NAILING ALL p •' ' • .• . •....� . ' . ' #5 BAR 2 -0 8 SIMPSON STRUCTURAL SOFFIT '; : ' �'��� • D .. ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS H2.5A 10 S FF01 «* ► ► • ♦ IN TOP 1 X 4 FURRING BLKG. &BUCK w/ 2X6 TO 2X4 ( ) 8d NAILS SCALE: 3/4 = 1'-O' ()FOR ALUMINUM SOFFITS WITH SPANS . ° KNOCKOUT / REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► THE SOFFIT FL PA INSTALLATION CRITERIA :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING • PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) ' SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • • ► 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT IS Z TO BE INSTALLED 4'-0„ MAX SEE PLAN ?x OV TRUSS AS SHOWN FOR O.H. UP TO 2'-6" BUILT UP PLWD. BUCK - F * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. RHq •' 4 i f9STANDARD 0! HOOK cv 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 I TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/V WOOD + + TO TRUSS TOP CHORD FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _ �.. ... ., .: •., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING . 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 L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" TRUSS + REQUIRED TO + + MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP • . SCALE: 3/4" = V-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. 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 91�MUST 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 BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") y #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 EXTENSIONrM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6•-0� SCALE: 3/4" =1'-0" SS O (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o cwi SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° , ° uj A REINFORCING AS FOLLOWS: FLOOR PLAN FOR CO * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT n e p 1/2" NAILS TO STUDS & 1 () - MORE INFO 5/8 DIA. ALL THREAD ROD #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. > ; • ' ' 6 MIN. LAP SPLICE W/ > . , EPDXIED w/ SIMPSON SET ;. " c� z _ EXISTING FOOTING (2) #5x6, IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6 EMBEDMENT & q N FILLED CELL SMOOTH. DO NO FURROW. ° =1111 3" MIN. EDGE DISTANCE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT '-}:,'A;;"::;.:`. — GRADE o, . n — SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ MIN. LAP p g ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST '" ' ' SPLICE NOTE: "' REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g n 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 S ECTI O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I I 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 `� 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" c J r C c`' L1J o o CL n C7 >- = i, m x N CV t N C X. ev x A W N .t7 eJ N A N C lS1 {v M N O N ti� •1 "'` rI o Z r" %• fd o f' f O�.'�`'/'� ��t;`� .\ ,pa i\ti • �1^i 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 Engine's signature and seal. W a E O 8 V N N O C J 0 a0 LL 5 @l a --. v W rL a LL ILLa 0 z z 'c � Y it o0 4•i W _ wpa � N (O m ..! m A J W N Cl)2 y V= OU ❑�❑ W z C z � Q_ _ a to z 0 5 4-J — 41_z (1021 .-n.v U __ M O w g U Y N .) U) U 0 Q � � z w C`5 cl� Z o Z a Wog® a�E E �_ v O coo U U O F ~3tSw� o zz 2It9 -0 x 3o ]U W �o aw Wig=g =LL S a �o v Pz i� U3 �L J O M T N N .-. CT $ U) nl a--+ O Ln 0 � '� N 0 CD h Q m O ILn T dam• C14 T E C z° z E T d M (L cE V 0 a p JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-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 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER APUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE �� PLAN 411 PORCH SLAB SEEM FOUNDATION PLAN LJ EXTEND SLAB 1 1/2" T (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" iv Z DE T 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO INTEGRATE MASONRY KNEEWALL INTO CMU BASE OR MAIN HOUSE PER ELEVATION IF REQUIRED MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE W/ (1) #5 CONT. FILLED CELL REQ'D @ MID SPAN MAX 6'-8" MAX 3 --_-_-- COURSE �T--- — 1 it ;---- 1 I 11 j 1 1 1 1 1 1 1 1 Ak SLAB LEVEL WOOD OR MASONRY TOP COURSE TO ABOVE MASONRY BE CHAIR BLOCKS. PIER SEE FLOOR ENTIRE BASE TO PLAN FOR COLUMN BE FILLED SOLID INFO CMU BASE W/ (1) #5 j j SEE ELEV. FOR VERTICAL EACH BLK HGT. CORNER FILLED 1 1 SOLID. SEE ELEV. #5 REBAR CONT. FOR BASE SIZE @ SLAB LEVEL (3) #5's EA. WAY j 1 EXTEND SLAB 1 1 1/2" BEYOND `,_°_ _ _4E_ 1 BLOCK FACE EXTEND SLAB 1 1/2" PORCH SLAB SEE FOUNDATION PLAN GRADE (2) #5's CONT. T&B w/ �, z CONTRACTOR TO INSTALL -� SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLrjp's� SCALE: N.T.S. A -A ALTERNATE BLOCKING SIMPSON LSTA18 w/(12)10dNAILS CENTERED AT ----------� SIMPSONHUC410w/(14)----------� I I (1 SEE PLAN FOR CANT. SPLIT TO TIE 1 16d INTO HEADER & 1 1 1 DETAIL @ INTERIOR BEARING 3 BEAMS TOGETHER I I I 10d INTO BEAM - SEE I ROOF PLAN FOR MORE I 1 I I I I I I I INFO SCALE: N.T.S. I I I I I i WOOD TRUSS SEE FLOOR PLAN FOR 1 A PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN I 1 COLUMN SIZE & BASE CONNECTION INFO I I I I I 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE I L--- — — I —J 1 L--- 1 I J ___ ___ INDICATED ON BM. STANDARD HEEL HEIGHT SCALE: N.T.S. &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED N BM. OPTION B CONNECTION INFO OPTION C /P SCHEDULE71T/'_EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE ! N z 1'-4" PORCH SILL 15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED �- W/ (1) #5 EACH STEP a W 4„ PORCH SLAB SEE n. N FOUNDATION PLAN w cwn M z LU (2) #5's CONT. T&B W/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 1'4' SEE PLAN . L LARGE STEP DOWN 1� SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNERSEEFOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CL CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL � 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 g SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. TRUSS/ P WALL EE PLAN Y2" CDX PLYWOOD OR pis' O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS V / 8d NAILS 4" O.C. IN ABOVE W @ FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a.. GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. N z 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2° TITEN HD 2„ ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT A ° MAIN HOUSE a .! 4 ...; SLAB ° A, ..I (2) #5's CONT. T&B W/ #3 STIRRUPS AT a. 4 e 4' 4'-0" WHEN DEPTH .0 ° EXCEEDS 30" 6 o.' A GARAGE MONO/ 21 era O N C' a a r1 c. Y Iw !C S1 N s° a N ♦Q Cr L to .ry C-4 _-- N C5 tD a= a: ; .. cc G cm co a > _A a W -M E C' a ` 0 M N O N "D 0 a 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. In W E a O Co O 0•U7LL uj a a Q MU. aYr/�z J Z W M 11 m IAm 0 r J g W in r,rn w usz Ln MZy N Z U ❑❑❑ W z z Q — n- - N 2-1 �Q) 0 4--J uj f6 W O g N Uj oil T n U 0 Q C4 S 9 z Z C") c+m ti _ Ll- Ea Z O T N �N p V a �e W r H F� 00 z20 o E do & � � Y �0 zdtz � J � � � w 8 3U W S wa �1 a N'U �L M V ww LI a= 0 �L it m 0 ^` L T N N C 8 Q' ca o O CO U_ M O m 04 Ln N a;41`- E T Z zE r w c' tl a U _j o JOB NO: 23-03653 SCALE: AS NOTED SHEET NO. a1 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 1 N.T.S. SEE Q/S4 FOR JAMB STUD REQ'D TYP—, B SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN L1J 2 x 4 #2 SPF STUDS E Mn AT 16'i i.C. U.i.O. r-TYP 6" O SIMPSON LSTA24 w/(18) 10d NAILS P. 2 - 2 x 4 SPF @)SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G (2) 2x HEADER SEE PLAN F F SEE FOUND. PLAN FOR FTG. REQ. OE 5/8" A.B. @ 24" O.C. AND 6" FROM `' EACH END W/ 7" EMBEDMENT. IF r AT STEP DOWN LOCATION, MIN 7" 2 x Sc PF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE °0 W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE OSTUDS 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 rj 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 2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING :, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING �I 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 r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 0 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 y 8d NAILS @ 3" O.C. / JOIST SEE PLAN f WALL SHEATHING ; �� (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST .r.% END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER 3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN ( EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO �. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. : PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE <-FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. :E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 ' STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. s 2 STORY COL. @ GIRDER SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS ' j. FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/ A klRlco Op PROVIDE 2x4 ON / TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --v PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @24"O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. 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 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 / I 1 � 2 x CONT. T & B 2x CRIPPLES TO MATCH JACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) :L u a ` ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END '~ (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. o N r� -a C= d 1� C � V N .-vmx .•.. C W CL C- Q N � 3 c+ t a� d .r 9 C Q 3 � T Uf C o a M 0 0 —yy-- . _ Pq v Ido F'c"i11'50 .. •� � ram. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fn Q V N O M � N C 4 J a) J � 0 LL o. a Lu pNI M 0 LLW 0. 2 a te LL U. CJ 2= Z L F)1 8 0.W° W � Cv m u rR�O'6i K z W w d L) u, N Cl)Z N V 00 ❑DD _ W z N z z z � z •V C Ow to c �„ �N w 0 d N see LL- za z� o E U ao Z® an roo ;o w Zpp CO E ro a ~ I- g2 o a.z w W a ❑ m o <� z <W 8 3 g Wm O LL V= 7 xis 1O > Lo J O � c� � r M Lf) r :3a LO Cr N g °D CV o Ltd ...� QLL � M COca N L 0 T_Q mot' I— E h LO it Z T z c E T Iv N a s ¢ o JOB NO: 23-03653 SCALE: AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "" WEATHER ✓E BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER �V TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary A SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIK 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) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING A EXTERIOR DOOR WITH DECK 7` DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE a V-4" PER PLAN 1'-0" PER PLAN 4 SHOWER SEAT •J SELF-ADHEF a SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-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 NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O 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. SELF -ADHERED FLASHING is 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ~ _`B (BEFORE FOLDING, SCORE ADHESIVE ASS OWNASTMC1281AAMA 812otOSE her 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 8" RELEASE ) contraction, , , or oer a appropriate pproved standard as for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM 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 1 6 are 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 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 15 a FOUNDATION WEEP SCREED I I STRIP OF SAF DRAINAGE PLANE WRB LL1 I I I BOND BREAK WRB co I : SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR II ` BARRIER I I I I 3-1/2" INCH FLANGE I I F===__________11 ______� ll, z Z II I a 1 0- Itcr _ Lu Ir III Wd PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. _ _ _ - _ DO NOT SEAL. W CONTINUOUS BACKER W ROD & SEALANT DRIP SCREED PLASTIC w ACCESSORY x � Q Er w LIJ° A 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 r w PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS \S�ISSSSS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH T. ----- ----- it I ACKER ROD___'4 FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all \, M N N O a O) 'J o CU� p C A CJ N LO�- N c� A Ln a, -X - N �t m ro y u N = ro r 7 -= G E ro o a w M O N LO O ^) I.' . ..6, 'ri: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I- C E $ N a 8 N$� N d0 G (00 7;2I�-'� LL LL a y��� LL W fA rNi �0 w LLLL Z Z _°' t w CSO �y IY ? CV (O � oD J A9-J i- z N Cn 8 1: LLW ooo❑ z W U' z z Z i� ¢ v a � V1 z vC1 U Q) L1J � � V OID LLs N c Y Ln r i 0 r N ¢ � , =a 0 w iM U_ s E o V =_® t� s� curio O U 0, Z L as s c iYZ ZZ5C J WT mo 7� a yp J > O N c� T � N fz N Q Cr $, o m (V L� r O O rl- M CD Y co M O T Q n j T co o M T N E T Z c it ui U _ Q O � JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets i 10 Gauge; +1/2'x4-1;2'x2-12' See Anchor Schedule Bolts 1 /2" Dia. A32S Gary. if (Type) g 0 814 Self -Drilling Screws A/C Unit Bottom Edge • Hurricane Strap (Typicalr 3 in front) Front Cross Support (May Lye cut to W) Left Bracket (16 Gauge) p 14 Self -Drilling Screws Thru Brackets 8 Back Cross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane use) Washan / Self -Locking Nuts Staull. u uALown in otrwi nl 4n rulm ,63 -uh rah liMrnu4na .At. Rre iLahed Seal DinnAyi •vala6ix upon extreme t tied .40 apply) Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Page I di Building Codes and Standards 12MIN12021 Product Approval Application Detail raft Indw or W a" Dag pending tam bps, version Onstsuuw ContactandnarlLicerns Voidem.1k validateda1M01m4(1 f6CAWLmw aaa[iln9 !titan, AMmxl,. 2020 Strait Vent Rodutzs, Ix MahW Graeam Hamate F. Nrero P.E Lacks Soudan P.E. 12/NW" 12/162020 1W611120 Appr-4 g6eary: 8rubrsi ComprXnema (677)441E3s8 PE-73778 (334)300.1800 aA tego"'. Prodtds ntNAlced 46 a Ratan of infa@arrtllrWnteom Nw Tedinobay co plienw Merhat EsWafion Report tom. gi W Florida ReinM Registered thben or a Ucensed Florida Prrenlenat Engineer jVg r• tirodud rear. f•mbarlatrtN II,IlEJ.OailbgtoD qualm Assunrma Amovad/r laJMtii Use Amend 2mostai for the i kD= 11EtlMais Golden GatHla 1 aiwdVenl Medial s154P610 Duel F-11. Flood and Wna.am Vanl 12212023 Yn Yes NIA 1001100 2 &1ert4erd Modal 01540-511 Duel Function Flood and'And.don Vent IMI2023 Yes Yea N/A .100E100 3 emadved Mader 01540-520 naWoted Flood Vent i7r312023 Yes Yn NIA .tODA100 4 sm.dvent Mods41540.321 nswted Flood Vnt t2rl12023 Yn Ys! NM 1100%loo 5 SmaM\%nt Mode111540524 equal: Garvin Dar need Verd 12)312023 Y. Ye! N/A WA 6 arortvent Modal 01640570 Mhod WBl lnealabd Flood Vent 12rJ1r1023 Vn Yes N/A NWF100 7 SmknVent Mod., e1S4P574 14.5Lqud: O.nga Dar Flood Venl 12/312023 Yes Yn NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DataN pwI ri In42021 leas Atdhrao laele grEbDmg am zm Xeoieg MadOMM filar EOmRWa®a XIMd" Xwdm 91Bmm FBCAeatml ARERM man Rswam 2020 Drexel Metal., IN Jew Shumate Zachary R. Pier LOOM Bowden P.E. 05010/2020 oaN9/2020 Oe2012020 10/1W2020 Approved CmegOry: Rooting (502) 303.1511 PE-74021 (334) 30D-1800 lubcatgol M91W Boding heumte@oexma.- Crnpema Method: SAluaOon Report Dom a Florida Registered Arched or a Learned Fiona professional Engineer ftedlens alnlot&Maroge Approad for Use ainvoyodjaulg knout gimm 1aEt Marne Product Description c .sit .dralmDan In HIM CAltaid, KM4Z AelMm From 1 Dranl Maa1 Nfl g 5yaem! DMG 10ONS, DMC 1505a, DMC 175S, DMC 2004, 12131RO25 Yn No NIA W/-1110 0MC 5V Florida Departirdintof Business & Professional Regulation P.O.2r. Building Codes and Standards > Product Approval Application Detail Beat WAY or gala isle gleraaagi an DM lomigg M td,-. Sam YAWWdae NAWIW ALOMUg PBCAareed a--d ALI" le-I.ion 2020 Therrlr-Tru Copoatlon Steve Jesporson Lyndon F. Sdimidt. P.E. Ryan J. IOng, P.E. WOM21 12212020 04=021 06092021 Approwo Category: Extenor Coo! (ao0)843-7828 PE-43409 (613)787-6556 eubCaudory: Swncho Exterior Door Assemblies Resperion@thrmtsNu.0 eomplbllice Method:"nilon Repot lam a off, Florida RegiWnd kmhded a a IJcm1rW Florida Professional Engineer Qui9twA! Aadroved tor Use Aoar-ol for On Imam 2nim Loa Ppdt MdL 13Qgrejasserte(gg cram E miralem oats In HVKZ outside HVKZ AalMa Preutia h eTnPrma-Tu FlOer-CNmleeno 9rnooM Ser Nomna168139:68tuct lmpad8gUo: Opaque 12,31=6 No Y. Y. WA Crnposle Edo. Fibarpins Single Door (InwmoAOurwIml: X crmpuratim) 2 b. Them.-Tru Fib C1.2slo and Smoom-Ser Nmm.I S&ebfr;6&qui; ImpadBqud: Opque 12/31fms No Yn Yn WA Crnposn Edge FDegn., angle Door win "Ito($) 0nwhgl0utswing: XO. OX or OXO .regunhons) 3 c. Themr-Tru Fiber -Cloak n08moolI ORar Ncmn- 6l1#Ue&qud1mpad4qur: Opaque 1201/2026 No Yes Yes WA Canposte Edge Feel Double Door wile or withun SdMles (h4wna0ulswnq XX or OXXO F-Agurdions) 4 d. Themes-Tru Fiber-CNe9910 and Smoot -Star Nominal ad",,0 &qur:trpadaqud; Opaque 12/311102% No Yes Yn WA Compete Edge Flbrpess Shot Door (n"Ing/0ulwing: X cantgurebon) 1 0 Theme-7,u Rbr.Cre•aa 4nd 8-th-Star Nominal 48039;0 &grd;tnpedequr Opaque 121312026 No Yea Yea WA Compowle Face Fiberglass Slnpe Door with Weikel.) 0nwinglOd9W erg: X0. OX a OXO a filar etrm.l 6 fTrains-Tru FDer'Clumerid Smooth -Sher Nominal 811M,l) 8quiakliedbquol, Opgr 12012026 No yes yes WA Crrpoeil. Edae Fbeght. Double Don with or ran out ad ekes 0nvMng0 teMng. XX or OXXO ccnfipuratlonsl 7 g. Themq-TN Rbr-C44tlo and Smodn-Star Nominal 66a39A 81ud:inpadW k Onzed 12/31205 No Yea Yea WA Co poets Edge Flbergiase Mhoo Door (hsMnV W6wing: X eontgurarloh) a h. Themr-7ru Flbr-CloWt end &nmM.&ar Nom mi dialog &Wd:tmpdaWOC Glued 1201202/ ND Yes Yx WA Corrlpoate Edge Flbersess Shot Door wan addit(s) (InnInggdrwrg: XO. OX or OXO danngimalna) 9 I. Thither -TN Flbm-Claw and Smoo p Nominal 68039:8 &quot:tnpabqud Gazed 12/312M No Yea Yes WA Compost. Hog. Flbera- Double Door with or wain out adeltes dn4Mna/DNtvMng; XX a OXXO CmnWfMlena 10 1. Theme T. Fiber -Classic and Sniodh-Stir Nominal a6e30A &gid;Mroed6quo; Games12A1202a No Yea Yea WA Ganpoknt Edge Fiberglass angle Door (nwlnslWtwing: X conlouratioo) 11 k. Therm -TN Flow-Clossla and Smooth -Star Nominal are39A 8grd:Mped&qur; Glazed IWI202/ No Yn Yea WA Composite Edge Fiberglass Singe Door win sdder.) Ilnfwlrggdndeg: xO. OX or OxO 12 1 rhemr-Tru F10er-Clesse and Sn ooh-Star Namind 86436.0 &gld;arped&quot Gazed 12131202/ No In s es WA Crroode Edge FlbeigNn Double Door Mn or wkh out SOetkn MwInrOWSMnp: XX a OXXO cr10e4falmel 13 in Them,a%Flbr-Clsev rida,wdh-Bar Nominal e84139:811410:11ped&Wgt Gland 121312026 W Yea Yee WA Molded Open Compotes Edge Flberians ehgle Door (n"'0WOu"Mrg: X cotiroration) 14 n. Them>Tru Fiber -Conic and anode -ear Nominal 68e39;a &QuoArv.dagiat Glazed 12/31,20" No Y. Yes WA Molded Open Crnposee Forge Abort ip angle Door nth Grazed Moldad Open Sldraeta) (n9Wng/Wtwlrg; XO. OX or OXO consgun i-) 15 a. 71rmw1m fiber -pose. rid Smooh-Stir Nominal Sili A sq cCerpad6quok Gnaw 12/312026 Na Yes Yea WA Molded Open Composts Edge nbergless Double Door with or Wthoul Quad Molded Open SWeta9 (hswinly011tswreg; XX or =0 configurations) 16 p. Theme-Tru Fiber-0.0i, end Smooth -Star Nrrina 68039:8 Beda:kpea&Wot OpBWe 1NJ1202/ No Yn Yn WA Composite Edge Rbrgmw ands Door win Molded Open Sidalko(s111neWnp,Ouswln9; X0, OX or OXO .enngu rihM) 17 q Thomu-Tru Fib-lassic rid Smooh-Sir Nammil ede3a;6 &gid;kroad6q+ot Open l W12628 No Yes Yn WA COmpoeite Edge Fiberglass Double Doorwith or vRaM Gazed Melded Oren gkel n (nswingrOWwing. XX or OXXO crlAOuretions) Florida Department of Business & Professional Regulation Pan.I r/ Building Codes and Standards 1152021 Product Approval Application�I �ai )' _f .. ,ti•�.�.1.µ, ('i. v „.,r::,., <e !7W:,. 4 ."A`9 fi & i .S`r_ Yam_, _, .. .. -.. .., .... _,._ . VS111t Enorly of gr! last Dan li0am late llfga Xruea laougldailt Gallen EgdWrAuLYagS Xl� xuam &Minded FWAgemlal al am a" Raw.- 2020 POT Industries Jans Rosworw Marra -Dade 611 O - CRi MlamFD30911CCO - VAL 11IMSM20 102r2020 111242OZO .Appr-0 Category: Exterior Door, of t) lab Otoa (lee) 315-2%0 subcWpory: aegis Crane, Door Asambles fabwaa@ppAtdu4tneo Cornpllmno. Messed: Caeecanon Mark r Laing om flYl614t11 Modulo ApQ 8arewrdrr9se Amraeed for Use mms1 REIM afa.E haled MaMl MrOrr Nams pro" angope n 1 Conrad Elmeatlan Dag a HYNE Words NVN2 RwMara 9 8fa3.3a70 (Legs M.ele sups.) Vinyl Suing Ones Door OY142021 Yn Ye9 Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherrinaTru A. SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1124 16X7 FL8248,11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (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 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 iWA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 Ni 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soft 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 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 Ill 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 Ni 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0(-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MI Tek Industries, Inc. Truss Plates FL2197.1 - F L2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the 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 Building Codes and Standards Product Approval Application Detail Wigs 1 of 3 1262022 Q292 Entitii,air am Jett note Pending Qft jig version manufgspylgf Gantlet Enalnaer &Lieenae Validated B. yaligapg(p Altiftlitilli, FBC ADDrotMI AgaroVed owu Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmdt, P.E. Ryan J. King, P E. 070312020 07/1 MIMI 07/26T2(12D 10113f2020 Approved Category: Exterior Doors (Boo) 843.70n PE-43409 (813) 7874155E Subcategory: Swinging Exterior Door Assembles 9Jwpereon®mennatW.00 Compliance Method: Evaluation Report from a in Florida Registered Archted a a Licensed Fbted F1.90047041113 Professional Engineer Products San PfOdudt lAOdel. Number or Neme product Des anpdort RUJUb Auurance Cdnbx!EXbiratlon Atureved for Use Data in HVHZ Outside HVH2 Resistant Pressure 1 a. llems•Tru Fiber•CMssic and SmoothStar Nominal 6&e3SO Squotlmpactilquot Opaque 12l312022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (InWAng/Outswing; X configuration) 2 b.Thorns-Tru Fiber-Clarl and SmoothSWJ Nominal 8&e3C 8&qur:lmpsct&quot Opaque 12/31r2022 You, Yes Yes WA Composite Edge Fiberglass Single Door with Sidetke(s) (Inswingioutswing. XO, OX or OXO configurations) 3 c. Therrne-Tru Filer -Classic and Smooth -Star Nominal 6&OW,6 &quoit Impact&qubt Opaque 12/31/2022 Yee yes Yea WA Composite Edge Fiberglass Double Ooor vdth or ""Out Slows" (Irem"Oroutrim": XX or OXXO configurations) 4 d. Thrma-Tru FlbstCleffk and Smooth -Star Nominal UtSM0 &quX;lmpad6quat Opaque I V3I r= Yas Yes Yea WA Compoate Edge Fiberglass single Door Onsmino/outswing; X configuration) 5 s. Thrm.•Tru Fiberr-Cleaaro and Srmoth-Star Nominal 8&SMO&quotlmpad&quot. Opaque 12131 r2022 Yen, Yw Yea WA Composite Ec�ja Fiberglass Singyle Door Wth sid.11.(e) pmwng 0utewing; XO, OX or OXO configurations) 6 f Themme-Tru Fiberr-Classic and Smooth -Star N.minal8&e3Q0 Arlmpad8 coot Opaque 12131r= yes Yes Yes WA Compete Edg• Flargnn Doubts Door vdtll or Wthout SldeliMs (IrKwirglOutomrg; XX or OXXO configurations) 7 g. Tharma-Tru Fiber -Classic and Smooth -Star Nominale&s998qu0tlm(sd&qu0t Glazed 121 il= Yes Yes Yes NIA Composite Edge FlherglAt Single Door Onsw ig/Ou swing; X configuration) 8 h. Thyme-Tru Fiber -Classic and Smooth -Star Nominal 8&e86B &quot:lmpaa&quoit Glued 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wide Siddb(s) (IrrWngfOubwing; )(0, OX or OXO configurations) 0 i. Therm-Tru Fibr•Cbesio and Smooth-Slar Nominal 6&836,8 &quoOmpecAquot Glazed 12/31/2022 Yes Yes Yw WA Composite Edge Fiberglan Double Door Wth or vunout Sdellas (InmWng/Outrrwrg; XX or OXXO conflguretions) 10 1 Therms-Tru Fiber-Cloadc and SmootMSbr Nomine1888tlOD &quotlmpaet&qudt Glared 1213112022 Yes Yes Yea WA Composite Edge F uglan Single Door (Inownglouhwng; X rxnfigurrtion) 11 k, Thyme-Tru FtW-Classic and SmooVFSbr Nominal "#*,08quotlmpad6qual: Glazed 12131f2022 Yes Yes Yet WA COmpogb Edge Fiberglass Single Door Wth SidNke(s) OmwnglOut.wn0. XO, OX or OXO configuretions) 12 I. Thrme•Tru Fiber-Cleemc and Smooth-Sbf Nominal S&M.0 8qud;impad&goof Glazed 1213112022 Yee Yee Yes WA Composite Edge Fiberglass Double Door with or without Sideldes (ImmnsrOubswrg, XX or OXXO configurations) 13 m Therm-Tru Flbr-Chadic and Smooth -gar Nomin216&M.68qu0tlrhpadt&qu0, Opaque, 1213lr= Yes Yea Yes WA Composite Edge Fiberglas Single Door wth &quoMknlmpect&quot Sdelita(a) (InsNurgfOutswing; X0, OX or OXO confguratbns) 14 m Tnrmil Flbr-Clanlo and SrmwM-Star Nominal 68a3P,8 &quotlmpad&quot Opsgw 1213lr2022 Yes Yale Yet WA Compare Edge Flt»rglall Double DOgr vah 8quot;Non-Impad&quot: Sidelitirs (InswmglOutswne; OXXO configuration) 15 0. Therms-Tru Fber-Classic and Smooth-Stor Nominal 860*0 &gwKlmpactIl Opaque 12/31/2022 Yee Yale Yes WA Composite Edge Fiberglass Single Door Wth liquol;Non•Irpad&quoit Sidelite(s) (IneW nsloursumng; XO, OX or OXO.cadigurawns) 16 P. Thermo -Tin Fl bar-Clanlo and Smooth -Star Nominal 8&a3g;0&quat;lmpaQ&quot; Opaque 1V311=2 Yee You Yes NfA CampOaltr Edge Fiberglass Double Door wth &quotNon-Impod6quot Sdelltas (IneMng/Oulawng; OXXO corflgunton) 17 q. Therms-Tru Fiber-Clea.l. and Smeath•Star Nominal 6&e3a,81qur;Non-Impad&qua1: Opaque 12Y31/2022 Yes Yea No WA Composite Edge Flbeglsss Single Door onviia g/Ouhwlna; X Conf gurabon) 18 rThams-Tru Filer -Claris and Srtpo"ter Nominal O&N3?8&quot pion-Impectsquct Opaque imirem Yn Yes No WA Composite Edge Fiberglass Single Door wth Sldalts(s) (Imwng/Oubwing,, XO, OX or OXO configurations) 10 a. TMrma-Tru Fiar-Clauarc and SmoothStr Nominal 66N30.8&quotNon•Impaa&quot Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Doubts Door %0th or wnout SldWPm (Ire ing/Otdsvurng; XX or OXXO configurations) 20 t Theme,-Tru Fiber-CMask and Smooth-Ster Nominal 811,11139:0 SquetNon-Impaa&quot Opaque 12131/2W Yes Yea No WA "aposlm Edge Fibeglsse Single Door (Inawng/Outswng; X confgunilon) 21 u. Therna-Tru Fiber-Ciassie and Smooth -Star Nominal 8&R3goC :0 &quot,Non•Impectl Opaque 1201/2022 Vas Yea No WA Comi7adts Edge Fiberglass Single Door with S clelite(s) (Imwng'Oubwng. XO, OX er OXO coring irrational 22 v. Theme,e Tru Fleer-pone end Smooth -Ste, Nominal 8"39;0 &quot,Norl- Im,rd&quot; Opegw 12/31t= Yes Yea No NIA Composite Edge Fiberglass Double Door win or wthout Sideltes (Inawir o/OutaMng; XX or OXXO c'ontigurations) 23 w. Thrmw`rw Fiber -Classic and Smooth -Star Nominal 84MA 6quotNon-Irlpad&quoit; Glued 12/31r2V21 Yes Yes No WA Composite Edge, Fiberglass Skala Door (InswnglOubwrg; X configuration) 24 x Therri-al Fiber -Classic and Smooth -Star Nominal 00*8 equotldon-Irrgad&quof, Glazed 1213112022 Yale Year No WA Compare Edge Fiberglass Single Door with Sldelts(s) Onswng/Oubwrg: X0, OX or OXO oonfgunhony 25 y. Therm-Tru Fiber.Classic and Smoon-Buis Nominal Sli&quotNomImpod&quo1; Glued 12131/2022 Yea Yes NO NIA Composite Edge Fiberglass Double Door Win or wthout sidelrn pmwbw rgrOuln0; XX a OXXO configurations) 28 LThe l-Tu FI rGa eand Smooth -Star Nominal g&;0 &quotNonIrrd& uotGlued 12/317iR Yee Yea No WA Composite e Ffbei loss Single Door prigs Etlp 9 fig 0 n X c 27 to. Therrtr-Tru FibrClanic and SrtnahStar l 8&#Mkg, NomnNI'inal tNm- rrodu Nomind&8S3B;0 &quotNon-Irtswct8qugt Glazed 1213112022 Yes Yee No WA Compoods Edge Fiberglass Single Door with Srlelee(e) pnsw rgKX tswi ns; XO. OX r OXO configurations) 28 A, Theirmal Fiber -Classic and Smooth-Ster Nominal SM39;0 &quotNon-Iirnpul quoit Gazed 12131= Yes Yes No WA Cgmpoare Edge Fiberglass Double Door Win or wrhout Sidelites Oneming/Outswng, XXa OXXO configurations) Florida Department of Busnass & Professional Regulation Pass 1 an Stlding Codes and Standards 1612021 Product Approval Application Detail �:fil:�i�7, h1��N��.S➢�'v��i'. "1j°�-^7!?�:-�� .� - Q .4Li>1r�^AA.+#��ti;r�M�%4+�+�M��-�i��`A�-. ^_r�i! .'eAsi'.'�'x�����s',.P'b�", am euta L9t RYe =9 all, r,Dam 292 mm Version lamb titBmm tacaaaaat aaalmm alala R.~ 2020 MI Modbes and Doors aonl Surge, L.I. Roberto Lines Seven M Urlch. PE 10e62020 IMS-7020 10A9,7020 12115=20 Mroaa Category: Siteror Dora 1717) 3m,3300 PE-S2314 (717) 317.8454 adaCetseory: sling Extorter Door Assemblies bstmgsr@.liw;J m CWVIMnce MerhoR Enluston R9pm tom a Florra Registered Alehaset Or Ucnwd Florida professional Engineer MA koOud Mods. Ha nhr r auM gout/ is aloaa Aniewn d fr use Anwovad $ D fa ifte ardun 1 Dam to HV 1Z Outada for Lin llm I/mrd Autism Damon Ja1flMlo. 1 BERIE3420AWMINUMBGD SERIES 420 ALUMINUM SGD OXO 1201202/ No Yes No N/A 14&3N6qudx608quo1: NON -REINFORCED 2 SERIES 420 ALUMINUM $OD $CRIES 420ALUMINVMSGD OX XO.XX 121312024 No Yn No WA aa8qudr808qud; NON -REINFORCED 3 SERIES 420AILl INUM SC.O REWORCED SERIES 420 ALUMINUM SOD REINFORCED DXO 12A1r2024 No vn No WA 145.14&quotX068qud. 4 SERIE8420ALVMINUMSW:eNFORCED SERIES 420ALUMINVMOGD REINFORCED OX. 12012024 No Yea No WA XO. XX9S&WotX9a&qud: B SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 120312024 No Yes No WA 1476qual:ea/6g1d. Florida Department of Business & Professional Regulation Buildirig Codes and Standards Product Approval Application Detlll 1M2021 ✓ ,a ! 4.0 ,. n. t .... _ "'nywi`fi'191�yV::.� /?Jn Fer� �t. a x' .,,�A��d<�+'_: '�.,v. `r!•, .. ."!`!',Yb���1 'al�r�,.�`Ye'. 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Pa ttQ2ri010 t t/JVT020 71f18/2020 AI%x0,ad GtsporJf Exterior Doors (800) B43.71J2B PE.1310g (813) 7874555 A1lamelkh 2020 POT InMaMp Jan+WopwW MamFOade eCCO •CER keertlFD•da BCCO • YAl 1 tpb/2D20 t ip5Ad020 11/it/2020 Approved liavl■lon 2020 MI wlndwe and Doan Brent 91Nnpar American AreAAtdurM eleven M 11ndL PE ,OgBrs020 ,0@BRO20 1011&207'0 Approved CMeOaY:wrtrldoae 171713Btl-]500 Menvrclurrs Association 1717j 317-0471 adDCtHllktY: 8wiryinp Exterior Door Apandbs ajaaperwroNartnanu.00 C+I•ge+Y YNnOows (841)48&Ot00 (788)Jt&25.0 CMepOry: WMdlma lit 71385.3300 Mmuficluren MsacNtlan (t17)311.840/ sWGl.pory: Pored brunplyjimnd.00m Compliance Meshed: Ewlusdon ft•Itortfrom a m eubCrepory-. 5rgle hung lrppnki@pggrWuwlegc adfWepoM Norlxaeel9Mdr Osm++Pgpmlwo.cam I;prlpllrtn Mallod Cetifbedan Mark a LltlNp Fbtida Registered Archeaot or a IJeanead Plaids eemPur,p MrDm: CeraAeadon Mark a Llepnq om CanplMp NA•d,Od: Cr0lkaeon IAerk a Llemg PrpfaeaionaJ Bpintla Ewmaimenim ��s rmdad■ fJlnpuJrte weesuma PLftOM1•R7 }rntlut:tt AYapLABYEIOfd !gam almtslailgLlal laBifd Aaalu rJearld ►aruana AmrovW tar Ua• Aa«owd t« Ur mppE p� .@WIOCLMII�i Amw.e rer u.. 191MY 11� t]uslM Atafunnee AGRMMWALUB Aeorbvatl lbr Uae J= gm(gg i!a! 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PA 1,2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4O/2020 For drect Inks to all SOT approvals listed below, For additional Into,, atom regarding Florida's Statewide Product Approval "am on d Mlam4)sdo County Notice of Acceptance (NOA), gl,IQ daM FLA235&RT AW L91 Product Doscriation 1 Titan Stallmless; StoolConcrete, & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless sleal masonry screw FL4AVA9-RO fial Product Model. Nurn bar or Name Praduct Description 1 SDII 01 12DBB Outdoor Accents Connector Screw 2 SDOI 12, SD9212, SOI 0112. SD1 0212 Strong -Drive SID Connector Screw 3 S091 12SS. SD0212,SS Strong -Drive SID Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22856, SDCF221014, Strong -Drive SMP Timber-CF Screw SDCF221 134, SDCF221334, SDCF271 OU, SDCF272358 5 SDCP22434, SDCP22512, SDCP22014, SDCP227O0, SDCP22858, SDCP22912. Strong-Drivis SDCP Tim ber-CP Screw SDCP221 100, SDCP221134, SOC P271400 6 SDHR274OO, SDHR27614, SDHR314OO, SDHR31614 Sfrong-DNs SDHR Combo -Head Screw 7 SDS25112 SDS25134, SDS25200, SOS25212, SDS25300. SDS25312, SOS2541 2: Strong-Otive SIDS Heavy -Duty Connector Screw SDS25500 SD525800, SDS25800 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS253OOSS. SDS25312SS Strong-DrIve BIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw F10110007-RIII AW Product Modal. Nurn bar or Name Pnoduct Description I ATIR318, ATR11Z ATR518. ATR314 Threaded Rods 2 ATUDS, ATUDO-2, ATUD9, ATUM2, ATUD9.3, ATUD1 4, ATUD14-2 Aluminum Take -Up Device 3 EP318-2, BP112, BP112-3, BP6/8-2, BP518-3, BP3(4, BP3/4-3, BPRTUD3-4 Booring Plates 4 CNW318 * CNW112; CNW518. CNW34, CNWWB-1/2, CNWW4-5/8 Coupler Nuts 5 CTUQ55, CTUD65, CTUDOS, CTUD75, CTUD7e, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Taket-Up Device CTUDO8, CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTUO3. RTUD3B, RTUD4, RTUD4B, RTUD5 RTUD8, RTUD7, RTUDO Ratcheting Take -Up Device 8 TUDO, TUDIO Toko-Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiodown System I I URS4 1/2" Uplift Rod Run Tisdown System 12 URS5 505" Uplift Rod Run Tiodown System 13 URSe 3/4" Uplift Rod Run Tiedo%�n System FL#10441-R6 Aga Product Model, NuM bet or Name Pmduat Description I DTT2 Hold-down 2 HDC1014, HDC1Or22 Hold-down 3 HDO8, HHOCil, HHDO14 Hold-down 4 HDU2, HDU4: HOU5, HDU8. HOU11 HDU14 Hold-down 5 HPA28, HPA35 Slirop4lyle purlin anchor a LSTHDS, LSTHD8RJ Strop -style hold-down 7 MASA.MASAP Foundation anchor step 8 MPA132, MPAI" Strap�styla purlin anchor 9 PA18, PA23. PA28, PA35. PA51, PA08 Sirap4tyle purlin anchor 10 PA118, PAI23. PA12a PA135 Stop -style purlin anchor 11 STHD1 0, STHD1 ORJ Strop-s" hold-clovir 12 STHD1 4, STHDI 4RJ Strap-styler hold-down Simpson Strong -Tie 2020 F13C Approved Products Updated I ZKOW20 For direct Inks to all SST approvals liked b4low: CLICK HER For arldtionel information regarding Floridies Statewide Product ApL-al System and Marri County Notice of Acceptance NIGA), JLtQK1=. 21 LB series he rigers Top flange hangers available in Wdth of 1 .911 &'and heights ranging from 5-3/8" to 15-118" 22 LBAZ series hangers Top fiango hangers available In wdth of 1-9/1 V'and heights ranging from 91-M S` to 13-118", 23 LEG3, LEG5, LE07 series hangers Top flange hangers available in widths ranging from 3-11W'to 6- 7J8" and heights ranging from 9" to 33-1/7' 24 MIEC5, ME07 series hangers Top flange hangers available in widths ranging from 5-114" to 0­ 7/8" and heights ranging from 9" to 32.112' 25 MIT senes hangers Top flange hangers available in widths ranging from 1 -9/1 &'to 5- 1/8" and heights ranging from 9-1 Wto 2X'. 26 PF, PFB, PFDB, PFDSB sellers hangers Top flange hangers available in width of 1 -9/1 S"and heights ranging from 3-affi" to 7AW 27 FIR Ridge falter connector 28 WP series hangers Top flange hangars available in wilthe nariging from I Wl6'tD 7- 118" and heights ranging 9-1/4"m 32". fL#to86o-R5 Od&g larxiduct I ASA44, ABA44R, ABA48, ASA48R, ABASO ABA66R 2 ASU44, ABU414R, ABLI ABU46R. ABU5-5, ABU54 ABU65, ABUO6, ABU66R, ABU88, ABUBOR, ABU1010, ASUI01OR, ABUI212, ABU1212R 3 ABW44Z, ABW44RZ. ASW46Z, ASW40RZ, ABW66Z. ABWWRZ. A8W7-7 4 ACA, A04R, ACE4, ACO, ACOR, ACEO 6 BC4, BC415, BC4R. BC6, BC6R. BCS, BCS2-2/4 BCS2-M 8 C844, C844S. 080, C968, C888 7 C135044-SOS2, CBS048-SDS2. CBSQOO- SDS2. CBW88-SDS2, CBSQWSDS2 8 CC, ECC. EOCU Swiss 0 CCQ-SDS2.5, ECCQ-SDS2. 5 Sense 10 CPT44Z, CPTe6Z, CPTS8Z 11 EPS44A, EPS". EP13413. EPBW 12 EPS4Z 13 LC844, LCBOO 14 LPC4Z.LPCOZ is MPBW, MpBW, MPS88Z 10 PB44, PB44R, PS46. PBW. PBOOR 17 PBS"A, PBS46 PBS06 18 PBV6,PBV1O 19 PC44-1 8. PC46-11 6, FFC48-1 5: PC54-1 8. PCOO­ 16, EPC44-1 6. EPC48-1 8, EPC48-1 5, EPC04.18, EPCSO-18 2D F`C4Z1 PC4R7, PCSZ, PCORZ. PC8Z, PC8RZ EPC4Z, EPC4RZ, EPC6Z, EPCBRZ EPC8Z, EPG8RZ 21 PPB"-4Z. PPB44-6Z 22 RPBZ FL*IOW�R5 filill Product Model, Nurn bar or Name I FJA, FSA 2 FRFP 3 GH46-8, GH48-8. GH4M, GH48-8, OH41 ", GH410-8. GH66-6, CHOO-8, GHO13-6, GH88- 8, GH61 0-6, CHOI" 4 GLB5A. CLI35B, GLI35C. GLB6D, GL87& GLB7B, GLB7C, QLB7D 5 GLBT51 2, GBLTO12, GLST5iS. GSLTO116, OLM20: GBLT620 e HGLBA, HGLSB, HGLBC. HGLBD 7 HOT-2, HGT.3, HGT-4 a UFp1O_SDS3 9 URFP larroductDoscrintion Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Clip Post Cap Embedded Column Bass Embedded Column Base Balked column caps wkh W1 ranging from 3-1/4" to 9-110 and W2 ranging from 3-5J8" to 7-1/2" Scievved column caps with WI ranging from 3-1 IVto 9-1/Z'and W2 ranging from 3.&8" to 7-112" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Pod Base Round Port Be" Post Cap Postc2p Post Base Retrofit Post Bass Product Description Foundation Anchor Flat Ristriorrit Foundation Plate Girder Hanger Clulom Bearing Plate Glulam Bearing Plots Heavy Glulam Bearing Plate Heavy Girder Toodown Universal Foundabon Plate Universe I Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"M20 For direct Inks to all SST approvals Noted below, CLICK HERE For additional Infornitallon regarding Florida's Statewide Product Approval System and Marri-Dade County Honda CC Acceptance (NOA). CUCK HERE. FL#10446-Rfi AW Product Modal, Number or Name Product Doiscilotion 1 A21. A23, A33, AM. A36. A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APS44. APB44R, APVB66. APBOOR, APB88, APB68R, APS1 01 O� A13131 01 OR, APVB44, Outdoor Accents Post Bases APVB44R. APVS66: APVBMR, APVB88, APVBS8R, APVB1010. APVBIDI OR 4 APDJT2-4, APOJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2A, AFvVDJT2R4, APVE)JT2-e, Outdoor Accents Dock Joist Ties APVDJT2R-8 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hangar 6 APL4, APL8, APT4, APTS, APVl_4, APVL6, APVT4, APVTS Outdoor Accents L and T Bearn-to-Column Ties 7 APLH24, APLH24R. APILH26, APLH2eR, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Lodger Connector 9 CBT2Z.CBT4Z Concealed Beam Tea 10 C.JT3Z, CJT4Z, CJT5Z. CJT6Z Concealed Joist Tim 11 DJTI 4 Deck Joist Tie 12 DS Dry Wall Stop 13 F04 FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, HICA-2, H10S, H14, HGAID Hurricane Ties 17 HCJTZ Heavy Concealed Jost Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Knes-Brace StabilizAt 20 LSO.L50,L7QL9O Angles 21 LCE4 Post Cup 22 LS30, L650, LS70, LSOO Skswoble Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ28LZ, LSSJ12ORZ, LSSJ2BLZ, LSSJ2SRZ. LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 25 ILSSRI 81, LSSR2.1, LSSR2.37, LSSR2.58 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skew2ble Hanger 28 LTP4.LTP5 Tie Plates 27 ML23Z, MI-24Z, ML202, ML28Z. ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU26, MMLU28-2. MMILU210. MMLU1211, MMLUI39, MMLU1311 Faloo-Mount Hangers 31 RSC. RBCP Roof Boundary Clips 32 RST-3 RoolTia-Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC.STCT.DTC.HTC4 Truss C lips 35 TJC37,TJC57 Truss Jack Clips 30 Z2.Z4.244 Panel Stiffener Clips FLNIO"7-R5 $led # Product Model, Nurn ber or Name I AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3. DSC51_-SOS3 3 GBO 4 HCPI.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC", HHFIC5.25/3.2ti. HHRC5.37t3.12, HHRC68 0 HRC1.81, HRC22 7 LRU26. LRU28, ILRU210, LRU212 8 LSU28, LSSU28, LSSU210 9 TBE4, TBE6 10 TC24. TC26, TC28 11 THA20, THA2113, THA21 8, THA21S.2, THA222-2, THA413, THA418, THAC4118, THA422. THAC422, THA426, THA422-2, THA428-2 12 THAIISI122, THAl2 06122. THAl2 U22, THA1222, THA1322, THAJ35522, THA1422 13 THAL422, THAR422 14 THJA2O, LTHJA26, LTHMA 15 THJM2-"DS3. THJM2-5�SDS3, THJU28, THJU2&W 10 TSBR2-24 17 VPA2, VPA25. VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12130rA20 F: direct Inks to all SST approval, Isted below, cLic K HrRE F s4dtlonel Information regarding Florides Statewide Product Approval System and Motryi-Dece County Notice orAii0eiptance (NCA). CUCIS UE3 FILM 046&R5 0 a,W Product Model, Nurn bar or Name Product Description 1 ET,BTB.BTH Brick Ties 2 CMST12, CMST14, OMSTC18 Coiled Straps 3 CS14, CS16. CS18. C-820. CS22 Coiled Straps 4 CSHPI8, CSHP20 Coked Straps 5 CTS218 Compression/Tonsion Strap a DSP,SSP,TSP Stud to Plate be 7 H1, HIOA, H2.5A, H3. HO. H7Z. H10, HIOS. H10-2. H16-2S Hurricane Ties 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 9 H524 Hurricane Tie 10 HSS2�SDSI,5, HSS2-2.SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2. HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20. HTS24, HTS28. HTS30. HTS30C Heavy Twat Strap 13 HTS01 5KTZ. HTSQ20KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 16 ILSTAR LSTA12. LSTA16. LSTA18, ILSTA211. ILSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LST173 Sliraight Straps 17 LTB2O, LTB40 Brdging 18 ILTS12, LTS10, LTSIS, LTS20 LghtTWatStrap 19 MOT Medium Girdair Tiodown 2D MST27, MST37, MST48, MSTOO, MST72 Straight Straps 21 MSTAO, MSTA12. MSTA16. MSTA18, MSTA21, MSTA24, MSTA30, MSTA38 LISTA49 Straight Straps 22 MSTC28, MSTC410, MSTC52, MSTC6e, MSTC78 Straight Straps 23 MSTC48133, MSTCSOB3 Pre -Bent Straps 24 MSTI26. MSTI36, MST148, MSTIOO, MST172 Straight Straps 25 MTS12, MTS18, MTSi8, MTS20, MTS24C, MTS30, MTS30C Medium TwIstStrap 26 NCA2x1 0-12, NCA202-12, NCA2x8-IO, NCA2xiO-16, NCA202-16 Brdging 27 RCWB12, RCWB14 Wall Bracing 28 RPS18. RPS22, RPS28 Repair Polls Strap 29 RSP4 Stud to Plate Connector 30 SPI. SP2. SP4. SPO. SPO Stud Plato T is 31 SPH4, SPHO, SPH8 Heavy Stud Plate To 32 SSI.5. SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST1 2, ST10, ST22, ST292, ST2122, ST2115, ST2215, ST8215, STO224, ST(523a Straight Straps 34 T820. TB27. TB30. T11336, TB42, TB48. TB54. TBW TS6O Tension Bridging 35 TW810, TWS12. TWE14 WWI Bracing 36 VGT,VGTR,VGTL Variable Pi Girder Tisclown 37 WS1100, WBIOOC, W81 28, WBI 28C, WB143C Wall Bracing 7r.71 IR, Piroduct Description I 031­12.37t;5.6, 0SH2.37x7,83. CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Dreg Strut Con nections Cable Brace Connector Hip Corneir Plate 3 HGU3.63-SOS. HGU5.25.SDS HGU5,50-SOS, HOU5.62-SDS. HGUTOO-SIDS, HGU7.25- Heavy Hip to Ridge Connectors 5DS, HGU9.00-SD5 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.506SDS. HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGUQ.00-SDS Truss Bearing Enhancet 6 HHUS28.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5.50110. TfussClip HHUS7 25110 Adjustable Truss Hanger 7 HSU R, HSUL, HSUIRC. HSUILC series hangers Adjustable Truss Hanger Sized for I-Jorsts Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU20-2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacier-Restraint Variable Pitch Connectors Valley Truss Clip 10 HU001 81/9-SIDS, HUCOI.81111-SDS. HUCO210.2-SDS. HUCO210-MDS, HUCQ310- SDS, HU00410-80S, HUCQ412-SDS, HUCQ5.2M-SDS. HUOW 25111-SDS, HUC0610- SDS, HUCQ612-SOS Simpson Strong-Tie2020F13C Approved Products Updated 125V2020 For (it" Inks to oil SST awtovals listed below, CLICK HER For addtmol Information regarding Florida's Statewide Product Approvatl System end Mam-DodeCounty Notice of Azooptance INCA). Mum. FLIJ 14611-RO gig" Product Model, Num bar or Name Firmiduct Description I HHUS210-3, HHUS21D-4 Joist Hanger 2 HRS6, HRS8, HRS12 Stop Ties 3 HUCQ210-2.SDS, HUCO210-3.SDS, 14UC0310-SOS Joist Hanger 4 THGB2. THOSS. THGBHZ THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THGC3-SDS4 5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS8 Joist Hangar 6 THGW3-3, THGW34, THGW4-3, THGW44 Joist Hanger FL#1 J473-R5 AME Productfillodel. Numberor Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofft Anchor 3 HIO, H18S, 1­110-2� H16-23 Hurricane Tie 4 HE-TA12. HETAIO, HETA20, HETA24, HETA4C Embedded Truss Anchor 5 HETAL12, HETAL18, HETAL20 Embedded Truss Anchor 6 HGAMIO, HMO Masonry notrofit connectors 7 HHETAIS HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3.SDS2.5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, METAI6, METAIB, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCMOO Step Tie for Masonry 12 MTSM116, MTSM20, HTSM16, HTSWQO Twist Strap for Masonry FLOli4WRS Jill Product Model. Numberor Name Product Description I IDTTiZ Dock Tension Tie 2 HD12, HD19 Solted Holklowns 3 HD36, HD5B, HD7B. HD9E Bolted Holdowns 4 HTT4. HTTS, HTTS-3/4 Tension Ties 5 LTT19, LTT20B, L71131 Light Tension Ties FL#1 3628-R5 AMA Pirciduct Descricirtion 1 SBS/8x24, SB718x24, SBIx3O SB Anchor Bolts 2 SSTB16, SSTB20, SSTB24. SSTB28, SSTSM, SSTBN, SSTBI OL, SST82DL, SSTB24L. SSTB Anchor Soft SSTB28L FL#1 3$72-R4 ,vd&l Product Model. Number or Name Produat Description I CMST12, CMST14, CMSTC18. CS14. CS16, CS18, MO. CS22 Coiled Straps 2 HRS6, HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18: FHA24. FHA30. MSTI26, MSTI36, Straps 97 frill (12 go) MST148, MSTI60, MST172, &WST27, WMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twat Straps 4 LSTA30, LSTA313, LST140, LST173, MSTAO, MSTA112, MSTA15. MSTAIS, MSTA211, MSTA24 Straps 43 mill (18 go) 6 LSTAO. LSTA12, LSTA16, LSTA18, ILSTA211, LSTA24, ST292, ST2122, ST21 15, ST2215 Strap 33 mil (20 go) 8 LSUSH3.25, SUBH3,25, MSUSH3,25 Bridging Connector 7 LTP6 Lateral Tie Plate 8 LTS12,LTS16,LTS18,LTS20 Light Twist Straps 9 MSTASO. MSTA30, ST02115, ST8224, STS, ST12. ST18, ST22, MSTC26, MSTC40, MSTC52 Straps 54 mil (16 go) 10 MSTCOO, MSTC78, STS238 Steps e8 mil (14 go) 11 MTS12, MTS18, MTS18. MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 12 S181.56, &51.81. S/1212.00. SIS2.37. SIB2.58, WB2,86, SIB3.12, Si`IB3.56, SIB3.02, SID4,015. Top Flange Joist Hangers WB4.12. WE14.28. 81134.76. SIB6.50 13 SIFBA2.12M. SaA2.12/1Q SJUA2.11212, SGA2.12/14, SIBA4.18/8� SIBA4.18110, Top Flange Joist Hangers SIBA4.181112. SIBA4,18/14 14 SFHIA HurricanoTie 15 S/HD8S, S/1-1088, StHDIOS, VI-101013, SIHDISS, SIHO158 Holdowns 10 &HDU4, WHOUS. S1HDUQ, S/HDU11 Holdowns 17 SQCT, StHJCT Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1 -9MWto 3-W18" and heights ranging from 9.1/&'to 23-15118". Face -mount hangers Face -mount hangers available in Wdths ranging from 1-518"to 7. W8" and heights rainging front 5-511V'tti 12-76". Face -mount hangers Face -mount hangers Skewed face-mourrit hangers available in vvidthe ranging from 3. 1/8" to 6.118" and heights ranging from 4,V4" to 16-3f4". Concealed Mange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 11-9/1610 7- 1/2" and heights ranging from 2.716'to Concealed flange version (HUC) available for all models having width equal to or greater than 2-Of16" Face -mount hangers EEM Simpson Strong -Tie 2020 FBC Approved Products Updated 125"20 For direct Inks to all SOT approvals listed below, CLICK HERE, For additional information regiording Florida's Statewide Product Approval Systern and Mami-Dade County Notice of Acceptance (NOA). jW&&" 15 SfLBVI,66, SILSVI.al, SILBV2,06. SILBV2,37, SAUSV2,56. SILBV2.68, StLBV3.12, Top Flange Joist Hangers SfLBV3 58, SILBV3.82. SILBV4.06. S/LBV412, SfUBV4.2S, SILBV4.76. SILBV550 19 SILTT20, SJOTT2Z, S&fTT14, HTT4, HTT5 Holdowne 20 S/MST60, S/MST72 Straps 118 mil (10 go) 21 SP4� SPO Stud Plate T Was 22 SSP,DSP,TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FILM 3904-RS AW . I M1 1 CCCIW _S DG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTOM4,82-SOSG, CCTQMS.50-SDSG, CCCQf4 62-SDSG� CCCQM4A2-SDSG, CCCQM55O_SOSG: 2 ECCLQM3.62G4(T. ECCLOM4.62G.KT, ECCLOM5.50G.KT, ECCLLQMD3.62G-KT. ECCLLQMD4.=-KT: ECCLLQMDrQ.50G-Kr, ECCLROW3.620-KT, ECCLROMD4.62G- IKT, EWLRQMD5.50G-KT 3 HGUM5.25 HGUMS,50, HOUM7.00, HGUM7.25, HOLIM9.00 4 LGUMM2, LGUM26-3. LGUM264, LGUM28-2, LGUM2W, LGUM28-4. LCUM210-2. LGUM210-3, LGUWIC-4, LGUM46. LGIUM48. LGUM410 5 MBHA3,12/9 25, MSHA3.12111.25, MSHA3.560 25, MBHA3,56)9.25. MBHA3,56/1111.25� MBHA&56111.88, MBHA3.5&14, MBHA3.56/16, MBHA3.56118. MBHA5.5W.25, MBHA5.5019 25, MBHA5.5(Y11.25, MBHA5.50/11 88 MBHA5 50M4, MSIHA5 50MO, MBHA5.50118 6 M13HU3.5M.25. MBHU3.5&11.25, MBHU3,515111.88. MBHU3.56114, MBHUS.66/16, MBHU3 68118, MISHUS6019.25, M13HU5.MI1.25. MBHU5.5VI1 .88. MBI-11,115ZO/114, MBHUS,M16. MBHUS,50118 FL#113976,1`16 JILX_ Product Model. Numbaror Name 1 SDW22300, SDW2Z3W, SDW22438, SOW22468, SOW22600, SDW22600, SOW22638, SDW22834 2 SDWC15450 SDWC15800 3 SDWHIWOODS, SDWH10400DB. SDWHIOGOODE, SEYWHI980ODB, SDWHI9100ODB 4 SDWH274OOG, SOWH27OODGl, SDWH27800G, SOW1H271OOOG, SOWH2712OOG 5 SDWS16212, SOWS10300. SDWS1 6312, SDWSI 6400 a SDWS1980O, SDVVS1971Z SOViiS22400,SDWS22500.SDWS22512. SDWS225W SDWS22800, SOWS22900, SDWS221 MO. SOWS221 100, SDWS221200, SDWS221500 7 SDVVS2230ODB SOVUS2240OD8, SDWSZMOOB� SDWS228000B, SOWS2280OD8, SDWS221 ODOD13 8 SDWS22312DBB, SDWS22512DBI3 9 SDWS27300SS, SOWS2740OSS, SDWS2750OSS, SDWS276ODSS, SDWS278WSS, SDWS271000SS. SOWS27120OSS 10 SDWV13400 I I STN22 Fli-41 SM3-R3 -d&# PrOdUCt 1111011811. N1.1111tor or Nathe I AS 18, AS 11585, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Boom Hangers Product Description Strong -Drive SOW EWP­PLY and TRUSS -PLY Scrows Strong -Drive SDWC; TRUSS Screw bvong-DW* SDWH TIMBER-HE)(Sorew Stroing-Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SIDWS FRAMING Screw Stiong-Drive SOWS TIMBER Screw (Inanor Grade) Strong-Orive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SIDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer E=ct Description 18 go Truss Plates 2D ga. High Stongth Truss Plate 20 go. Truss Plate Hinge Plate Connector FL#15730-R4 AW Product Model, Number or Name Product Dmiripban 1 ET -HP Adhesive Anchor for concrete 2 GAC. GOP. GDPM-50, GDPM-75, GDPM-iCO, COPS. GW-50. GW-75, GW­1100, GTH Gas-actualied fasteners end assemblies S POPA, PDPA-K, POPA-MG, PDPAT. PDPAT-K PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSV1_3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PrRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 1250=0 For direct Inks to all SOT approvals Noted below, For additional informabon r"OrIllig Florida's Statewide Product Approve) System and Mom -Dade County Notice of Acceptance NOA), QUICK HIME I I HUS, HUSC series hangers leace-mount hangars available in widths ranging from 1-518* id, 3. 9116" and heights ranging from 4.5116'to 11" Conceakedflange version (HUSC) available for models having width equal to or greater than 3.9116" 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718"bD 3. 518" and heights ranging from 9.114!'to 16' 13 LGU3-25-SDS, LGU3.63-SDS. LGUS.25-SDS Face -mount hangers 14 LU24, LU25, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in wdths ranging from 1-911 V'to 4- 5/8" and heights ranging from 3" to 10-15118" 17 MGU3,63-SDS� MG1.15.25-806, MOU5.50-SIDS, MGU6.82-SUS. MGU7.00-SDS Face -mount hangers 18 MIU series hangers Foce-finount hangers available in wdths ranging from 1-9/1 W'to 5- 1/8" and heights rainging from 6-15/16'to 19-11W. 19 MUS213, MUS28 Face -mount hangars 2D SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 9/10" to 3-9/16'and heights ranging from 3-1M Wto 13-3/4" Concealed Mange version (SURC, SULC) sivailable for all double 2X and 4X models; on ty acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from I.911V'to Wand halgints ranging from 2.518" to 11-1/4" FLIM O"7-RO A2" Product Model, Number or Name Product Descriatlan I SA series hangers Top flange hangers ovallable in widthe ranging from 1 -9/1610 7- 118" and heights ranging from 7-116' to 210". 2 DGBF series hangers Top flori hangers available Inwidths ranging from 3-5/8"to 7- 118" and heights ranging from 9-1/,Vto 24". 3 DGF series hangars Top flange hangers available in wdths ranging from 1 -1 12'to 3�- W8" and heights ranging from 7-11,V'to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1 -314" to 3. 518" and heights ranging from 9-1/4" to 24", 5 EG5, EG7, EGO *or" 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 hangers available in wdths ranging from 3-516'to 7� 114" and heights ranging from 11-114" to 37' 7 GLS series hangers Saddle hangers available inpAdths ranging from 3.114" to 6-7)9' end heights ranging from 8- 1 J2" to 29'. 8 GILTV sense hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- 118" and heights ranging from 11" to 32' 9 HB series hangers Top flange hangers available in wdthe ranging from 1016" to 7- 1/2" and heights ranging from 8" to 30" 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/6' and heights ranging from 10-1 17'to 2W. 11 HGLT series hangers Top flange hangers available in vAdths ranging from 3-114" to 8- 7/8" and heights ranging from 7-1 r2'to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114!'Io 7- 118" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116'to 3- 9/10" and heights ranging from 161c 26' 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-lit" to 3-9/16'and heights ranging from 5-3/8" to 113-11W 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from I -9/18"to 5- 1/2"and heights ranging from 3-7118"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 wc1ths ranging from I -QhV'to 7- If8" and heights ranging from 5.3t8" to 2W 17 HWPH set" hangers Top flange hangers available in widths ranging from I -911IT'lo 7- 1/2" and heights ranging from 5-3W to 37'. 18 ITS series hangers Top flange hangers available in widthe ranging from I .91161D 3. 5/8" and heights merging from 9.118" to 16' 19 J13 series hangers Top flange hangers available in width of 1 .911 IT'and heights ranging from 5.318" to 7-1/4", 20 JBA series hangers Top flange hangers available in width of 1 -9/1 Wand heights ranging from 9-3/1 tr'to, 13-1/8" CEM Simpson Strong -Tie 2020 F13C Approved Products Updated 1ZOA=O For direct Inks to all SST approvals Ned below, CLICK KER For additional information regarding Florida's Statewide Product Approval System and Mom -Dade County Notice of Acceptance NOA). &6WIM9. 5 SET-XP Adhosjlve Anchor for concrete 8 Strong -Bolt 2 (STB2, STS24SS, STI32-88S) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD�1­14SS, THO-HeSS, THO-CS, THD-CSOSS) Tken HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainless steel. or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (TH037634RC. THD50934RC) Than HO Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (rHDB25158RH, THDB37158RH, THD37212RH, Then HO Threaded Rod Hanger for concrete THD50234RH, THDIO212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#1 6230-RO Al2" I AT.XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 6 Titan 2 (77N2) 6 Titan HID (THD-H4SS, THD-H6SS, THD-CSOSS) 7 Titan Turbo (TIM FILM693741M 12U PrOdUCt Model. NuMbfir or Name 1 )(3481018-SK, X1S1O16, XI BI OIe4K. XC1S101O, X01 81 O18-4K 2 XL0114TI224, XLC114B1224.2K 3 XM01 14151224, XMQI 14131224-21K 4 X01 1 4SI 224.)(011141211224-2 6K X1 14S1224. XQ1I 2SI224, XQl 12BI224-2K 6 XU34S1 016, XU34BI 01 "K FL#M20-RO Ming uct Model, Number oraM 1 OSSCB43.5, OSSCB48, DSSCB48, DSHS 2 FCB43.5, FC845.5. FCB47.5, FCB49.5, FCB411 5 3 FPHSOMSIOI0, FPHSD34131018, FPHS034610la-5K FPHSD34S1214, FPHS03481214, "SD34BI214-5K 4 LSFC2.25. LSFC4.25, LSFC6.25, SFC2.25, SIFC4.25. SFCe.25 6 ILSSC4 25, LSSCS.25, SSC2,25, SSC4,25, SSC9 26 MSSC2.25, MSSC4 25, MSSCO.25, MSSC4.25KW, MSSC6 26KW 6 RCKWS, RCKW55, RCKW7 5, RCKW3S, RCKW5.5S 7 SCB43,5, SCS451, 90647 5, SCB49.5, SCB411.5, MSCS45.5, MSCB47 5 8 SCS32-5197. SCS82-5N7. SCSe2-5/115. SCS82-61118 9 SCW3.25, SM5.5 10 SJCO.26, SJC10.25, MSJC8.25� MSJCIO.26 11 SSB3.518 12 XLSH34B1414, XLSH7881414 13 XQISIO18, X01131018-4K, X01S1214 X0181214-3 SK, X078S1224, X076131224-3K, X0114SI224,)(011481224-2 SK XQI 12SI224,XQ11281224-2K. X348101e.5K. MS1018, X1810164K XISI214, XiBI214-3.5K Product Dowription AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for itmosonry SET-XP High -Strength Epoxy Adhesive for masonry Sirong-Solt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 318 stainless steel with countersunk head Then Turbo Screw Anchor for concrete or masonry Product Description 010-16 Strong -Drive X Metal Saff-Drilling, Topping Screwa vvith #3 Drill Point 012-24 Strong -Drive XL Large -Head Maul Soff-Dfilling. Tapping Soreviiii. with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Hood Metal Self -Drilling, Topping Screws with #5 Drill Point and Medium Diamolor Hex #12-24 Strong -Driver X Metal $0-Drilling, Tapping Screws with #6 Drill Point #10-16 Strong-Drivo XU Motal Self -Drilling, Topping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing FlIxed-Clip Connector #10-18 and 912-14 Strong -Drive FPHSO Framimg-bD.CFS Sell - Drilling. Tapping Screws Steel From Ing Con nector Stool Stud Connactors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Side -Clip Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Dhvo XLSH ShouldgFed Soff-Drilling. Tapping Screvvs #10-16 #12-14, and #12.24 String -Drive X Metal Seff-Drilling, Tapping Screws Q > 0 (D -C- cl. o 2 CU -@ a 0 -a CD a- Cn - a) (D 0 _C) ICU 0 0 ICU U_ %+- 0 CU > Cn - Cn -0 (D Cn E I- CU 2 Q. ICU -0 '60 c= -6-f C/) W mi Ce3 C%a C2 CD = , C, CL 471) c: C-4 C-4 C Ca c� E Z ICU > 0 L_ > CL 0 0 =3 _0 0 ICU M =:3 0 ICU LU < (D Z Z a_ March 6, 2023 SHEET NO. PA 1.31 l.nc, PG'l• Industries, Inc. Pit4D1 CTCa?4TSOZ SEGii4N ItGT Indatstrits. Inc. tt�. sa* �'� saw R00m°'-°$ NOTICE aF ACC'EPT3:'yCE: Efi'ID►E:�TCE SUBMITTED NOTICE OF �iCCEPT �TCE: EVIDENCE SiTB14l1TT�D DEPARTE�TaF REGt:1LA•r03t}'A1�FDECOG!V'o17�IIG RESOUB�GESptER1 Ir1�, Flnside 33175-:x7� BOAItDAPtDCODEAD3eQM5'[itATraNDrttIStaAT i{786j3Fi-2i90 F�786]3ii-2544 �vorlCE of ACCEpT�NCE: E�r'IDEI�TCE SL?B31QiTED D. Lt�LI•I� �SSL7I�.NC'E NOTICE OF ACCEPTANCE (110A) �""�"'ea°`�a'"''�0a°�` 1. Evidence submitted under rations NOA A. DRAR'LNGS P (continued) B. TESTS continued 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ PGT Industries, Inc. 1070 ?ecltno�lo� Drive, 1 _ Manufachuan's die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 North Venice. FL �#:7a (Srtbavfilled rmder.�1'UA?�o.11-U107. pd} 2} Uniform Static Air-Pressaur Test, per FBC. TAS 202-94 E. MATERL�L CERTIFICATIO�iS Scarf: a_ Drawing No. i�#I3-S570.Q, titled `Vinyl Sliding Glass Door NOA {LMj", sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. Ir-Og28.i�! issued to Vision Extrusion Limited for their ThirsNtJA is being issued under the applicable rules andnegulatioas governing the use of caastroctiontnsttxials. The through 21 of 21, prepared $y manufacturer, dated 1Or0511 �, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-04 ' �3'h3t+e Rigid PVC Eatt=rior Esa•asions for Rrireda•ws and Doors", dated 08:'I 3�15. docasiaaentation sutamtbedhas been reviewetland sccepied;'by Miami -Dade CotttayRER-Product Control Section to 04105f 17, signed and sealed by A. Lynn Miller, P.E. 5) Cyclic Wind Prt�setre Loading per FBC, TAS 203-94 eR.giring ort 09�r30�19. be taaec# in P$taaui 1?aaie Cpuoty and other areas where abed by the Authority HaR°ing Jttriadictacae (AI1T}. b} Foxed Entry Test, per FBC, TAS 2Q2-94 2. Notice of Acceptance No. lb-Q92Q.�8 issued to Vision Extrusion Limited far their '`�� 'This NOA siaalt not be valid ailerthe earpirativn date stated6�etaw_ The Miami -Dade C�auastyProdnct Control sects B. TESTS slang wth��p drawings and installation diagram of vinyl sliding glass door, prepared 1001} Tan 2132 and lighter Shades (?Vote-�4'hite) Rigid PVC Exterior Extrusions for (in MtamiDade County) aadr'orthe AI3J (in arpasother $aataMiatuiDade Ca+uary) reserve the right to have this 1_ Test report on 1)Uniform . Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No. FTL 85�t9, dated 11�'Ob11S, signed and Windows and Doors", dated 1e:108,76. expiring on 12r'?321. product or material tested for quality aam�eputp+ases. If this product or material fails to perf'offiice the accepted 2) Large i�vbssik Impact Test per FBC._ TAS '?O1-94 sealed by IdahYus Ortega, P.E. (Pest report revised. on 12r�Q4t1 5 and 02/11i16) 3. Notice of Acceptance No. I5-i1528.15 issued to �r'isian Extrusion Limited fortheir manner, themaaatdaciuret' will incurtheexpease of suchbe�stiag aadthe AIi7mayimmediseelyrevol<e, znodiP_y, or 3) Cyclic Q4jiad Pressure Loading per FBC, TAS ?03-94 6. Test report on 1} Air Infiltration Test, per FBC, TAS 242-94 "Brown Coated (Painted or Laminated) ��hite Rigid PVC Exterior Extrusions for suspend We use of such product or material within their jurisdiction. RER reserves the tight to revoke this withneariced- draw and installation diagram eft l class door, a� � � �` �� glass � '� 2) Uniform Static Air Pressure Test, per FBC. TAS 20:.-94 , i� mdoR s and Doors". dated 08 �1311 S. expiring an 09I30119_ acceptance- if iris deteraoined byMiami-Dade County Product Control Section that this product or tnan*�1 fails to by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12r'07. ] S, signed and 3} Water Resistance Test, Per FBC, TAS 202-94. 4. Notice of Acceptance No_ 16-0712.42 issued to EAZERGI Fenestration Solutions USA, meet the nqusranents of the applicable building code. This product is approuedas describedheteia aadhas been designed w comply with ibe Florida Building Code, seared by Idaknis Ortega. P.E. (rest report revised on 02115116 and 02r24ilb) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TA?V 34-t4 and Lighter Shades (Non-R'hite) Rigid PVC Exterior including the High Velocity Hurricane Zone 2. Test report on 1) Art Infilttttion Test, per FBC, TAS 202 94 5) Cyclic Wind Pressttte Loading per FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09rT 5J]b, expiring ore 02?04r`1 _ DESCRIPTION: Series "5�70r:774"' 1►'iaj-1 Sliding Gla ss Door (Reiafarccd) R•IR-o 9tP & I35° corners.-L.M.L 3) Uniform Static Air Pressure Test, per FBC, TAS 202-94 with npatbed-u drawings and installation d of vie 1 door, �� P &s �8�1 Y sligbss ding prepared 5_ Notice of Acceptance No.16-0712.0-i issued to EP�TERGI Fenestration Solutions USA,. :�FPR4VAL DOC[11Pi�"I': Drawing No. MD-S:S70.0 Rev B, tithed "Vinyl Sliding Glass Door NOA {LMj", sheets 3} Wares Resistance Test, per FBC, TAS 20'?-9$_ by Fenestration Testing Lab, Inc., Test Report Na. FTL SS.52, dated 1 1-b4+'I S, signed and Inc. for their "Bronze and Lighter- Shades of Cap Coated Rigid PVC Exterior 1 through 2 I of 21, prepared by manufacturer, dated ! 0lO5�' l 5 and last revised on 02�0I+"21, argued and sealed by 4) Large Missile' Impact Test per FBC, TAS 201-94 seared by Idal>rtis Ortega, P.E. {Test report revised on D2+'15r241b} Ezte•ttsions for Windows and Donis" dated 03115i1t5, � on t74/ 16120. A. LymaMt-ltes, P.E.. beating the Miami -Dade CountyProdnct Control Retiisionstamg withthtNotice of 5) Cyclic Wiled Pressure Loading per FBC, TAS 203-94 7. Test report can 1 } niform Static Air Pressure Test, per FBC. TAS 202A4 b_ Notice of Acceptance No. 16-0712.83 issued to ENERGY Fenestration Solutions USA, `White Acceptance number aid expiration date by the A+fiami-Dade Gcxaaty Product Control Sect�uozi 6) Forced Entry Test, per FBC, TAS 202-94 ' 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their Rigid PVC Exterior Extrusions for �' ®dvtt s and Doors" dated :ITISSILE IMPACT I�131vG; Lange and Small�4iissile Impact Resistant along with mailoCd ds�c and installation diagram oft i sliding door, prepared � � `� glm � � 3) Cyclic Wind P'res•�.are Loadingper FBC. TAS ..03-94 r r 08,1t3,17, expiring on 02i2811$. by Fenestration Testing Lab, Inc:, Test Report No_ FTL SS`t6, dated 1 li'06.+15, signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-002-792(A), 10-46-M0527, 535753-09. per ASTME-84, 1. See table 1(sheet 7 and table 2 rinser S for SGD unit s>zes, design sxars,:eiafoteeanents ( applicable P� types. 5e� � Idalmi5 Ortega, F_ E. (rest report revised on Ol r'04rIb and 02��'11!2t)lb) by Fenestration Testing Lab. Inc.. Test Report Na. FTZ b638 (samples A-1 then A-22), dated AST1vID 1929 arui ASTh+ID-635. sssued by EXOVA to Vision Extrusion for cellulosic -� -) glass types, silt riser (see tables B-1 8c B-2, sheets 7-8) and asrchor layast sheds retlarirenaeuts is 11 then 16. 3, Test an 1 Air Infiltration Test FBC, TAS 2tri-94 report ) ° � '- � r 11 n 9.� 10, argued and sealed by Jorge A_ Canso, P. E. (Strbmitled under 1�� O.4 A o.11- composite material 2. Rigid White PVC, Tau (Nowt -white) Rigid PVC andBmwn coated (Painted or lamioated)white Rigid PVC to be 2} Uniform Static Air Pressure Test, per FBC, TAS 202-44 plQ7, 04) (Submitle! under :VO.4 A'o.12-OIOa O�i) lataekdper refenenoedNOA'srrquitemrnts. 3} WaterResistirnce Test, per FBC, TAS 202-94 8 Tee report on 1) Air Infiltration Test, per FBC. TAS 202-94 8_ Notice ofAcceptance No. 14-09I6.11 issued to Kuraray Acmerri�cca., Inc. for their 3. Egress oprrabkdoors must coraplywith min clear widkh or height per FBC requirement as applicable. 4) Large Missile IsnFaCr Test per FBC, TAS 201-94 2) Uniform Static Air Pressaue Test. per FBC, TAS 202-94 "`Seeth'{'Glast (Clear and White) Int+erfity-er". �piring on 07,'•Q41i 8. 4. Pocket wags under separate approval, to be reviewed by Building official 5) Cyclic Wind Pnssrme Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9_ Notice ofAcc�tance Na.1tS-1117.01 issued to Kuraiay America, Inc- for 131eir L ABELL�rG: Each az:ant shall bear a penvanent label with the nzeta�c7nurr`s name or lags. city, state and series and ti} Foxed Entry Test, per FBC, TAS 202-94 4) Large Missile %pact Test per FBC, TAS 201-94 '`Tr+asifolg• i�1h•aciear, Clear and Color P"%rB Interlayers", expiring on 07/08?'19. following statement 'Mann -Dade Conroy Prodaxt Caa�rmlApproved".aotesl hereua. along with marked -up drawings atui installattom diagram ofvinyl. sliding glass door, prepared 5) Cyclic ViTimd Pressure Loadingper FBC, TAS 243-94 RE_tiEa:�L of this NOA shall be coasidaed after a rrue�wai application ices been filed and there has beenna by Fenestration Testing Lab, Inc., Test Report No_ FTL 8'�47, dated 1 �'04�]5, signed and 6) Foxed Entry Test, per FBC, TAS 202-94 F. ST ATEhiENI'S change in file applicable budding codettegativeiy affecting fire paerfor�mance ofthis product. sealed by Idalmis Ortega, P. E. (Test report revised on 02i I S1lb) along with marked -up drawings and installation diagram of vinyl sliding glass door, Prepared i. Statement letter of confomxmce with FBC-:�� Edition (2414) and FBC-60 Edition T£RD►iL1 ATIONofthis i+JOAwill occur af�et'the e'ripiratiandate orif tiaete hssbeen a revisionorcharage is We 4. Test report an 1) AirInfiltratitm Test. per FBC, TAS ?02-g4 by Fenestration Testing Lab, Inc_, Test Report Na_FTL 6337 (samples A-1 then A-5), dated (2Q17}, issued by manufacturer. dated 0&'14r17, signed dt sealed by Lynn Millet, P� materials, use, atndr'or �e ofthe pradace or process_ �rfisuae ofthis Nt7W as as endotsemeat of era}* product, 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 12,'Ob170, and sealed by J A_ Cusp, P. E. Submitted under h'O.9 No. Il- argued } Jorge ( 2_ Statement letter ofno financial interest, dated 04�1&17, issued b mantafachtrrr> signed Y for asks, advertising or any otherputposes shall automatic ally terminate this NOA. Failure to complywiih atry- 3) Water Resistance Test, per FBC, TAS 202-94 010 7 091 +� sealed by Lynn Miller, P.E. section of dais NOA shall be curiae foreman and removal of NbA. 4) Large Nfissile Impact Test pet FBC, TAS 201-94 3_ Letter of lab ca�mpliance, part of the above test reports. ADIERTISEME.�'I': She NOAnuaibet• preceded by the words Miami Dade County, Florida, and follovyed by the S} Cyclic -Wind Presseue Loading per FBC, TAS '?43-p4 C. CALCULATIONS 4. RER Test Proposal No.17-0387, dated 45r�05?17, signed by Ishaq Chanda. P.E_ ex iratioa date be in adnartisua literature. If ffi ottioa of the NOAis Wert it shall be P tua}' ��� 8 yP displayed, b} Forced Entry Test, per FBC, TAS 202-94 1 _ Anchor verification calculations and structural analysis, compty'mg with FBC-2014, done is its entirety. slang with marked -up drawings and installation diagram of vinyl sliding glass door: prepared � by PGT, dated 12r�09/ }Sand ]art revised on 02l15�16, signed and sealed by G. OTHER Ilti'Sp'EC?IO'� : A co of this entire NOA shall be rotiided to the user b the mapnafac*n�ror its distsilaaators and copy P Y by Fenestration Testing Lab: Inc.., Test Report No. FTL $S+tB, dated 12104+'15, signed and Anshan L. Miller, P.E. (Srtbmflfed tttidtt•:1()4j�'o IS-I21D.D1). 1. Notice of Acceptance No. Ii-I210,41, issued to PGT Industries, for their Series shall be available for inspectioaa at the jab site at �e request of the Building Offrial. by ego, P. E_ eat revised ors 01,r(l4r'1 b and 02111, I sealed Idahnis Ortega,(T reP,p'rt r ,�- 2, Glazing co�lus with ASTMS-1300-09. "55701277Q'" '�'ini-i Siding Glass Door (Reinforced) - L.t'll.i", exPmrig on 04114, �1_ This NOA res•ises & renews �iOAil10-04'.9.it5 and consists ofihispage land evidence pages E-!. E-2, E-3, E-t, � j , a:1' tip rv.�. t E-5 do E-6 as well as approval document mentioned abos�e_ The sutxnitted docuauieaaiatian v:�as review ed by Islnaq I. CYaaisda, PE. irhaq L Chaasia, P.E. Iahaq I, C�aada, P.E. ,s j r 1-.� ` Ishaq i. Claada, PE. Product Control Unit Supervisor Product Control Tait 5npcniwr Product Coatrot Unit 5apcss-iwr �'OA No. 21-024c.ft3 Nt7A 1a. 21-02ti;.03 NOA No. 2I-8:45.td3 NOA No. Il-0:0�.03 Espirstian Dater April ld, 242ti Ezpiratiaa Dale: ?Ipr� 14, 2t124 Approval DsM: btarch :6, 2021 Expiration Date: -April I4, 242ti Approval Dat+r: 11Lrci► 21i21 ExpirationNot. April 14, 2026 Date:�rtarek 26, 2421 25, Approca! Date: March 2;, 2421 Pane 1 E -1 E -2 E -3 PGT Iadffitries, Inc. CGI W uedo�•s and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPT-�:'yCE: E�ZUE'�CE SIIB?4IIITED I4©TICS OF ACCEPTANCE: E�'IDEYCE SUB�IdIITED NOTICE OF ACCEPTANCE: EVIDENCE StB�d1T?ED 2. Evidence Submitted ender previous submittal E. �.ATERI<4I. CERTIFICATIONS (continue) 3, New Evidence Submitted S. Quaneac Part Suuer Snacer�S ,dard complying with s�5TM +C518 Thermal. Conductivity A. DRA�'�TGS 0.881 BTU-�! lit.-ft:-°F, ASTM F' I24p' Wi�'i'R-Pass; AS'TM D3985 Oxygen -Pass, ASTM E A. DR.�1��"INGS 1. Drawing Na. DID-5S74.0 Rev B, titled `Vinyl Sliding Glass Door NOA sheets 2190 I.G_ Durability -No Fag --Pass. {S'ubmiltr�t turderFrrtious 1�'0.4:4 0..IS-1?;f09.115) I. Drawing No. ?4ID-SS70.Q Rev B. titled "Vinyl Sliding Glass Door NOA sheets I 1 through-1 1 of ? 1, prepared by manufacturer. dated 1Or'D5tl S and last revised on '?.22 through 21 of21, prepared by ntamefacturet, dated I O/itS'1 5 and last revised on 0210112]. D4f22r20, signed and sealed by A_ Lyme Miller. P.E. ti, (Zteaaeac Part Dttraseal complying with ASTM C518 Th�emtal Conductivity BTU-inl �g� � sealed by A Lynn Millet, P.E. he ft =°F, ASTM F 1249 Vi?V'IR Pass, ASIM D 1434 Argon Perte-Fuss. AS•Ilv! E Note: Ibis revision consists replacement of same existing installation scat r�7th flat head. B. TESTS 2189 I.G_ Durability -No Fog, ASTM E 54t5 Dew Foist Devielopweat -2.0°F is 48 hrs. 1. Test reports o�n: 1) Air infiltration Test, per FBC, TAS 202-44 (Berber itled uxtirr 1'�'4_-f 1Va 1 S-0�l1I9.4S). 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202A4 7_ Vision Exttusians. Ltd_ Parts complying v4•ithPVC-.MAMA 303-I3, Vohmtary Specification B. TESTS 3) Water Resistance Test. per FBC, TAS 242-94 for Rigid Polyvinyl C:hkxide (PVC) Exterior Pmfr7es for Vision Extnssions. Ltd. -VEX- l by 1. None. 4) Large Missile Irrgaact Test per FBC'. TAS 201-94 A.+LAfA Fenestration Exterior Profile Certification Program. (Sxrbsri�ed uudtr.�'4.4 i�'o. 15- 5) Cyclic Wind Presa�ase Loadingper FBC, TAS 203-44 0409.05) C. C ALC�'LA N L O -p EM c c 2 c tU -0 a- .� U -0(15 c = M cts cn O O 0 N c Doti .� O O 4] L C � Q .*a N O N r� 0 0 >~ 0 Q C3 ;£ ��� C V M N N C d cc C L Nor n O N S° =' x da�w �U_� U 3 � "' � d V, CL C E a � !7 O t` Q O Q L U 0 i C/) C� U m Q O L W� L� CU Z J Z Q J 11 SHEET NO. PA 1 A MIAM!•L1ADE a�aati-DADS catJxTSr PGT Industries, E -6-0 CU CU > 0- C. C_4I.CIII.ATII�NS 02f'?823_ 3_ Notice ofAcceprtanct No.18-114b.10 issued toVisivn Extrusions MAMMADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 411, 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ��✓6+/- NOA No. 20-0630.15 CAM CotA�11r Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Dg)2o f Z4 to Page I O s f/) N Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CDCU C O 0- C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED '� _ U t/) ''= �CU(p O V2 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 O � N A. DRAWINGS A. DRAWINGS A. DRAWINGS C 25- CO O � 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of t� :�, 0 > prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. „ „ „ 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 , 6 & 12 Cl)O O CU -0 `C) > „ Cast -Crete 4 , 6 & 12 Lintel .Safe Load Tables". sheets 1 through 3 of 3, prepared by #1 dated both „ „ „ LT4612, titled Cast -Crete 4 , 6 ct 12 Lintel Safe Load Tables", .sheets 1 Lintel Safe Load Tables ,sheets /through 3 of 3, last revision dated 06112114, all O L- O tv L-- Craig Parrino, P.E., dated March 24, 2003, last revision April 28, 2003 through 3 of 3, prepared by Craig Parrino, P. dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on 08119114. N O CL signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on s CL < B. TESTS March 22, 2012. B. TESTS .� — 1. Test report on flexural testing on 4 ", 6 " & 12" Precast Concrete Lintels Filled and 1. None. Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintety, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. D. MATERIAL CERTIFICATION: 1. None. F. OTHER 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 2. Cast -Crete Quality .System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612. titled 1. None. B. TESTS "Cast -Crete 4". 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS B. TESTS 1. None. 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory acid Economic Resources (RER). 1. None. 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- N 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. taw dd"YJ4:�__ 9 cl UJ elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Maker, P.E., M.S. m a = o Pr uct Control Section Supervisor Pr uct Control Section Supervisor Product Control Section Supervisor 'O �+ N NOA No. 2040630.15 NOA No. 2040630.15 NOA No. 20-0630.15 �; LA_ a Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 p' Expiration Date: 09/il/2023 cc y H a N c Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 a N E-i E-2 E-3 a CL c d a oY w. 3 3 iC 6f G1 �, � u w Gr .n CL �a ro e Q, U Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. None. F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. s. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of Q 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. CL LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last �. -6-0revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. C!) D. QUALITY ASSURANCE �+ 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). M E. MATERIAL CERTIFICATIONS =:3 < 1. None. 010 F. OTHER 1. Article of Conversion for a name change. O L CU e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Q Q) Product Control Section Supervisor Product Control Section Supervisor ZJ NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 0a/20/2020 E-4 E-5 March 6, 2023 SHEET N0. PA 1.5 Ii. L 1, It -.I ___ _ , T-ILTECO Z \ I PoIrl, NI W1,11171111 III 2 ZR0D1W3XyAW Ir Ain tfk&"m III 3 oil I I \c ir4c. / I L ECT07IN TILLIT TESTING a ENININEIRIN13 COMPANY - - - - ­ ­­­ 22-11WREPORTS; Large missile Impact and fatigue load tests were perfbrmed under Protocols TAB 0. MATERIAL CHARACTERWIC3 AND SP IFICATIONAN Shall be strictly In accordance with General Notes and mponents indicated on TILLIT TESTING III ENSINEERIND COMPANY - I----- I ___.___._ WATTW A. TILLM JPL, PA. jl��Lclirn P, '. "'M 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing IWAL-MR A. -=Ir, nL, M tilteoo@wl.com PRODUCT EVALUATION REPORT Ff." I ,k—N� 4467 PL r A LI­ M. &W, 09 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-170. Anchor Specifications shall be as Indicated on sheets 1. 7 and 21 of ",'A. L­ 1� NW19 Testing, Inc., Reports # 96-609 dated 08/09)"1996, #W570 dated 09/18/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 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 04118/1998 and # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. a nd Report No. 7. LIMITATIONS AND CONDITION".F UAL- DATE: July 27, 2020 REPORT NO.: 2111-072111.01 0219.01-09, dated March 4,2000, signed and sealed by Edmundo Latiggospada, P.E. and Henry Hattem, P.E. 7. I. Shell be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. RCM-197 by QC Metallurgical, Inc., dated March 13. 2009, on sheet I of 26, as well as General Notes 0 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUR-CATIEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tifteco, Inc. and signed and sealed by Water A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2J-STRUCTURAL ENGINEERING CALCULATIONS: 1 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 1020.2 of Me Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products, LLC MANUFACTURER: Global Protection ProdugbLL= length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame Structures. 4800 S.W. 51 Street Davie, Florida 33314 48M S.W. 61 street dated 11103108 and 0311211 5, signed and sealed by Walter A. Tillit, Jr., P. E. Do -As, FIDHE143314 1. PURPOSE OF EVALUATI[ON: I MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Wetter A. Tillit, JL. P.E. (Florida License J. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by WaKer A. T1111t. Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167). President of TIlleco, Inc. (Florida CA41OOI8719). This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 11106) to the Global Protection Products, LLC, Rule Chapter No. GIG20-3, Method ID of the Florida Department ol"Business and Professional RequilaWn. 4. WND LOADS ReS1SLANM- t',14"boliNfIff" .% 1, Offiqjp� - " � N T14 .... .......... GIG20-3. Method ID of the Florida Department of Business and Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length Shall beas Indicated on sheets 8, 10. 14.15, . IAV� . *�.-`,$EN& ` : . ip ..% 1. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Se venth Edition of ft 16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. . - -, . .,---A- - * .44167 7::�_Fr -. :* This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, - -- — I* .. .* :, _?,I�t �,,01%��.. STATEOF e Flodde BulidIng Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. 14. 15, 1 7. 16, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-170. .1. ., I ORID .., , ,azl f i!?� % * I" r�. I - - - at least equivalent to that required by ft Code. This Product Evaluation Report shall be subject to review and revision In case of LINITALIAMM - W slil) .... NAL ev"IIIIIIIII0 11 This Product Evaluation Report shall be subject to review and revision In case of a Buf1dirig Code change that may ~ Its limitations and condrdons, a Bulldlrtg Code Change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on WAr" 2. EADENCE SUBMITTED 2.1. PRO13UCT EVALUATION DOCUIMENT.I[P.E.D.)e shearts 3 thru 7, 1 0 thru 20, 23. 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Dit TILTECO ADMON RECORDS I P. a. REPORT-20 k GLOW PROTECTION PRODUCTS. LLC 1 20 GAGV GALVANIZED STEEL STORM PANEU DRWO 111120-176 % REPORT III MWUOI 2. EVIDENCE SUBMITTED8 . Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets S. 14.16, 25 and 26 of 26, of ProdM Evaluation Document (RE.D.), drawring No. 20-176. 2.1. PR EMLIATION DOCUMENT (P.E.0 '24 sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and mated by Wetter A. Drawing No. 20-ITS, titled GAGE GALVANIZED STEEL STORM PANEL:, Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part, I is sheets 1 thru IS of IS prepared by Tilteco, Inc,; signed and sealed by Walter A. Evaluation Report. wit fit* , �%k , Y - 0 �. "tiII11111"O'4" ,,<,�k P, T/411%, P 1110 Tillit, Jr., P.E.; dated 07t2712020. This drawing Is an integpinv4ple % � 1, . I Z.t 1,00 , .. .:. . S&P ".." - . -, -1. . _:�..- E '.. At�--�i*��V-I/A .. . , .1 __� .. - - I . ,,%..,�� Evaluation Report. 0 �v ......... , . ��11 R., _\,.Ens , X ­11 . - .. �p ,� , 0 .4 _V e % - 1�- 7 '.. -­­ 1. . - *. , -_ r -1 No. 44167 I,. � - - 41- ,- It I. �� Uf4 � _4157 1 ­ '* — - -4 ------ -,,- ..I-*- ' , _.� , . - % :-A _* . * . --".-r-- . ­_ . 167 __ / . . * . . . '­ , � . :* ,. ,. . - * I - E -,el - I - 777 4i �� , 074 '� - - / , Z.- ',9; . . = .7 1�1 . . � :*3 I * 1�"Ali� , I - . , , " 5 , � _­­ -.16'. I-.'-- - . � 11C T.) - I , 0. , IV- .. - .... - _ - 'it, . X., 40P . 1DIt, F _ STATE OF �* _l / - , - - V4, -, "LOR101 .. I , 7. , / , . 6 OF .., Z . ' Z ' *". I - , S,V * ....... ` ,� XN40-4z *­ , 6355 NX 36th Stireet, Suite 305, Miami. Florida 33166 - Phurne: (305) $71-1530 , 5 �; �.', N I I 1%. CS. -1--l" %, 8/0NAL , "Ifsotiflittlot, .,. .,.,. "�!Ilu .",W 635i N.W 36th Soviet, Suite 305, Miami, Florida 33166 - Phone: (305) 871 -1 -1531 011140440 " I I . I mikil", I I I QENERAL MCM, __ �"��1114 THIS PRODUCT cUuLATeN Docituari tprv) wa BEEN AlnFirt, FOR comPLANcr P, ACCORD#SCE WIN IRE 2020 Inn MrMN) OF D41 rEoRwA BUILDING CODE DESIGN WOO LOADS SHALL BE DETERMINED AS PER SECTION tWOOf THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS ACOUIRED BY INC 4URISDICTION WHERE THESE SHUTTERS WAA CIE IRSTAkIC MO FOR A DWWCT*NkM FACTOR Ad-0.05. USING ASCE 7-16 AND SHALL NOT EXCEED THIF MAXIMUM (0,SO) OE!IIGN PRESSURE RATINGS INC)ICATED ON SHEETS 7 THRU 12� 14. 15, 16, 79 a 20 IN ORDER 10 VE%N`T THE AW4 CONDITION. ULTIMATE U0Kh WIND LOADS DETERMINED PER ASCE 7-14 SHALL BE FIRST REDUCED TO ALSO OESION WIND LOADS BY MULPPLY940 THEM By 0 * IN ORDER It) COMPARE TNM *� OAX OSDI DIESKIN PRICSSURF RATINGS INDICATED ON SHEETS 7 TWO 12, i4, 15, is. 10 IF 20 IN URGE TO VERIFY THAT ANCHORS ON THIS P ED AS TESTED WERE NOR VVEN SIRICSSED. A 313111 INCREASE W Au,OWW[ SIAICSS �; WIND LOADS WAS MU USED IN THEIR ANNYIIIS. CAM-NEIRIT SPACING TO WOOD PAS NUN DETERW" IN ACCON"A"CE R"N N.DS 2018 STORM PAMEL'S AMOLACY FOR IMPACT AMU WIND RESISTANCE 44 BEEN VCRIWICO IN ACCORDANCE MT. SECTION 1626 OF THE ABOVE MENTIONED CODE A5 PER 4LWJCW 0401WIRING a YCSTNG IK. REPORTS 0-61111. 96-S70 A 96-T30 AMP FENESTRATION TESTING LAN INC.. REPORTS 12032 A 02126 . AS PRUtOMS TAS-201. TAS-702 AND TAS-201 AS *1111 AS AMERICAN TEST LAB Of SOUTH FLORIDA REIDOICT 002 I 9.01-09. AS PER IAS 201, YAS 202 AND TAS 2W STANDARDIL. 2 ALL ALUMINUM EXTRUS06 10 BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHM 2 A ALL ALUMINUM SHEET METAL USED AT CLOSURES &KALE HAVE 3105-HI4 ALIJOY, A ALA. STEXIL SFW METAL PAWLS SHALI HAK STRUCTURAL QUALITY STEEL ASIM A-654% GRADE 50 MOOMUM. 4-W GALVAREFF0 STEEL DESIGNATION */fV- 565 ft (AFTER ROLLED) 5 ALL SCREWS TO BE STAftEW STEEL 304 OR 318 AIS SERIES OR CGIRROSION RES67ANT COATED CARBON SICIEL AS PER DIN 50018 W/ hQ 10 YIELD STI1rNGTH APO 90 �si TENSILE STRIEW-M * SHALL COMPLY W/ FLORIDA BUILOP4 CODE SECFM ,4 11 3.3.4 a SOLTS TO BE ASRA A-JO7 GALVANIZED STEEL, OR ArSi 304 MIJOLI SIARVICSS STEEL. WI 36 IM4 MINQUMI -TLD SINENG .IN I 0140IONS TO WALL SHAU. BE AS POLLOWS (A) TQ_fAWM�F.QUKQ_=flCafa - i/!** TApC4DN ANCHORS FS MANUFACTURED BY typt 81.111,01EX. PIC (Mu. ra.31$12 p­) _ 'g " - 7/ - CALX-IN ANCHORS. AS MANUFACTURED BY DICIRALT INC. (MIN. 1'­3000 P­) - 1/4-10 . 3/4! SOLID -SET ANCHORS. AS DISTRISCIF" BY ALL POINT SCREW, SOLT & SPICALty ED (W. ?*­3000 P,.A) - 114-10 PAMELMATE FEMAIA 10 & PAWIMAtf FOA ANCHOn AS MANUFACTURED BY ELCO CQkSrFft1C1`1QN PRODUCTS (MIN. I' .3350 p a;) - I ANCHOW /410 C; IrAp-ow �. AS wNUrAcTuNto By �RU-VAST CORPORATION (T'c-3600 p.s.,) A 1) MINIMUM EMBEDMENT OF IAKON ANCHORS INTO POURED CONCRETE SHAU K 1 3/4' 2� FOR PAWAMAIJ I[MAIJ 0 AM PAROMAIrt PLUS AND I E/4- FOR CC TAP-ORIP ANCHMS A7) CAkX-W Ai SOLID SET ANCHORS; SWi WE IMINEDDIED 1/8' INTO THir POURED CCOKRETE 00 EMKOWN7 INTO STUCCO SHALL K PERMITTED 11 ' 0-20 WPM USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUK= EXIS3, FAD I' MINIMUM FOR WALLS WITH :10 STUCCO. AND MAY BE HIAM SCREWS OR ALL TWWAOtU SCRM W/O HEAD, an WITH IWK NVIS A 3) IN CASE TtiAT PRECAST STONE. PRI CONCRETE PARIM MYERS. STUCCO OR WC40 BOARDS BE FOUND CA� TH41 EXISTING WALL OR FL DOW ANCHORS SHAU BE LONG f— TO REACH THE MAIN STRUCTURE SEPIND SUCH PANELS ANDORAGE SAXI RE AS MENTIONED N A 1) AND 0 A 2) (a) 10,LMIM . 11 ���" /V HORS AS MANUFWLARD VY t I III 91,41.0171C. WC - 1/4' 0 � 7/0' CAUK-W ANCHORS. AS IMALWACrUM 10 DEWALI INC (MITI ec-1500 P-) - I 14-10 X 5/4- SOUD-SET ANCHORS, AS DMMWPEV BY ALL POW SCREW. BOLT & SPICALCY CO (MIN V-taw vci) - #14-tO PANCLJOIA11 rEMAL1, 0 AND PANELMAIT PLUS WtIORS� AS MANUFACTURED BY LLCO CoMsiomnom 'PRODUCTS (MIN r*­2071 P,i) ,,Ott � . /4' * CIF TAP-GICP ANCHORS. AS MMUFACTURID BY TRU-FAST CORIPMATION AV It 1) MINIMUM IMBEOMW. Ot TAPCON MCHOM. ELCO PANIUAVATS AND CC YAP-ORP ANCHOR, 'I" "' BLOCK 'th" SHALL K 1 1/4". I 4�---,:*` h 0.2) CALK-N At SOUD-SE7 ANC4OAS SIMI BE EJUVEDDED 718' INTO THE CONCRETE OLD. . No Em. INTO STUCCO IiIALL BE PERIPTITT) -/A' 0-20 SCREWS USED SHALL BE 1 i/2- LONG MINIMUM 94OU OCCO (list, AND t . MINIMUM FOR WALLS orH NO STUCCO -%�..c 0 3) IN CASE THAI PRECAST STOW, OR PRECAST CONCRETE PANELS. SrUCVO 00 WOW BOAftos BE FCOIQ 01 THE DUSTING WALL JITIC-ORS SHALL BE LONG DOUGH to REAGH THE MAW STRUCTURE CiENIND SUCH PANELS. ANCHORAGE SHAtt IN AS MENTIONED N 1). I) AM IN 0.2). (c) T0_UMII1sLA=_LvftMQrX_osAM �.�.wwjetj : 1/4- TAK04 ANICHORS. AS MIAUFACTURED BY i 7 W BUICEM, ,NC 0 14-'o PANICLIAM PIEMALE 10 00 RAMELMATT PLUS ANCHORS. AS MANUFACTURED 91 1LCa CON111itut,1101111 PRODUCTS - 1/4-it LAO SC" PER 4 D.S. .. 7/1 6'0 - 51W VIEW BUSHING. AS DMRBWED BY ALL POW SLTEW, SOLT 6 SP[XWT`, CO C 1; U*AWM TWZAM PENE'TRAMIT PMO WOW Of TAIPCON ARC."ORS SHALL BE 1 1/2� AM 2' MR DCU PANEEMATt PLUS AND PAWIMAIX FEMAU 10. C, 7) MININUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FWAME UNr Sh%U. BE - 1/2- NO THREADED PEWTRQION INTO STUCCO SHAL BE CONSIDERED AS PAM 01 THE NEORPRIED IMACADED PENETRATION C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD 904i BE AS INDICATED IN THIS UMMIRW C 4) MINIMUM PENETRATION OF *10015 BUSW40 SK40L BE 5/8' 1/4* 9-20 SCAM USED 94AU BE 1 1/2' LONG MINIMUM SHOULD STUCC .0 ToLity. ANE J I' MINIMUM FOR IMI WITH NO Stucco C 5) ft CASE TWAT PRECAST YTOWL OR PRECAST CWRrTE PV4". STUCCO 09 Rpooto BOURGS BE FOUND ON THE EXIST,NG IIIALL 41ACHONCi SMALi K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE 9*1 OF AS MENTIONED IN C I) Cl) & C 4) (D) ANCHORIS SHALL K MWALLED FOLUIRIM AU OF THE NEC010WINCIATIONS " SPECIFICATIONS Of THE ANCNOR'S MAMUFACIURILA 6 PANELS MAY ALSO K P67AUM HORTIONTIALLY FOLLOWING *StALLATV* OVAILS SHOWN ON SECTON 3 THROUGH to (SHEETS 4 MACILIO" 6) tXCIPT THAT WAOIC1115 a4h Q SHALL NOT BE LKAD 9 It 94AU IRE THE RESPONSIBILM OF THE CONTRACTOR 10 VERIFY " SOLRONESS Of I.( STRUCTURE WHCK SHUTTER is TD BE ATTACHED TO 4MIRE PROPER ANCHORAGE IHTS SHUTTER WWI OWY RIC ATTACWD TO CONICAM BLOCK OR WOOD FAN't MALD"Vas 10 EACH REGULAR STORM PANEL WITH LENGINS OYU 8'-g THROUGH 12'-4*. Ab PER SECTIONS It. a 9 & 10 AND ALTERNATIVES AW, - " & I oil ON SHEETS 5, 6 & 12 RESPECTIVELY. SHALL ROE A %,EGM1UE AND READILY YMM MMIKING INSTRUCTING OWNER OR TENANT 110 SECURE PANELS "ITT APPUCAII RDNFOFUCEMCWT OUNIC FERIDIDS Of mL,RRCAIRT WARNING I I It* INSTALLATION COMORAC" IS TO SEAL/CAULK ALL ViUrTIER COMPONENT rOO[S WHICH RD"N IN COTIMUOUS COWACII WITH THE BUKDM TO PREVENT WIND/RAIN tMITILISON 12 STORM PAND. INSTALLATION SHALL COMPLY WIFH SPEC$ 0IONATIED IN THIS WA*WG PLUS ANY BUILDING AM ZONING REOULATTITTIS PROVIDED By THE AIRISDICTION WHERE PERMIT IS APPLIED TO 13 (0) THIS PRODUCT EVALUAI`iQN DOCUMENT (PC 0 ) PREPARED BY THIS ENGINEER 15 "NOM AND OM NOr PROVIDE WCONAVION FOR A SIM SPECYK PPDXrT, I* WHERE THE SITE OOMUHXM DEVIATE FROM THE P E.0 10) CONTRACTOR TO CIE RESPONSIBLI FOR THE SELECTION. PURCHASE AMD INSTALLAMN M,UMG t*T SAFETY OF THIS PRODUCT 1ASED ON TM P EA PROVIDED HE/SHE UOICS NOT "Will FROM THE COMDITMS DOARED ON 11115 DOCOWM CONSTRUCTION SAFM AT SITE IS THE CONTRACION'S RESPONSIBRITY W THIS PRODUCT EVALUATION DOCErmw FILE I* GONSIDERM MAUD it MONFIED (d) SITE SP[CVK PROJECTS WAIt OF PREPARED BY A F40100A REGISTERED ENGINEER OR ARCHITECT W"C" WILL BECOME CHI ENGINEER Or RECORD (E.0111) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR TINT PROKI IM OF IRE PXD CNCNW OF RECORD. ACIING AS A OULIATED ENGINEER TO THE P.E.0 ENGINEER, SIMCI SUBMIT Tit THIS LAY" THE SITE SPECIFIC O"WINCS FOR INVIIIEW (o) TOM P.E0 SHALL BEAR THE DATE AND OFINDOIAL SEAL AND SIGNATURE OF CW PROFISSIOM, EwAk,M or RECORD THAI P"U"ED 11 14 SHUTTER MANUFACTURIA'S LABEL SHALL K LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ADCORDN4M VAN SECT*N 1701LIL3 OF FLORIDA BUILDING; ODOE, ONE LABEL SHALL K PLACED FOR IVORY OPENING LABELING to COMPLY WITH SECTION 1109 9 2 OF NE FLORIDA BUILDING C.= .-- I 105 OPAW 34ALI OMIL Y . ;": -1 HININ" OBTAIN PERMITS IN THE STATE . - INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS(b CONCRETE OR CONCRETE & BLOCK STRUCTURES cGINGRIT, Alowits (SU ON CONCRETE. .191-M � V 2"tm romovam $1 M.W.: t."O" -.1 . . '. - , CONCRETE N.Dpcm (11111 RIDAL am_ IS a THROW. I WRI SO 5) 1 - \ - _ 1`1 EXISTIM POURED I.D. , CONCRETE A.C.Oft . , (w sailloULL aid I., i 04 *11[11111 8 TWOKIWIN 8) � "'D ,� � 04 9=wo..01 & . \ LL , _ 1. co"CIREFT *EoL*O 4 : I — , "ti, - �., -it .-Q , W i t�_� , . ,�. I " . � Jy. _ , ,�!,'�­:,', � �� "�, 1\111: ��- I " .,�:, I . ­��,JN � 1/4* _ ,/P, -`- 417-- � , 1. ­-, , (E:_ " " m, -4 .- -4... . Id - . � , 1 6. 5P ' I I it I w.. 11� . C ­ .1 . I I �, I . I - - Daum -ounp E D i = � I 2 r I : a I � a I I �, I � �, I 9 19 s, i : I ED - I ,� � �. , I � i - � : ul i coNcirm ntovinff.� �,N� � .1 .0 I. I � "' i 11 I , , L... �­ ­�,Ili N , � I "I I L��L J, , . _� . . ,� WW. I , I aw; I JV� = : , (1) I : %x." I 8 I- - 1 01 a __` I I ; ,�� .,�.,-,*,.',-.' I cow sno a L%vw IRSO * A Is Iff a,* -1-114 I i ]" I'll'" FCA - "I- vv- I j mows" i W, W"s ., 1) I 1% I C I , ,Z, = -� — : W-JI 1 I sta istmem - I . �_ 01 FE-9— I I , I it I - I . 11 - ­ � I 9 : ", oLm I 9 I 9 i I I 9 =---it , �, : =--ill I I � : - (D i ! I i I I : .- i I : i I : i : * I I : � : : ; I � I ','r. !��,t, ,""'r-,", 1 : I I \,777 i 1. � =�,, 7 7 17. : 414M. I , I :', y I I I .&".V,r I 11� 11 t � BAN 10mi, * I .- - I I -0.6o i is yr " � f to , I "Lft . , , I I 4 I 54130,111110,10 -2 ! ��, . ��', ,_ I - , , (4 Q '�' = Ott , ' '*� A I , ; 0- ,/r = ;� EXISTINCII POURED L.D 11 I � . t a �� I =PD � I It vT 01C ;, I i CONCRETE BLOCK MR, TWO 0 : e.411__ � coNCIACTE OR � —,--A. � or . ...-- I :,�, . � coNcRECE stwocii '111� FINQUIRED - , � Z L*1111., It, ±�� 14-o 'I ,/r at. �, . I , =',. :, 71'. , � .-X,�'� - �, ,,� ,� -, # CONCRETE CLOCK REQUIRED, �1� I I C;�a - 4 REOUPED I :�� /,. , 'N 1) I If . . , E.�N�, - ... , � :��' I 1� E -, - I- M­J '�', . :'; ,It - I EXCIIIIAG . I CONGA .�3/4'- ,\ 1, ­* mw,. 1�,�� .0 v.. - I , —g- ' � , " "I . I . � � ,:� LL� � !�� "', _. , 1) , CONCRETE ANcHm , CA) 1 CONCRETE NcHm — D. . INI - 0111111IRK111) CoNENCTE -McHm 64 \�', � ,�.'.t t. 1 " CO.*" 01"CH110,111 I gn, STAticutim *I sn* (sm rNICRAL ON (31X stwom" ON IMEM 41 THROUSH III) -11 (m lain= ON- _. sHu" 8 "qNk*. 1 5 - . .r.'- ($a 504mt QN, .�� .dig 3.1113 It 'Am,*. TO 11,10111,11 IT t"01I 11) % " WAkllp VQNNTING 2&!M,j Couse All jff!, MOUNTM �,? San pka m.111TINQ WR.A ALTLUWE L4ILQ PUT MOUNTINQ � ji'm %/.,,# I., I "r --- I - I I I I Q E.D. ­( EIDGE DISIANCIE I - - AF . : It Ir __ (D it SEE SCHEDULE ON SHEETS B A 9) I I . ; : : I i I i I 4-.—. Cow sm . I N= EM coulitim OF SECTIONS I 12 'Ir at ;. URIIHINN, TOP * BOTTOM VOUNTINCS CAN BE I : I — � .", I iLft A .... COM919,11ED $1 MY WAY TO SUIT ANY INVA"TION. I ............ . , �,, , -, ; . I ,,, � , I'll 11�11'4 � J �, ,,'��," �: � '� :'� N_-, "I'L. � � .' .. .. It A .. . EXISTING POURED . ' cokvpzt - _13/4'�t _1 , "I, : .. % . 1. FLORIOA BUILDING CODE (NIgh VolacIfty My canit Zww)l 1.6 ­ I REOUIRED. I 1% 1, . cw4cnm on ,k,' , a .) * : : 1 : - * : * 1". TATE .1 , ov... - �i�_.:�� - .. - n; ORIO I., .2,3211 11"Ita. w 20 GAGE GALVANMED STEEL STORM PANEL a, ZIP, It, - - CTON PRODWS. U.C. " 1111LIECOinc. 91.0111111111. PROTE om 4m 5W. 11 smm '. - 'y , ­.-.;­ AL a w w 11.04. CIE 31314 ", .01 O.C.11, W4)M-7"& Fill tm)nf-w" 20-176 a :EV" . !.. X TF.W7 u SCALE 3 . semi 3/11- 4 — Him " ___6 wvA" ft: HIT 1-1 M tli_ . Awit M I 11 - .m . N BIT I I COMPONENTS FOR REGULAR & LIFE SAFETY ST (SCALE 1/2�1-) - � .. ­ ­ __ I— ­ - - � - - - MISS- (TOTAL WIDTH) .- . I - - , - ­ _ -_ , ­ , - is Its- CT01AL INITM) I - , . , . _ � - ..-. ­ I 12.5000' (ETTIECTNE *111111K) � - - , - - - - - � - - - , 6 1/4 I , -, ---.-------, � � - - - - - -- - 6,250* - -- - - . I , I 3po, - ,/', , I � ,-1.350, - I - ,.Ipo' -, 1.500' ��% ) 1 I �sso' -1 � can* IRE "ON I �­Soo` I-nw-l"'t, S , I - T ­ , I � " '�"O. � .I I- ____ - 11 "VAN= - Am A- � "Z � , �­ �_ /,� ,, .4 2 437* aoss- MIN y4m ,. " i .5�ro 10 i r I 99" so V G-410 . N 97. �, W. I ,e I 2AD", 24.-, , TYP CALVANIZ ITEEL \L ASTMI &-653 IDICE , 0" .21�­ 1 TYP . I 1 I " - NDMMED -- -I `DGE GRADE SO \\ r-40 MY DKVTA�k V 11 , -ti....". � � OCTAL A_� I MAIL A J 464 11 I I � S , ..IF - - ­ ­- _ _ _ --- I - . - - I Jlio* __ - - I 1.3!io- ------ . � . - . - - � � . , . - ­ I . I -1 . . - __0E2W________ ___ -1.3 501 (1) STORM PANIEL (9 END STORM PANEL , Z. ­ 2 far - - I - "�- 3r , , , ! _______­. .­__.� AtiAtes Do UP I �",-_, ,��, ,.I- . 0 _TSCI � � - 2,16r 12� - ,lbol - 1/.).-20, %. W/ whawri 0". �,,�, I I 1101), 1,250' f too, .nr ] - . 31K So" ."i.. vr I - � it a -_ -1 ..Vs SS OLD wma, S's. Fiji WRITEp , -I'D',- �, ,e I .- 1� �,__ I � TO ARGUE 0 TO ANGLE * 0 ��_�", " .-RW- 1 '7117 '-, , �, 11 �Osr 0� I ..__­_L_...__ I t2 'Ir at 12 'Ir ac I , .' IPA ',�', I , ! . ­'�. L�' � ' � ."`_,�� "o-or 3.375- 1 .0.03' . 2 000. 15M . --f _* <`-��._ � 093' 093, I 1- ...".. . — , , �,, -­_L___-;',' - . . �, . I - // . ��i i�� I - 5. iA � ,�� G23. 1 MAIL I - , -, 0_250* -Z�_� 212 ,- " . I I HEMIM, � . it 0 I 120 I, 1.2s, . I I I . ". - , a a 375 JM1D_ - I I f � ___ _________ z;z;: t75- , 'I V . T /I � I - - - L S.J I . I i Cv Au a - W�' S" 10- - -I,SW - ISOMUJIC VIEW OVAIL A � I - 2 wo" qW 1---2,000. - RQUINDED CORNER 0 DODS OF PAWI'S 'JR ­_ , 11 - END UP W1 HEMMED EDGE. ANGLIE Wn STUD @ ANGLI! WM (NLT S) (�) *11" HILADER (�) "U' HMER (�) AMU (9 REVERSIE STUD I - — A wm . SEE or. — = - F_J 1/1* It 2/t4 !.�A_4 . 374* An T t -to TOP CODE - 6, I --' or PAM losT.�' - I I - _____.I 4. I I I ._ I . - -__.-'_-9r___\' I _� I _+ . i 407"I 0 Is. I 37b* /' L�" I , ? t.611" I - U., - 77 � I � I.- -no I - - I -I& 063' .30- 11 1n i � Q=U0.11 . _. I � I ( � - 1— .. (VIRY AN& 0~ , . 07�' 8 I i . IL �,....,.I W .00* � - - - 2aw - 7.000 (�) KEY HOLIE WASHIER -�_�� 7' TRACK ANGLE I - - .063. r---" (�) I OAM, (16, i - 094* GALVANIZED S411 - /I ,344'0 0, - - ' '� I " Zt It. IS* am I 11 ; , . - 4 1 ) / ,r��;,. - �-�E � It ___�� -1 ��_-,- 0 � t . � I , -0 ,117�'* to . - i 375 � . 38 : I . ..� � : 140.44167 '-. r I ��� .31 i . . . r . ,; ! I I Z. * '. . .* " - � . . — ". - - NICKEL M Tza S *. - I , _______14' I2S_, 71bs- &.. wwa NOT It '.. WATE " " io, * KEY HOLE ,Q�.--110 I&.... ,_ ., - 2,000' - , - �!­_� &N �-_ i AT PAN ri, ��6- - �7 * 2"X7"Ki X Nt W-.i '� ­_ ALTERNATIVELY. Im "No "In W/W I PM * ALUIdINUM ANGLE . AIONDUTNC folso W/ APPUMM � f1_y*____Z`1" 7/8-ft3/32- *WHO NUMILESS am on WAM TSATW STEW. 0,1 %ft'vowtuat/ii,witi — _ .A OCIMONCIT ANCHORS ! =Tro 0. a VP-W via 9 � , scmmm ON SHM a * 9) VMO.* , I � I - - gem -"\& , ;) I .,\ I- , 11 I � I I I I I I PMM MW � ... : ; CONCRETE .% I .io. vtounm I � 11 � .. I : i 1.0 , I � � . I , I � :�­� + L� " " , . +�... a � -� , �, ��"., 4,,�: I - i DUC - , I _ 4,,.,,. : . 10 R =p .V I CONCRETE ERNA I i I 5 $coup". : I I I I ! .11 I i ___ i� 1 14'0-30. 1 ; I W 1 6% % : i ._9_11 - I MOW I - - . - f I =I'. ", � � . W.. - ! - - I — ". tw� i I � (J) � I M CIO& I : 0 : �7- 7'., 7 TI-777 : I I : - . , : ;� I - I DOING POURD, __ E M . . �, �; I . CONCRETE " ' ' i I 1. CONCRETE 11OCK ,,�� EXISTING POURED U11, , ACOURED I - : � 11 I 1 CONCRETE On ; "1—: CONCRETE BLOCK ;" " REOL"M �.�, ---I--- ­ - � I .;� CNA-W OR =it, , , IV" 0 * �;� CONCRETE ANCHMS �� PUAI OR OF IAP-4W 0, _ I jr9= ON (NZ st"ODULE ,� �CCTS be (A.U. Sam a THROUGH 0) .; I 5 III: a - SCALE S/8.1, - =EKWrW, FF NEW I* WIDE . VANES . 1/0' . THICK ALUM ?UK OR I' . I I � � _ -EXISTING STUCCO/ P I 01,001) PLATE 11PACEIR If __ . WOOD CAM I 4 INDIN 4" WIDE � VNVIES , I/Or �, I .I,- AIJUIM TUK 04 I' . VANES 11 ', I I �, ' ' SPACEPt . I.. , , , k-MP.L*'r / Gi , . . CONCAM ANCHOR& " 11 . . - 'I" W xr r Ma WHMU 04 — I i 9, 1 SHIM I IMNXW -] "', , I - - CD : 4§ �& ACK C_ 1, y , .374* � iss,�"_ T-310* I - i:t- I - SQ. i.671 . .- A 1 `%. I cis, -1 , F_ - , -, _.. . ITYP) (4 31A* *F" TRACK - 7W - . -1 125 . , -'­30, 30. SUNU I VI I I IT PUD RIVETIM To fl , us; 02 1/2' OC I .300, 111111li- f- 1W I 1 41 . T FIAT PIATIED WITH STUD WELS ft & JIA Do ammDEMILS FOR INSTALLATM IN PDM CONCREIL 'E BLOCK SIRL __ CONOM 1= OR WOOD �VS9*_ VAUD FOR REM& LIFE SNM AND E-2 HW SfM PA?Q SYM I r'-." .- " -1. - - 4 A , ,/2' Qio - r t\I W . ,j,� . ,V Mp. I — =1 W_=F I . I (��_ i - 011 , — � I 30 -_ t- 01-0 I ­4 I I== I L__(3)_% al ./ \--/ ... I �. 11 .. I I I I '. . � Woviii T_ -I" rl I � W .1 I.Ir ..r -, - - - 'IT, Hrl i- 0! 6 \ . - L, r.. I I GAMVNI T __ �__J . .. -E I ;(Vm, ji� .. . � � I �, wi� !" a (PLM) I N C"SCALL 3116.1- i - .0", . 01 t 1R.0,ULL ; =..r � I � - "41.!ra =I. " .1. -A tD.%" I I — — — it ,Ir_l* I 11" � I,- M`iUln, - (_ (D-0 I I fl) I .— I I 1. r. - I , ". % I . .0wo .. /,7" ,,,�,_ * i I ­a's - t" `__` W A- �� , 41,12174 ".---, Aj I �, "" - '. a -*,,-- . I - ,;M, ,---/ 1 M__171__= * __ I ii Qfim�PLMI 'I , Ii.t, Q"P�90 . - 1/2- 1 - ?51J9,"_% " 1 . 12C = .= I E�-72Y,A. - .l. Ki mit, "'4112=6 � :=ixtwilti, . -I- — �.��6�'� ,��.",:�,\',' ­',,�,��_` am Fm .05 -I (i) .. "' - 1, - - - ; I aliviow .. , oulLn Oka , w1ramia!9L - — SECTII _". it"111 v'�~ fr� ... `.',,��,J,/ - 'I."", � — C)NINtm'.41,11,11 - = &1= --* . ED. - EDGE DISTANCE - X.... - - ..Qj (SEE SCHEDULE ON I (D-0 I i 10 SHEETS 8 AT 2) I 111IN"; QKNIP" TOP At BOTTOM MCKINTINGS CAN BE CONISMID IN ANY WAY TO SUIT ANY CAM E If INSTNILIATION. SCALE 3/1-1 A" c.4 ­ - I ;(2- m,� CONCRETE BLOCK A ta� c�-po�m- 1011 ,:% 'SoBtr., M. X111, acouwlm , ".08m HIMIP" SECTION X_X DrTAiL Fog spAciggs QQTMId TRACICS ADJAC SCALE 3/0.1' RL UIRM.Al TOP OR TO STUQCQ/W0QQ BANDS PRODUC]'XVA1,17ATION219POITNn. 20:22V�ai 2 2-L TEST REPO Large missile Impact load tests were performed under SSTO 12-90 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 byArnarican Testing Lob of South Florida, Report# Cal 4�01 -01 dated 03111102 witnessed by William R. Mehrier, P.E.. Bortz Moroz, P.E. and Henry Hattern, P.E. and Report No. 0219-01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespaida, 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, delfed Novernber23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-198 by CC Metallurgical, Inc., dated March 13.2000, signed and sealed by Frank Grate, P.E. to per ASTM S-S and Tensile Test as per CC Metallurgical Report No. I OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry .1facicifano, P.E. as per ASTM E-8. ENGINEFaNg CALCULATIONS On 24 Gap Galvanized Steel Storm Panel for maximum panel leno 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 1804 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 8110 and =7113 (lbr this revision), signed and sealed by Wetter A 11111t, Jr., P.E. 3. WSSILE IMPACT RESISTANCE: Large missile, Impact under section 1609, 1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WND LOMS 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 sheate 6, 9, 110, I 1, 13 thru 16 and 18 of 18. of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Partel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSM 12-99 Standard. 4 111011 '141, A I VN 11 , ..­ I "...... , , . - -.-, AS.., �krl E �I;, � - ... . I . - --1­ __4�1 �N � - _10=7 , . . -1��_ - '. . _­ ... : -4*1 67 - - 17/1Z �Altj * '. * I / ,7 - 1. F I. ,r . le .... 071oR It, *,-' '.. , I ...... ,hoil I'lottO I F7T47p7Fro-oZ-,V#I.Mr.,4oto).,s,t�;Lo - . J, 1, 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. 20-1 75. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 16 and 1 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 0-MATIRRIAL CHARACTERISTICS AIND SPECIFICATIONS: Shall be strictly In accordance with Gen" Notes and Components Indicated on heet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, a" 20-175. Anchor specifications shell be as indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. L-UmffATION 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by TlIteco. Inc. and signed and sealed by Walter A. T111111, Jr.. P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood f1ranne Structures. Product Evaluation Report prepared by Wetter A. TOM, Jr., P,E. (Florida License No. "I 67). President of Tiltsoo. Inc. (Florida CA-0006719). WArU. D'k TILTECO ADMON RECORDS tP, E. REPORT.2( ikviNiEO MEL STORM PANEL % CRAIG IN 20-1175 % 1/4. 2/4. 3/4. 4/4. 5/5, 7/5, +IMI 2W/10. 301/10. 4W/10, 510I OW1111 & 7W/ii +6/5 _3' MAX_. , .,._.-_.-. AWHMS� FOR CONCRETE SEE Sato" ON "ar's Siti, 9- _ - -3: MAX- I* MIN " VOW SEE SECTIONS ON SHCM 10 & I MIN. I I _____ - 6 0 . 0 6 - _-­­­.1­ - ID.M..(�). . --r--T1r-11--1'.­­­ I ­ I ; 1, �-­-____ -- --,--,-. -1 -T-,-,--,- 1. (5) 0 ,-@' =- --T=-­,, - - , -, ------ I I I I I I I . . I 1 , , 1, I , , I --r— --7- i - 7- I 71-T-1- 1 i �. 1 � � ; I , I I I I ! I I I . � i I � I . � � , i I -.1 .11--i I I ; . "I (D. @ - (�) � ,� , I I — 1 1 I ­ -1, - �­, i, Ti. ,'� - I [ _T" - ­T!­­,­­ -.111 .", ­jr-i'l ,��i UP i I _i-j! __ , I -11 ,,IV -111! 11� I ,_" � I I I I - �:+ i I t t - i �_ I I I � i I 11H __ , I 1! i li1v - I I 1i I 1 � i I 1, 4i, I � - — .,. PANLLS I I � � I i'a - I j BOLTED PANE i 15-W/ 1/40-2(Ml- - - - i !(SEE SECTIONS AS 1 i � V I i I i i M,oM S SOILTC W= 3/32' , , � � 'UTS 0 A � APPLICABILE) I I J � I � 1 (SU SECTIONS AS APPLICABLE) � I � I I I I I 1-1 I i � I ,., .11 I'J I'll . .. , � .1 'I I ­ .1 I 1;--l- i _1 i J 1 I ,: I I I T. .1, 7 . � . I I � ­ [ - T � � I � I f, 1 - T- , i � I � I I i i , , I 'I � � � � i � I � I � 1 � - � , I I _ I � � . _ i I � i D. M., & @. 0- _4 _L,�� _i - _1 141 1--i --- ; i a . _ - J, _ I I 0.1 L.AL.iial a I I I . 0 4, 1 L i 14� , � . 11 1101 @. (1) - (D. @ - &, - r TIM . 1/4. 2/4, 3/4, 4/4, 5/5. 7/5. 3' MAX - I* MIN I' MIN � IW/10. 2W/10. 3W/10. 4W/10, �_ 6/5 5W/ I 0, GWI I i & 7W/11 , ANCHORS to* CONCRETE SEE SCHEDULE ON SWICTS G A 2 - I - - FOR TO= SO SMIC04S ON SWE" 10 a I I ' 114- ' Mkx� CAP, R01tillff"Is - Mr-111 FINFIVI-1114RI 2.67, t/41* M.. GAP Oft O~ -I !t!xf VALLEY) � �L ­ . ." � �(j) 9-N . I ! t I ! � ED i I a I � I IP ;� . � I , ED i . ! ; I t f INSTALLATION INTO EXISTING _Wc".0=11211. DETAILS FOR REGULAR PANELS(i) STRUCTURES I1oE=V . T"M - - , � . . ,. ANCWORS IFOIR CONCRETE SEE SCHEDULE ON SHEET 9 MR WOOD SIT S[CnDM$ ON SWICT 12 -, I POURED CONCRETE OR CONCRETE -BLOCK ---gtm � REQUIRED CONCRETE ANCHM isit 504DULE ON , CDM:=LOCX REQUIRED __= "LloW . FIQLNRM =11=0.11 3: M.. - I .!Al . (MR, ONVIER.2.57, - .7-1 WNW IALLM "' IN, MI 3- M-1 *a ` ,- - SHUT 9) i L . ""� SHEET IT I : "M 9) I � I I DA i 4 — MI AD I , i F*-em a a I , I I I ". 1�� 11 I I - __ . 11, I J 1�", - I .- . I : J __ I _ I I I � � ! I . I , ; I � . � � : 1.1.,p I � - i ; ,; . !1 . ! l � � . . ! - -IN - -�q-, 0: � I --ic- � . I I , ! � __.IC i - , -� . , I I � I i : ! � � 1 : � I I : � ; I ; I � 1 ! ,�, -,, f - :.., � , ; I : . k : ! . I . (3 � , N I � . I " I" CID ­ �� : � � ; : ! _a . ��, , LID � I : -'�, . : : , ! � __a I I : - V,_ � : - i ! ! I . : � I 1 , I - - � -, , -_ �;" . - - __ .. � I � 11 i �; 1 . ; - - -_ �, - ­ I t I 1 � ! ­ � 1` � 5011 Of ILI Ma - 6 i "I "': . . �� I LL�' � . � , , �: : . I i - I I � - ; ­-, � I -, _� - I . - ______1 I I , , 11 i - � I , i ,J 'I', , "" , , ,,, , I'-, ,,, ; : . , ,!.,�.�4�­,�,_ � .1 �, � ,��, I ; ! � i , .1, . , �,I, 7�,,��, �4 I 1, , : ! i . � I � , ,k.ri��;C; � I i � i , ;V,k��, � � � i , 1 ­, -- i-, .. , , � , � � 1 : W�,:trw r-CMONOMAS I I ��9) I � 1 : � : i � - WINIRRIA19 I- 1 sr.- : I ! . I I : I 2 J� ! -INNAIM0,�- i- ,=P. 1 ow M � I I , , � : � 2 �,�li i , � 1: � ; � ;: , � �,­ 1-1 � : � 0,1a., st . �6 . ; 11,16 I I 1, , � I � I I . I *1 I �' � ; , � , I ; I � , � . � : � i I . ! � ! : : . � , -, t� , , , � :) -4 , I Is if I :t/el-aw. I an.� ! . ; � , : I oe 0 9 I i : I., ., :!UL ;1OL" ; M I -0 . . 11 I � ", '. I , � n � ts -, . I ;=,. */_ 11 . NUT a � - 4 ,� I __ i 0 8 I i I I I : � I .1 . ; - ; � I I , I : I I 1 1 1 1 . I . 1: I � ,� � -,, . 1 ; i I I I I : I : I � , � : I , ., � : , � - - ; � , I I I . I .; I , . : I I I 11 .. 1 1 ! � : box Of 'L' . ' - : 'O'Llo. i -----,:--. I I I -.1 - 4 I I !E_;_ .�__T_ I 11 11 1 I I . It I i , I �; 'i if I i : I � I I I � I I I I I I : , I I I I I I - - - - I I � I 1 1 I I e- 9 F ------- - I I I ­:� � ;� i : *---.- ­_.; i * : :1 I;I r � � : , I � ; I 11 I I , 0 �= : , Sm =26� a � 1. : i 501111. of It =1� I : � � - - - 5031 3' M., "..Q.6 AV U" 3 i-7 I' .. J. , v-. ?-':: ��, 4 , � OF - (3 MAK Y' �,f I " - I , ; ! I ; MAK 3 ,� 1�� I I , �'� , ­,�� `f , -, , : � I OF It' '. ". MAX — .'' AN04M FOR CONCRETE 39 SCHEDIAE 04 SHEET 9 MR WOOD SEE SECTIONS ON SHEET 12 - , , � � : ,�� � � , I - I � (3 IL;,� "I � , llr-k-Ar _ Q I I E 1, . , i E� � I/ I ' : REGULAR STOW At Q ]ELEVATION "I I , I : ,,, I :%,, 1. ; 'Ir 0 I *� , " 11 1 �c ; ,;Do. , I 4 1 ,I Le: �f : . � '32.g,� W�'& 1/4' MAX. GAP , � �, I � "I . I I- - I - IT /4' M_ � I "' � ,t'4'*­20TCUF4' &S� BIDET I . �A 4;-1/9 - WITIG .UI I � � � I _J � I� I at -.1 1. ,,, ,,,,2.fr -I ItHou Ott" --.-,-, ­ a I ­ ;-- _ - " �­,.1_1­ i'' -_ ­ — � _�4 I - * E, ,�,1/32 0 .c i CONO" .wcocn - � ! - I,, �illi�l I ...... � — - ,-,I, N.�-0,1111�illi�l, ,,_� '111111, - i I CONCRM ANGNM I (111a SAW ICHWUU[ ON V) I . /4' MAX. � a W1 " (SIM SCHEDULE ON . I (W SCHEDULE ON SHEET 9) 5-tv t) ��C an SIM SECTIO14 A -A MwJ � - ��I` on IRM M; ON � ­ =,rour woom MEOW= SCALE 3/32*-I' Mt"[D DIRECT #AD *" I SEMM 11 SCALE 3/6. I" MOUNTING DIRECT OJQ 06 MOUNTING . lqSTAUATION lm,l Olga MQUWAIG IJQ[J&AJAMN to %ftl�__ E.D. - 0" DISTANCE ,SEE SCHEDULE ON TOP At BOTTOM MOUNT$:=8F i SHEET 9) COMBINED IN ANY WA*f TO SUIT ANY INSTALLATION -6-0 0 0) = CO _0 —00 ;> a) = 0­0 .ii--a 0 =3 2 a) 2 0_ M 8 -a 2 a) C a_ CU -0 a- . .F M -if-, 0 (D 4- W 2 = a) = -0 ku 0 -cu "�o W .0 C 0 2 a. -2 C = -2 W 3: = CU C C) .0 4 ... 0 LL .*_ 0 Co > Cn Cn a) Cn L_ -I.- Co L_ C:)- iE F_ C13 -0 "o .= - 4­0 0) C�_ < a 4 Z Z W Mi M = CD - " " cm ;.; 9 = M C-3 c�, >_ -= CIO :,,< = LA_ 0_ . M C:2 - _= C-4 _= c= T 12 2 " ::e _T Go =_ _= 4) . E - == = _= U = -1X 3C 3� .0 2 CU .= 0 Ou Z.- = C.:) a) Lu . I - . ,�_ W in -& _C-I r= M . r-" t.s rl: 1 -_ U) L. (D -0-no 6n-a :3 0 (D C: W L) " " LLJ 2 < Z Z < _J CL 4­0 (D (D = U) CIO > 0 L_ CL CL < -6-0 0 = -a IC) L_ M (1) Cl) CC M SHEET NO. SH 1,0I IN, "am ••N WALL AND FLOOR MOUNTING INSTALLATION FOR t e 6TWA��S� �Y•r r__-__._... Eol"Rw AIKIIeAb art 1K>•PA[ a_ e4meAn y -11 SPLIT PANELS I/•'1 � � L_ 1�°o-a�MLOn � � I f \ Ilr• 1 '. -A a �„� +,w A a°rIM \ (T' TN• ,O•' /01.OY7 I - _Ifl _. I \ 1 ( ( trwaN ._ - . 7• r l �/ •/ 1 Ma1R1! i ' Y - 1• , YMRII I I �, •j . fooE a •Ru eUtaY7ca a• C 1- r APrI1Ge1[ ' _* NY• A.Ip y,w tNNt01 ati C 4• ' Ni Mh x001 o•w""r l/r \. STALE: 1 4 11- DlEWL T • 'A I 1 j (DORM f bE"CII +M,NP - PY1Y • It "rY"r > an seen • ' _.A,_NNIp MAP rNOWc� Y ���'Ya,rt" _'_`"• u . -W"IN S Owilw x/ OEMR; ROMP I ] wOl°"YjM R • + `� �• _. (!Na-n KAM IA• - - +R• 1• ���tk �__ • L>Q YYYPN �cEa�uPY 7 a 1. rll�. '-a (h► WIN uww ® -t lCr�.Cryap*y�fW SECTION Y-Y SPLIT STORY PANEL ELEUMN DETAN 7 _,k aa"Rr xf1yAE aa.EETER�r MULLION SCHEDULE A •1 Arl1ti• • UaEPM 1TIO11M.'ine1.e0L�gi iA'/] 0 aS,HP Nf yPkESxKf M/91G « IAMLLR 70 �'1,' IIMG>� �O 9GLE 3 +iii NOTE: YULAIDII GW waq BE Nf7AUED r/O SfafM PANELS ON TOP OR p„TOY SO IIM, n g IDGTEO At TOP OO SOTTOM OF OPUROGe (ONE PANEL OPENING W/ TUK TOP i WM)M) INSTALLATION - ALTERNAM i W •�' LE: 1/4• - 1• MP• YuuION SAW 00 • F40LV ED Mn. tUt mthAMN '• a ,•-e• ro 1�-r r . r . ,p• • ► 1•Bp {A 01Y• p"p +MP•�"r p� x A1Ax I [ J - w- FNSTALLATION - ALTERNATIV[ 3W �wFo"r•r.. R.N li WALL MOILINIM #WAi1A TnFE 2W tALC 1/4• - I- )F� 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN I -DADS UP TO +55.5. -72.0 114.1. AND PANEL'S LENGTH UP TO 6'-a', 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE 140. 2. Al SPECIFIC DENSITY OF 0,55 OR EOUA_ TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. COOS CELLIl10 A FLOOR 1111019RFN6 WaLL ! NLOOR YdA/TINO O/STALLATION - ALTE Kk= AW INSTALLATI[11LS - LLTElNATIVE S1Y (SECTION AT TOP IS LOOM TO 435.5-67.0 MAX. VALE, 1/4• . 11 A.S.D. DES" PRESSURE RATING) SCALE: ,/.• . 1- pp� � wY1 P q ,T RC i�Orrr�.,,1Y1NP� 10� •II• a.11.. ..s -' _....... Pow FUM moi_ FwsTALUTION - SEF'TFON uw sews tp• . r Como" AL•mm copcom AMONORa M* comcm IS ANaleq, $a SCMMLU ON l+w IY Wx WHMME 01 fEx[ 1CN[DUtf ON TOR 1pOp fOf! EQ 1/Cr+ON ON ,•E!T 16 AfIT 11)� 42 11) MAP,W� POMO e°NaNetr I IeJ 1/4. 7/4 ?qI4, 3/4 Or 4/4 1, 2 t 1w/IS ! a• wr. -' ^ 1• ,A.. .. .poD' IIE01AN0 SOp• REa1ARro _T-i_L 1, i TT i L I f i i 111 T.� i T11 t-}E' x>,mau a» Rl BPlmla[ � D74 R111[U (APExON (rNOION rgLLi DN,EeOR (00 PNh) fCAlf ro OLAnt L/b)I 1'//k�1yA�,yy// �F�/P1aQ E�f7 }� it%Y Ma.c.. 6 �: S,W ekl/!• oG 1 1 • W 1 , YF. (fa on I/,.) .. k lh•> (AUtwNY[ ,EIGn0,1 �? I i I ! z114) ��01! cAmowcoNcE� f I I I M 0 r• i. /4 2/4. W4. 3/4 fR 4/4 1. 2: 4 1W75 I. ; 3 iw/Ls ' I A1,E71NATE LOCATION •.ca, I -J ON In SAFETY PANEL L- Oi I "'CATION Or LATE (SEE NODE IKUwi sASET' PANEL W O (SEE NOTE , OONONtx AW.M •, /.. �. ; �. r .; BELOW) a LAST rMrlEl @ TO K ERFw1ED Ae LAS Lrih S,Or T PNIR OA.= S/Yu I 4 (,!Y , ,I, % erIR1 11) POtMD) J LPDYp1[ eplN BLOT STORMAwaYS RE MPNO b w/ N[M NAwCf mlgrt P) ION _EETY Vw ON r NOW° OF PRUCTI)RE ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SALE 3/32 •1• SECTION i Scw¢: 3/6• - r- - SECTION 2 SALE• 3/e . r 1/. A. aw ®®°A ) • + • 1/1• Ma. •M - MD11S DN L/'E.-jpE],Y $fOBIL-PAML= r,S Y NAT LOTION : ,. -- f. LIFE SAFETY STORM PANEL. CAN BE LOCALE' AS AM END PANEL (FIRST OR LASE PANEL) L�,Y1 GY- OR AS AN INFERIOR P/Jlfl IMF/ PANEL LOCATION M BETWEEN END PANELS). B 9R r"gMR"NIl ""� 6 Ai DINY[upt1p1 LIFE SAE1Y PANELS MAY OR MAY NOT BE INSTALLED ADIACEM TO REGULAR PANELS to Nan +1 (rf/ OR w/0 REGAIN TRACKS.) 2 LIFE SAFETY S,OR PANEL CONSISTS OF 0.019' GALVANUM STEEL STORIM PANEL A5 SECTION 8_8 PER COMPONENT SLEET 2 OF DRUM4. SCALE 3/32••1* IRS PANG ITSELF TO BE REMOVED ON MWALLED FROM ME INSIDE OF STRUCTURE. J. LIFE SE,FLTY PA1Lj,} IIEOUIIIES TOP TRACIf TO eC COLWONENT�i BO71DM TRACT TO p T LL SFMIONS BE i ®As PER BNEE+ 2 OF TN6 DRAWII/G. �TGP•, ....., j✓� CD ��r Ww1 OR FLOOR MOUNTED TELL eE roLLD,YING 1 i LENS, 2 ON THE AS WELL AS DETAILS , t 2 ON SHEET 14. 3t••' J FLORIDA BUILDING CODE IR h VN Nu cons Zone o .. MIL LENGTH FOR COMPOMCM ®®6 t S•. , �• Mat. ANCHOR SPACING FOR Ctl1TMNNNI ®ANCHORAGE AT BOTTOM 6 1 ON * i0070 " ' le 20 UK GALVANISED STEEL STORY PANEL r, SCHEDULES La 2. SHM 14 * :' as*" 11. COMPONENT MAY BE PERMANENT OR REMOMABI2'. ATE m GLOBAL PROTECTION PRODUCTS,, LLC. aa[e SSEE MIAA.S FOR PIWILILATION INTO WOOD FRAME BULDN" ON SHEET IS, 3i; Q.E' Oa �' •' '- ���O,,,. sl�IKtT SETT SHEET ♦ FOR DETAIL APRKAB"E TO THE NECESSITY FOR THE fWALLATAN Of y•em L �•NN� i•A, ON A�• +�N at r Ro-afl. Np: pw)"F°�e, rAlp�9np•r-oF7 20-(76 SPACERS AT TRACKS INSTALLED AOJACEWT AND BEYOND To SrUCC0/WOOD BOWS. L PC QA4"No ow un G-00m)N w 4•rNN I.R aRfllle ,- Mw A A., P •• •• Nw IS of M MAXIMUM A.S. D. DESIGN PRESSURE RATING (o,sl AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 0•rIO ONLY FOR Ai OW.4UATIONV At PER %WnGFK I nMU 1% ON SIEETV 4. S a 6) MAXIMUM A.S.D. • MTM r/ 1/� 0-A,' ff. YS i WME"P W 0~ k Y UMM O' PANEL DF ION P Ee:SURE RATING a N) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE PANE����IN�����NS INTO EXISTING S�ICT��� NAIIO ONLY FOR PANELS I�i @ INSTALLATIONS AS PER Summ I TOM 7, ON •MEETS 4 1 e)Apput#az 10 N PE 3 •� ��CENSE' = FLORIDA BUILDING CAGE (Nigh Wloel Nu came Zone No. 4167 °'0°° "BOa " 20 GAGE GAWANISED STEEL, STOIR( PANEL• •, '•. .��j''� o .t•�:. � )Q' ss�o •` GLOBAL PROTECTION PRODUCTS. U.C. IL ECOIre. .�D F.R. !1 lxai e. na' 01�rp,l/7°1° / E� / .w ...!. •rYl a M•. 1.1a1L' (FwNii�7b hwl"F-m7 20-176 G-00ar/1P t IRALl�,1,IL�iI MNiLw A IELR Y.. P,C .7.• M fial • O O EON tof pINA,11{M A.f.0. M,lq w.. I,L1101N Lal ! � �NRy�A1 fpARA,gN la alAtf ►NR� afMerrlON AF1yrp1C 7p C�Rp� f Nq � COI�OY,alpl •a.e. -7Eo r-Y OR IQS ! ,/4' UNpIRD , nwl e A 7 •es.e, -7! o »•_r ro Si w. r a/•' IRrOII(D , T,{RI s! 7 .ELo -rM.a >r-e• ro „•-Y Ya r 1/2• • • •.L, -NA la's' OR tlSS 3 +/7' • �� L o • +0 YARIIIIM Aao. O[GGI 111flSUlf MrMe (r,l) YANxAI A,Kf1011{ 1PAgIG i0A to. - } ,/2' « ![CR"q / k ANY CppN.TgN OF Ti I Y1RYM PMIY tDIDDI 1' (n.I _ TA•ODN tl-Orr-Y°�P GUt-M RWLYi rOWi O _ PMCWR RIA�.._ m eaaxn ,C� ro AIONONtt o� ro oo1Gn[ t�ilol[R ro CpnGf1E °RAF ro mlKRca mxNO�f,[ IF • A/A N/A 1//1 6• N/A r Ay11 r WA + �) e' a• N/A 1//A e• r � e' r r �' , teortaYl r N/A N/A` N/A o• N/A �) --� r N/A N/A {• M/A b' WA r N/A a (R017o1Q ' -.-,.e� -TELL {• o' N/A r J./A N/A N/A r e- M/, 4- e• r -- _- N/A r 4• r MIA {' a k ] (emraw) i e' N/A N/A r Ni e• N/A e• -N/A T �.) -{ r e• N/A••rtemnw) N/AN/A a ,/•• I} • a ,/•' e ,/.:- si/./.• • Vr { V•' a (t'y/eoTrou) aEf laexte ,° • 11 FWI AIILvaIK tnE ! owowo IOR IIFKUA7•Nl wto e00e nYlr eula{el Ie11YW A/CMOR LPACMD6 AMI IIIN•AAI EOr IA{TN10L AW eawm ON INK SOrO141 MR L.0 t01 TNw eKgA1N w foNm,A[ r"ollH ANO,aR EWOrIe e. YIAtE2TIp ePACre WIatN aR eOIOIAE er TNc ,•tlu0rrlc rAClalq. PEP t,r OrE1A1UR ro r Ao{W!E RaUOm VApq ollolllm WA rAL1011 i.NA >br r LLu 11rr YA1NM eR"IIK {IOGtFD rq FAoI A1.CIKR tYK AT AIrAKR{ LLW.a AIeKR tWe . ,/•1 ,vaM ,/r•_ o 1/41 tN1. t/1Y 1/41 w AKNtI,.Aow a a a a a p a kA1u Fo..w 4 W J a 1 fA a t/F ' AIR Alm Y e.r teeeEaq IeOeR - a , tqp+O rap LONG eA M MSMC w/ Ms • 4 1/4• 04 " Pro 0'-r Mq a 1/4' a0. ro r_r Ai of 011-10 E 0 OR PNr"WTE rm • IN I I/r a.. rAvOlo p 4)AOEr MR ALL lKUM w + /r Law+ eRAse eue,ao DBM LI ro S'-0' AA0 4 wrLAArnr roANc o ON uK ! 1} 1/E• A. a r17N t BI�iIDIB .1 •1 •i III 1 � .. .. T;• . Ji1TlI',�iltrfi•1„ wmmm MIDLAND) wm gum =ZMA Jli A NOTES, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D- DESIGN LOADS UP TO +SS.S, -720 PSF AND PANEL'S LENGTH UP TO e'-e' 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD 11EMBERS 10 BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY A O.SS OR EQUAL 70P a BOTTOM MOUNTINGS CAN BE COMBREO IN ANY WAY 10 SUIT ANY INSTALLATION, ANDMOR 14.) INSTALLATIONS (sTllos aME(�IAP ,b12N tOt/D'P OMNECI' 10 HOLD INSTALLATION DETAILS FOR REGULAR PANELSCI� dE C1 INTO EXISTING WOOD STRUCTURES io16TnTc 1I�mD•�Nfw10l � 1' !i EOI E {. 1 � ■i� ALTERNATNE 1W A,TERNA 2W SCALE ]/e-1' eA"E ]/e-la I pQ • fa tlMOtat ON s,iET e 1 F ro a,Aei • I � EO� ' EO I an f EG EO 1 7• --_ E0� - r L '•" 1' I � ram FwE .. ... ;� , i�ix� 1 /. � rv.Va' •NLRB 1 { j/. � YAo,_e• r oc . ALTEMATM SW ALTERt1ATIVE 4W ' a'..• •IAQ ', • ifoR"iN ar WAIT. Si a/e-,• sC14E SMI• gau�Rf' i. JII`y' Q�•� IM9�lMf,Y R uA1 AlI\ 4u!'►>I 1 ATIAu tittiLiR 0 SEE aFE INtE'R+d1 PANEL END PANEL VFAlaAE it , SCIfDUL[ {, L ® OR / ...... a•. = fOR Yrt -•-•-' FOR Mpt !• •, (Cf al1[CT tAOUN, y�YCeIOVRp K,Nr. I' -a' W. ' DETAIL T :WALL. MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) slaA"E_ 3/1e• . 1- MAXIMUM A.$.D. DESIGN PRESSURE RATING (o.a.f.) AND CaRRESPONQINQ MAXIMUM ANCHOR SPACING SCHEDULE AT C6i FOR INTO CONCRETE CONCRETE BLOCK STRUCTURES SLi(EQ1Gl j 1-.�rABI__l'ALi..LIDNd CONORLOM6 T�,A BOTTO" f� fD. - L.)Ji..: tLAt�Asu TJRo, G 7.►-DKr FNI,•.,I PwplMf nowt o NPErWC KUS � i PREasAs M 1 ro colloRoc TOOT ro colticn e{,OEK ro wNna+c ROC( w ooKofEc eLOpr ro �M IO / aal"RM,KN a TNd ,ANMIu1 Iwrl ttNa1N T.• (N) e• N/A N/A N/A 6• M/A I. N/A e• N/A I ! 2 (TOP) 53,0. -77.0 e• T p• 9• B' B• 9• 9' 9• 9• 1 (BOTTOM) S'-0' OR llSV _— 6• N/A NJA NJA e' N/A e• N/A B' N/A I i I (,OP) •66.0 -72.0 B' S' e• e- 9' 9• 9• I. , (11oR0Y) S'-0' TO T-e• 1950 -TL.O e• NJA N/A N/A e' N/A r N/A b• NJA 1 i 2 (TOP) 7'-e' TO r-e'comarx •r•..TDLUT e : diWi Elmo YOIIYf caYlrt-et sonou w: r . 3,JIM t �R ASa FRE>mnf AMeF af+ � DNA I, s/r rN Fo1 for s Naq aeE 1 (tnC k r YI. xa tot �,NKllj APPUGASMJ N e CAOYBTMMATIO MACNIUM vANqq,, LlNOM - - •4e.2 -eLS 3• 3• 4 1/T 1 Ili 7 (BOTTOM) T-e• OR LESS +sx.s -ee.a J s 4 . 2 (BOTTOM) r-e OR IE95 .ssa -720 a ,/z 7 1/2' 4 31/2' x (BOTroM) T-e' OR LESS .Ss,o -72.D x+/z' z 1/2' N/A MIA z (80170M) r-e• ro e'-0• +Se.o -7z.G N/A MIA J• 3' z (eoTTDM) r-e• TO e•-e• - //1' •. SEX , $ �--1141TJ110R PANEL `-VA PAIR •' scNE'NLc =• fO+EDULE 7 w. ANCHOR IIw. ANGIaI . fMtN1a SPAOIW ' -1'-J' Yia DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE: S/Ie' . 1' MAYS UM A.S. DESIGN PRESSURf RATING ■ i AND -ORRESPONDING MAXIMUM PANEL LENGTH Ni SCHEDULE IAPPLErv+• nLr m. F,tcTnYs 1 i_,L MVOICA�yrT p,rn,,A(aFut PAHe. °•�*•• aN n =t To to To COMOMM //1' •. SEX , $ �--1141TJ110R PANEL `-VA PAIR •' scNE'NLc =• fO+EDULE 7 w. ANCHOR IIw. ANGIaI . fMtN1a SPAOIW ' -1'-J' Yia DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE: S/Ie' . 1' MAYS UM A.S. DESIGN PRESSURf RATING ■ i AND -ORRESPONDING MAXIMUM PANEL LENGTH Ni SCHEDULE IAPPLErv+• nLr m. F,tcTnYs 1 i_,L MVOICA�yrT p,rn,,A(aFut PAHe. °•�*•• aN n =t To to To COMOMM r �� wtnOOM >a KIrT ,. wIl ANOrgRe ,wE k sAAcelo /a1Y MSfALutR,Nl Mro Raoo rRMf EeA,arM YERM{M ANCIIaR sFYtRge ANa ArIMR1 E0ar (NerANtE ARE w1u1ro ON iwe EFA4g10.a. rxl Ca. ICI 111w eOM' LED ON TGr".r RORXE AIIG1011 9►AGOG W YLLitPUMO tPlYa/q S/grN GI aGIEOAIt eY 111[ tgEallq rKadK. FOR iwe OP'DlAtgll ro EE 1NTf9el[ RPaMm fPAGIq OBfA41tD ,IxIK rALYd1 TYLL Net 1c tE19 I,IFA t•NAAw frAL71q e1DrAtm rOlt FAG( NICIIOR /YR AT ANG01K tta06 �� rAlf01 p rP•4A" aYA-e1 M 14KIIOA .Molls b a a a ! 1R •AAr•1rw44 0.) a i a - b b AIM n 0sa IElopt - _ • �GENSt' No. 44167 '. * NL (VAUD O Y FOR PANGS 0"ei . - AS PEN VE'CTIONs , 1tMu to oN SHEETS 4. e a e) CD cin aCU - ja Lwllraw YAte11M ANCN0R8 MwcRID tOR to. - a ,/Y •- ASD. OElION IA►CON •. to 14--0111► CNIt-IN N"fIANTf 7FYNt to PAIlLIA1E r1AK f01A fR // ! t4AleY11M MIIR MUMf[CTg14 M/MG TocoHrAnc To ooNofn etacK l0 1:01[1RR OOFItRCT[ tLOGt ro OONGETE 10 [ONOft[ e,00ll To CONOIftt to GOOGOL,[ eLaa To aNCIr,F 10� OONGfi[ xOCK to Cgr¢R[T[ TOANY 0011cR7" etas talreelA7laN Or IHCr IEIOIN e`N/A 8' WA 6• N/A e- N/A N/A N/A t (TOP) e' A' N/A N/A e` e• e• _ 6• B' e• N/A N/A + (B01TOM) e' N/A N/A 1 6• N/A e• Al e' N/A N/A N/A 2 (TOP) r ` N/A NJA N/A e• N/A 5• N/A e' N/A NO N/A x (BOTTOM) VSA -72.0 e' N/A N/A. N/A I. N/A B' N/A fi• N/A _ N/A N/A 3 i 4 (TOP) >r-S• TO e'-e• ORLESS e• .' N/A N/A e• e' 8' e• e• e• All N/A 3 (BOTTOM) e• N/A N/A N/A 6- N/A e• N/A 6• N/A N/A N/A 7 (TOP) B• 4' N/A N/A 8• e• e• s• e• e' N/A � N/A / a 7 (BOTTOM) N/A N/A 12 1/2' a 1/1• 17 1/2' a 1/1' a 1/4• a 1/1• a i/.• a t/.' N/A N/A S (TOP/e01Tg1) 50.0. -pJ.J Ni N/A 12 1/2• B 1/1' 12 1/Y B 1/1• a 1/4• a F/{• a 1/4' 6 1/4• N/A All B (,OP/BO'f70M) p'-I• TO 1t'-2' eS.O. -72.0 N/A N/A 6 1/4' MIA B 1/4' N/A 8 1/1' a t//' a 1/1• a 1/4• N/A N/A a (TOP/BOTfOM) '-p• TO 11•-2• NJA N/A N/A N/A N/A N/A N/A NJA B 1/4' a 1/4• a 1/1• a 1/1' p, 9, 10 (70P) ,SR -LBO N/A N/A N/A N/A N/A N/A e` 6' a 1//' a(pOTiOM) OR LESS—i2'-A• 4' N/AN/A N/A/A�N/Ae'e'a1/4• L614' 9 (BOTOM) OR ll'S9 N/AN/A NJA N/AN/A N/A N/A6 1/4` ai/!' 10 (e0TT0M) 7FE 94W1S t0. It A/IO It ADR ANCN016 I,PL ! SPADNO 10R eK7ALtA1O4 CITO W000 /A1Ax lRIa0e1D. III,a1111Y ANOIgR ie,rDr/W AND MPIMIY EOOC °:TANG( Alf INDICATED ON lle9 SC/raAL. FOR CA tffi THAN 41OIGTfO ON iC,EOUt[ ecwx ANCHOR 5FICeq BY WLMt11NO 9►AGNO SHORN ON SCH+fa+A[ W ,Nt rONDrr10 rAc7aRL FOR ,tA OPExnON To eE 1.OltM[, aDucm 9PAOM6 Oe1ARK6 VS4q "ACTOR SIPLL MOT !( LESS MAN lelellY SPAOe10 YgrATlD TOR fAON ANCHOR lYP( Al ANLYgRf LI00a ,��'i• Va'P +/1'• I/r. ,p•. A1t19Y1 t1ee _ T1140N orup-"- --,JO. � °NN+ _ _fEUD'•EC7 1k AIA1101 fPNa10 N 0 N C- C 0 O C Cu "C a z z W J _ Ij I Ih,O PAtAUMIE PLl15 III 1h1a PANEAMiE PLUS / � �' e , . o.c W/ , 7/e• �} .. -__� . , A• o.c�TI� e , r aa/� � � �' i To wood Mu I EAL�a) pER• � woao�HEADER TO IDIIBTINO HEADER M , WgoO REwIAm I oes7R4 - 1 1 Arwa/ar ' -WRY ` \ _ e�'J I • �', 1n�P ! 1 f"'• I • wow NFACEIf 1 INSTALLATION DETAILS FOR OPTION ,� 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,µ'P w 11CIIE'p " r as w/ INTO EXISTING WOOD STRUCTURES , V! IRn. twRA0E1 PE7riM„orl m baE1Eq Fgap NTApOe `,, I I 2 I _ I � � _ - �IILI✓ Rm°A •�rN I 1 li �1 , I 4 .. nuoe�, � , `o.c O t � ALTERNATIVE 1 ALTERNATIVE 2 Q ,nr Nh 7a!�•wRr wll,lAL INK) tce[I mp2ir,a + oc � Q I . ral�Ilo. •I I �1 j LF,AMOgN ro ouu i r EO� i T I � ill 1 � I UALTERNATIVE 3 ALTERNATIVE 4 REauaro ij' ,N,a�ia/°rrowNa�wmueiENc ON" � � v4•._ao rAI1DEY,E rows q a ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION IWIKIMT[ PWb ! r OE: • , ,/Y "n. {GLOB }�• - ,• w•fAala PELTMtKM ro Rom PLATE 9ATG IMGtf NOf Y01►I l'OR OIAMY WALL MOUNTING INSTALLATION iILCLOW 4/� ALTERNATIVE i W �T�P rvEN " :'� � W eoNc ale' - r 3` r • V '� •'• � = FLORIDA WILDING CODE (High Yeloa Nurrloan• Zone JC3ii �* : � t � •.� - eaolo xtTm. xc. 20 GAGE GALVANISED STEEL STORY PANEL oaw�i n, � Z 1 •KTALLAiIaN! AR[ ONLY YYLC FOR xlllDe105 MIIII AS'. OLLON t0/05 W 10 � .as. -72.0 M AIR7 rAIn•e LtNOM LIP ro r-r. �'• et aLo - PROTECTION PROD11CT5 LAC. rn1/a101 x FOR n"w wood rRANE cowelA,C:,,oN: waoo MLMru m K TlounlOw �'h,�'�E•SS'' ' `�, 20-176 IL E Ci O Ire. AM, �� • °"c rlr N•. a, w/ soon u1Kn1 or one OR caw. Nw�I !. r�wor, w. Kao (e►•)w-Te•a ru ds•>r-an a G-mW7M YAPS OAxlq ,I• P.c EFN/Mo.ow./DAx w A T111n N.. rc J eRTEr x ar a a SHEET N0. SH 1.1 .3 MAX. 1:­MlN. D.M.Or 4 0 0 0 0 7 ANCHORS (SEIC SECTIONS ON 0411713 17. 18, 19 AT 20) &V a. aw?. 4107. 0/11L 3, MAX! IT v wm/ac, 1*w/NL 7w/it a ww/w I' MIN. ' 14- exi, , �'Nxl Lot wrt, 0-ft 7 71-1 A tq�)i PAWL LENGTH HCDUW (SEE Sc Mao j IS LIFE Fwft saimm oommm sea MR a U!" Is ill" OW46 W116 3 Mwx� 3- 1 L10.6WItS. IANIIS A OW/30 XW/ 9 & OW/so MAX., BAN. ANCHORS (WE SECTIONS ON SHICIETS 17. 18. 19 & 20) OPTION J2 FOR LIFE SAFETY STORM PANELCi) 1ELIEVATIN SCAM 3/14--l- w aft low L SECTION A -A SCRE 311W.I" MAXIMUM JILS.D. DESIGN PRESSURE Max. PANEL LENGTH L (k) MINIMUM SEPARATION PANEL RATING (P R,0 (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 W-$' 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY INTO EXISTING WOOD SMICTURES r STORM PANEL SYSTEM CPU HEADER -, i -ill= WADER ^10 i=A11101 1/4-. TAPOKW 0 41- �Z�Al Sw�wo TAW Ir D.C. I I �; ?7 TA g. 0r .0 T�� Re I - - 414 HE HEAD" M HEADER . wow "LAM HEADER , �q 01,011 now -/2* 0 , 114V IS IF i b12* r , L G LK6104 :�w Exopm - am PIVIICL LENGTH smil us SIM I" L* lft.� V Mes. A, PAM LENGTH sman Yo, (SEE "an I BELOW) PANEL LENGTH 10, I.-A� (BE[ NIM I KLOkV) v ASK, PANEL LENCH EXISTING CLASS (SEE "M I KUM) CLASS, TO OLFM (SEE NOTE I Ki owl cm wow NUT T Av N4 I 4 'PENETRATION . 4 1 WaWUr. OF FT. G & 0 COwT CONT .9 1/4:=4*S.S M3, W/ 1/4-9-2 Y4-S.S. M.S. W/ 7/S i - V" NUT 313r KING NKIT 3/32 WING SOONER 4 ill Ilr OX w"Dwo) WINDOW OF 12 1/2' O.0 1"410 TAPCON 0 a, Oc NUT wam[A (BEYOND) *0 TAPCON 0 #* O.c W410 Tspcoe 0 Ir D.C. IMA*O mtmxnm W/ FW) AOODM W/ PLO) ktowTH THII[ADED nevicsocc, OF PLATE j OF PLATE OF PLATE -JN;MWM PLATE Q4;XOO PLATE "Aaa PLATE A ix"we PLATE WALL MOLINTMI WQ1 I AMON W" MOW- MUI I ATION ar am WALL MAU _JWMQ jug" MAhIMW LAM 0 REGULAR soul 3/4 .1. PANIEL a 0 R�p JEL a "PAIRL a MOM ISEL SCALE 3/9--l- SALE 3N.I" SALE 3/81.1, ............ 1. WW#AAAIO'4 ARE ONLY VALID To* J)" VOH A.SO. up To s", -no Pv Am ftal.'so"UDICT" I* To W-11' OCOM LOADS 4 1 FLORIDA BUILDING CODE (High Velocity HU curve Zone)l t4m=. SK: y NU To 20 GW GALVANIHD SML STM PANEL O&M ff� 2. "a NEW WOW nL" CONM=" 7 MEMKN 70 K SOUTHERN om MD. 2. ill/ SPECITIC KNIM OF a Opt IWAL -e arto/an GLOUL MUCTM PRODUM U.C.- ME. 11LIECOINC. 4= 1.00. IH simm Ft. 31014 rw OU)NO-M 7 20-176 "'hilld PL M- i I WAIIIN*WA"lbtm WIM REQUIRED Sell INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUR S 41 lArcom 404M ve TAPOON ANCHORS 1AFCON ANCJ4ORS TAPCON AIC-M 91 D.C. . ; OQ 9. 01C. t oc 1A1 . In POURED CONCRETE, a" CONCRETE 91.0" factwu I r-C - 0,4 Ms.. POURED CONCRETE OR I GLOW REOUMM POURED ODKV", OR CONCRETE ROCK f4m~ 1 -wa_ G _3 if ow IS ev I - I FT I VIT'S . 3/3r /2* O.C, ' NUT *"'a WSHER 'S 12 1 �14- TAPOON ANCHORS 4 1/2, o,c- ($tAOMO R/ STUD) MMAMM BLOCK wtouot[D WAU MMM119 w-am"TIM a ffm LIEL SCALE 31r-1- tot 0 3/32' WING NUT wAss" (wy") WTAPCON ANCHORS 4., Ilr 0& (VAGGM w/ STUQ) POURED CONCRETE OR OWRM 111.0001 RECUNKD WALL WQU$= INSFALLATMIN 11 UNCOMANFIL SCALE 3/8'-1. vat OW to * So IN -,own T"t ANCHOR "M 11�170_ wpm WPCM FOR NEV41ATAM ,a =0 Now usaws (k) 3 fft" ouuim WON" ANCHOR OWAM ANO MINIMUM Do" INFIANCE ARE @MO= M THIS 11011VAS MO ED. LM TWA INDICATED "ED= ANCHOR "Am By NUALIft"02 vocolo vow ON 90coutt Acaft go. 40K Tow" own= w "It OOLLOWN FAMM MR THIS 04WAM TO K PCIML MMM jr SANCING ovomm tow FA" SWLL Not a Uss . MR. PKINI; fACH 41004111 TYK ON Ties SCHEDULE 1417- J,ff CA- 4ISS IF_& IV/ wm Mo wkv" f _V4,L2,0014IS11 M.& IN/ is = WING NUT WASM Is, it I/e C,c (avow) 1APM ANCHORS 4 1 CC. 6 4 1/2- ac POURED CONCRER OR CONCRETE BLOCK RECLOM WALL "tMNG INVAUATM WAU POURED Come" on CONCRETE BLOCK W.&A%M MOLMNO !Ifil I AWN 0 fiff"AMIEL IS SCALE 3/111 L&JOWEAPANKL SCALE 3/8*-?" IF 1 Ell: " IL _1 , �q ;GN 10 4 O.CO MH Q2 7; IN sy HEADER /4- ILL 02F. W= HEADER WOOD HEN". 1= wmrDLu oN Tow 'a) se... PANEL Loom ESEE NOR I BELOW) PANEL LENGTH (su NOR i BELOW) SS. JILL I ef NUT 0 I " I to I - 2-W WOOD, PLA ,nE 3/39; SIM NUT REQUIRED 01AS"IE 0 5 /4* C.C. #14-10 PANWMIE 6 6 1 ""le NOW I Al MOWWH OF PLAR WALL UQUNM IM I ATION SCALE I. INSTALLATIONS APE ONLY VALID MR BUILDING$ WITIN ALSO. MARK LOADS UPTO 4501.13-72.0 PSF AND PANEL'S LENGTH LIP TO W-S"� 2. FOR WEST WODD FRAA CONSTTILCTIONI WOOD MEMBERS TO K SOUTHERN Pwr No 2. W/ SPECIFIC DENSITY or GAS OR CDUN_ 7 1 2*.4' WOW P�ATL 7/5*0 . 3/32' VAG Nut AMOCO, *ASHOR 0 (1lEfONQ) 014-10 PAWLWTE IS 6 1 "4o.c, 17 WN. AT MORWH OF PLATE WALL I ON 0 al �SAFM "PANIEL k SCALE "OUREP a. C-af "I. REOVAM r INSTALLATION DETAILS FDR INTO EXISTING POURED OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM CONCRETE OR CONCRETE BLOCK STRUCTURES T/4* TAMCON NOV" 7A" ANCHOIS 1-4. r.*. D.C. POU=0"altom OR OCK REQUIRED i --c! /4' 4 1; 1 1 19 t7l 'P PANELMAR PLUS If/ 3/32'WM NUT INMINE* 1/4* WALL WykM VOLUTM SCALE 3/8".1, = OW IS a 30 MR A031M TYK A, ANCHOR vm SPACING, FDA INSTALLATION$ SIM OM wo, mom V,,Mo O-j 3 3 FROM BLMDM MINIMUM ANCI-10411 VACM AND MM" CODE D*r*A= ON 60"TIM ON 7-6 -Sxx S SCHM" FOR to. I= THIN ININQUIED 04 SCHDIULE Ran= OLTIPL"d Wwm WeRm 04 smew ILS-4 BY " FOL(OM AMC- F_ 1_ ~M 10 K POSSIBLE. IBM= 1 5 - 11PACIAR OFAM USING FACTOR SHALL MITI BE LOS THIN MMMUM SPACING WINCATILD Mo V4. ANCHOR T4" 00 "a samom Is* libi A I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD) HAS WEN VEW" FOR COMPL16KI IN ACCORDANCE WM4 THE 2= (71h EDITION) OF THE FILOMDA BUILDING CODE. DESIGN WIND LOADS $01ALL BE DETERMINED AS PER SECTION 1520OF INE ~ WW40NED CODE. FOR A WIND SPICED AS REQUIRED BY THE JURISGICtION WHIM THESE SHUTIM '"LL INSTAL NOT XiMUs" WIT A MKCTONf4jfY FACIOR K4.0.05. USING ASCE 7-18 AND SHALL EXCEED TZMA , G.) DESIGN PRESSURE R47M INWARD ON SHEETS 25 & 26. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-15 SHALL K FIRST REDUCED TO &&D� DESIGN WIND LOAN by MU01PLYlNC THEM BY US IN ORDER TO 10 COMPARE THESIC W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS IN04CATED ON SWID175 25 & 25. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P E.G. AS RM WERE NOT OVER STRESSED A 3n INCREASE IN &LOWAKE STIRESS FOR WIND LOADS WAS UQL USED, *1 THEM ZiALYi4 FAVEkM PACING 10 WOW HAS SM DETERMINED IN ACCORDANCE WITH M-D S. WS gMft PAKCS ADCOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS 111SA VERIFIED IN ACCORDAKE WITH SECTION 1926 Or THE AIDIDNt MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. W_ REPORT 0 2032. AS PROTOCOLS TAS-201. TAS-= AND TAS-203� 2 THIS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUMN OF TWE OPENING ACCESS" INE OPENING TRW THE INSIDE W/O TNE USE OF A LADDER OR UrT THIS APPLICA71ON IS V" WHEN INWALLATION IS INTENDED TO K PERFORMED FROM! THC INSIDE Of STRUCTUIVE. 3. SERIES TOOK) INSTALLATION M APPLICABLE TO SINGLE AND DCKJBLf HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED to BE PERFORMED FROM THE 01= Of STRUCTURE 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGUE AND DOUBLE HUNG AND WOMONM SLOM STYLE WINDOWS WHEN INSTALLATION 6 REQUIRED To BE PERFORMED FROM THE INSIDE Of STRUCTVRE. 5. ALI ALUMINUM EXTRUSIONS TO BE 6063-T15 ALLOY AND TDAM, (UNLESS awwsw NOTED) III. ALL ALUMUM SKW METAL USED AT CLOSURES SHALL KWE 3105-HI4 ALLOY 7. ALL SIM SHEET METAL PANELS SHALL "AYE STRUCTURAL OLIALM STEEL. ASTM A-IBS3 DUDE 50 MM.. GA&VANIZIED STEEL DESIGNATION 111 561 kW (AFTER ROLLED). 0 ALL SCREWS TO BE STAINLESS StM 304 Olt 318 A& SERIES ON CORROSION RESISTANT CIATED CARBON STEEL AS PER DIN 50018 IS/ 50 kill YIELD S71RENGTH AND 90 AS; TENSILE STRENGTH Ar SNAU COMPLY W/ PLORiDA BUILDING CODE SECTION Z*JI.J.3.4 9. BOLTS TO BE ASYM A-307 24LVAMZED STEEL, OR ASI 304 SERIES STAINLESS STEEL. WMH 36 Its, MINIMUM YIELD SPRENCitH 10 ANCHORS 1. WAU SHALL BE AS FOLLOINS: (A) 1/4-0 TAPDON ANCHORS AS MANLWACTLOM NY ITIN BLALOCK. 00C. (Mft 1'..3122 D.wi) 1/4' 0 IT 7/6' CALK -IN AKMORS. AS kiANUrACTLAED BY DEVIALI INC. (MiN. f-SE100 p-Ij 1 14- 10 FAMELMAR FEMALE ID & PAMELMAR PLUS ANCHORS. AS MANUrACTURED 07 ELCO CONSTRUCTION PRODUCTS. (fe-3350 P..0 A.0 MRAMLOW EMBEDMENT Or TAPCON ANCHORS INIO P"ED CONCRETE SHALL Of 1 3/4' AND V FOR PANELMATE FEMALE 10 & PANELMATE PLUS. A2) MNWJW EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHIM STOLL BE IS 7/5- INTO CONCRETE. NO EMKD~ INTO ANY FROM MATERIAL SHALL K PERMITTED 1/4- 11-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENCKXMSHOULD ANY FINISH MATERIAL EXIST) TO 040" 3/4' INTO AKMONS, AL3) IN CASE ?W PRECAST STONE. PRECAST CONCRETE PANELS. 00 PAYERS BE FOUND ON TME EXMTINO WALL OR FLOOR. ANCHORS StWl BE LONG ENOUGH 70 REACH THE MAIN SMICTURE BEHIND SUCH PANELS. AFICHORAGIC SHALL BE AS MENTINED IN AI) AND IN &2). 1 /A- 0 TAPCON ANCHORS AS MANUFACTURED BY I I'M RUILDrX. INC :/4 * 0 X 7/111� CALK-401 ANCHOR& AS MANUFACTURED ST GESTALT INIC (rm-11500 PSI.) 4-10 PAWIMATE FEMALE ID AND PAMELVATE PLUS ANCHORS, AS MANUFACTURED Or ELCO CONSTRUVICS! PRODUCTS (11-2071 psi) F -4 a E-DA 1 '"we A44ELVAnr /. . 3/3r w" W" (BEYOND) WALL MQLK_W If"A10 0 UftM 'LM �PANEL SCALE 3/6*-1* W I) MINIMUM UMOMM OF TAPCONI ANCHORS MO PARELMAIE POWILE ID At PANaMAYE PLUS INTO COPXAM BLOCX SHALL BE I I/,- B.2) MNMA EMWXKV Of 1/4's k I/$- CALK -IN ANCMCIRS SHALL K IS 7/8- INTO CONCRETE. NO EMKOMEW ONTO ANY FINISH MATCRIAL SHALL ME PERMITTED, 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL It LONG DOUCK(SHOULD MY FINISH MATERIAL D" TO ENG.'a 3/4' Iwo ANCHORS. 8-3) 01 CASE THAT PRECAST STONE. Olt PRECAST CONCRETE PANELS IN FOUND ON TNE EXWM WALL. ANCHORS SKU BE LONG ENOUGH 10 REACH THE &AN STRICTURE KMW RICH FARM. ANM� SHALL ft AS MENTIONED IN 11,I) AND IN 9.2). C) ANCHORS MAI BE INISTALLCO MLOWA; ALL OF THE RECOMMDMTONS AND SPECWIATIONS OF THE ANCHOR'S MANUFACTURER I I FT SHALL SE AFTM:EISPONSIBIL Or THE 0 VERT" THE SOUNDNESS OF THE STRUCTURE. WHERE SHUTTER RISUR�" . .2= Is TO IN TF4 SHUTTER SHALL 014LY K ATTACHED TO CONCRIER. BLOCK OR WOW FRANC SUILDINCS. 12, THE INSTALLATION OONTRACTOR 15 70 SE&L/CA1JLX ALL SHUTTER COMPONENT WGICS WHICH REMAIN NO COKYNWUS CONTACT WITH THE BUILDING 10 PRIEVIEN1 WINO/MMN INVERUSMON CAULK AND SEAL SHUTTER CRACKS INA AROUND FULL LENGTH 13 STORM PANEL INSTALLATION SKALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY &ALDM AND ZOFVAC REGULATIONS PROVIDED By THE JURISDICTION WHERE POW 13 APPLIED TO. 14. ATRIUM WINDOWS AND DOORS. W_ IE - Z HAW STORM PANEL SYSTEM- IS PADERE Mo g. III (a) THIS PRODUCT tVALUATION DOCUMENT (P.EA) PREPARED BY THIS ENGINEER IS GENERIC; AND DOES NOT PROVIDE IWORMAION FOR A sn swcwic PR6xcr: i.e. WHERE THIL SIR CONDITIONS W44TE FROM THE P.E.0 (b) CONITIRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALUITION INCLUDING LITIC ShIr" OF "" PRODUCT BASED ON YNS Is E.0 PROVIDED K/SHE DOES Not WVIATE FROM THE CONDITIONS OrTNUEC ON THIS DOCUMENT CONSTRUCTION SAFETY AT SIR IS THE CONTRACTOR'S RESPOFIS4IUTY. (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSADERED INVOLO IF MOW". (4) SIR SKCW)C PROUl SPUILL K PREPARED BY A FLORIDA FICOKMANCIR ENGINEER OR ARCHITECT WHICH WALL BECOME THE POMIEE" leog�gr WALL ft=..) FOR THE PROVECT AND WHO WILL K Ill FOR THE PROPER USr or THE ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTUR THE SIR SPECWNC DRAW04S MR RCIFIEST I*) THIS PLO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT 10. SIM PANEL MANUFACTURIERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDAMM WITH SECTION 17011-9.3 OF FLORIDA BUILDING CODU OW LABEL SHALL FIC PLACED MR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA RALDING CODE. CIO -a :> .5-0 2 @-so cc 2 CD�L- cc 0 4- cn 2 16- cl _c) a ou__ 'cu co 0 III*- 0 CIO > An -0 E 2 c U 402 .0 . a IL P - -7 cn Q1 � 7 c`sj Z'iz LLJ c%j L.) C14 C=, CU) CU E cp 10JJ -10, 03 E M CD COMPONENTS FOR SERIES 2000 Ift 1000 E-Z HANG STORM PANELS 3 /24 .1fir 2 00,M INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-v') fm�i* t"m..IL 1'/24 2 w/ on W/O (w mm 2 $DIM 3, Ms. 2*/24 V/24 cm NOTI: j artm PANEL Cj) INTO POURED CONCRETE OR CONCRETE BLOCK 0 &ACH -r T I* I". r r C440M AVD.M T Tihso. 3" M_ - - ----- - of lemoD." am SHEET A KIM um am V1.4111, m $OCT*" a- ow 15.1w (TOTAL ill" 2.230' 1.1, Sul (EFFECTIVE MO" cn -&-sell 2.250* 4 1 -1 14W R. I A YM T 2.244' 1 IMAM 4k%opmm am Ewe 9 0 Go it T 1 0, C-60 MY SIM 5 L I" P" -1 3k'-' , P 4' 200' *--2.470- 7 CIO r 49 it HEAMED TYP GRW Do MINIMUM .547 w 7 w kvn: a. & 4 @RAW ME Nout I, m FEE 4 -653 2.744 N-M) vwffntwm ser"a eva) I wit .71;4, ROD,, . AM DETAIL &Y 10 : �7 - T STORM PANL 40 IT L. _T I L 40 4-0 T T I T REII "h" TRACK REVERSED -U- TRACK KI 3re wwm&r Lesse CIO,) no M, no I%. I kw k SCMAMM "k*'" - I I/, - es CONCINTI: MOD.M. SM jn-% To TRANS FOR M ?a MY ogim'.1. to Ihm y L le. =m as SHEET M MR =vw- TO. SWAMVO*- 21 Do 111,11, Gum. W/ "or" CODE: 1, 1 1 0_ 'I-, -) . I 0?0"W PANELS (D To at swALLER, AT LACH am obwAm IF x"ll2w .11.r To W INSTALLED AT EACH LAM PANEL cn OW rMICAL ELMnON FOR ALWAYS K I=,& MWIDN= < 10 w "M- TO K WITAU" "M 12!: M=10 S�A=lx E-Z HA SYSTEM OON Of S"&-CTUn .12F E-Z HANG STOI&M PANEL= ST02 WIN TYPICAL ELEVATI so" 3/w. I- ol� 1, - I 1 11 -@ lus, 130WErRIC VIEW DETAIL A am* 000* ROUNDED CORNIER 0 ENDS OF PANELS v V-0)sv - 0 END UP W/ KAM CODE, ]L I SECTMIN B- 411. An 1- K/ \_7_ 5_7 _7 S 4 7 SECTION A (N.T.S) VW - 1- 3 NOTE& TRAUS AT TOP A PA14LMAIT PLUS OFT IV LONG Mw I ; - 1 1 _2000, j (1) E I HANG STORM PANEL SYSTEM CONSISTING 01 PANEL + .. .& SIR (JrAf BOTTOM W/ PAIALMATM, A cu (1) 0041111011-0-SERIEL=. f - 2 MAM STOft PANEL SYSTEM CONSISTIMC OF PANEL :84% as C-1 TRACK$ 70P & SOTTOM. 'i. 4 am (2) DO PANELS SHALL ALWAYS BE CONNF411 %=~, to to ses, iar TO EXWNO BILL *Ali BY MEANS OF WE PAMELMAIES 011 IF USED END PAWLS 1, son, SHALL K COSM " IS MT AS ft FA, . SIAS @) 2"RIS"(Max.) ALUM, ANGLIE (2) SHALL ALWAYS K CON CRO 10 SCITIMAK TRACK OTHERWISE A STOP BAR iRD TO 1150611-TIS Sum. ALLOY V PROVIDED AT TOP Of SU04 PANELS. WING NUT berr 2mv 125' (3). W END PANELS APE (�����SHALL CONSIST or DC&CMM DC*h Ila?SVI Lm" moygm [MST, w in 5- ch M" THUMBSCREW (3) FOR CASCS WHEN CUD PANELS ARE IS "W UC%CT.W&, (P AT WALL UMNIING INST, I EITHER OF TWO jEP 7 FLOOR To crt"Na mov a INST, DIRRION FLAT FLANGES OF END PANEL END PANELS ARE NOT 6M Slop BAR 0 SWWCA"Lf I AMAUL CIO (4). rArK PROVIDED AT TOP Or SECTM 'g. IN CASE THAT ENO PANELS ARE NOT COMMCCTED 70 BOTTOM TRACH: (JA MOM M r6 A STOP BAR (4). MR WALLATICIFTS WHEN END PANELS AND SOW OMOR PM60S AIX DIRECTLY INALE 3/4-1 PANELS SHALL BE COW� BOTTOM TRACK movirrit To Exw ou occrwxrow onaumDAM FDA 04 A(IWLM TWO No SKI WALL �AT =0F r0TrD`MrE7RWMKPT`0iMWAU. uu OF 1w Is a As IISSMOMYSMACTA (3) ABOVE, IN SUCH CASE. CONNECTION OF PANELS TO Bottom TRACK MAY OCCUR AT ANY PAWL LOCATION MAY BE VAC:=Y&C:r.0' SHOW ON ELEVATION AND IS I AT IN crewel OFIB 'WAMS T). kit TWO 4 N. IS � V �� (5) SEE SECTION 1'. 3' Ill 4' ON SH1117 24- SEE ANCHOR SCHEDULE ON SHEET 2b. MML 11419 Not MO T-OK-co.w-Nw=­S1M= = %&,-U INSTALLED C. 750 065, CTY0.) I I sen SUCH THAT ADJACEW PANELS Q LEM III KNOW SIDE OF PANEL) HAVE * . -- N. " A ­.. 1. THEIR OVERLAPS RETAINED BY Q). 1.1.1 NO. 44167 NO. 44167 FLORIDA BURLDING CODE (Nigh valod"Y H no Zone) I : . - FLORIDA BUILDING CODE (NIgh VokKqty Hu cans Zone) FLORIDA BUILDING COME (High Velocilly lowu INS, Zone), 0 Ito a 110"am vouwrft CAN cmem A, ANY w To up 20 "a GALVANIZED STEEL STM PANEL No. 4 167 "M ?LIM INK, 20 "a GAILVAIMM STEEL STORM PANEL wraigm ; 79:.. Suir nc 1KM= Set 20 CADE "ILVANIM STEEL 51 PANEL To CAN. ft asaws w. wAw 0, z OWUL PROUCTON MIDUCTS. U.C. ST MOM� DETAIL I CLOW mmcnoN PRoDum, uc. BIG. DAM, z 111SIECOi 11LIECO. 4= L 11 VPW CTION PRWUCM LLC. OF 3NA"Wax.) ALUM, ANGLE STOP go CLAM MTE wa S. .0. ftopc "141, ra (UH)M-M SOW. FL 3331. 661t."iLl 33416 I I" LONG Itionk f TAKE, FL' 20-176 0 rw OMAN-9m 20-176 ? 20-176 < sm-lb MUM. ALLOY v. Nexiffiffix � fies I Oftemes ft owmea Ism ohm" ft: ",k= TRUr I,.. P.L. Se 11-­ F09 1 . i- USA "I - F09 imm IS w 0- 1 - I . I . f . SHEET NO. SH 1 .21 Y"-4�,�lli,w-wq.m.,.*i:,�'E'���� �J";Siff.�Jjj,:,ffr""A xm, � I ­ - - W� .�.]JJ-I.-],'i1; �:11 - -- - Iz.:.w4A., Z,jmII.-.-],r*4,..:.mT.- - - ---- ----- - - ---- - k,"-.Ifli.,�v.IV44�w,f.l":,.IFLPRI.,.,�KVWI'. ­wz 0%1MAXIMUM A". 4" m. IAL SEE ) BeRew =r- I am --- ED .".a, -15.3 LESS 2 11110' I TIED . - ' 0,2�. 3'. I'1111, I 10 .".O. -73.3 -�--` U;SS .7#. 2 7/8* I IMUD - C a 00 mmok,49.6=- lu� & I'momp AT qwmAP A, 4011 a, PAM LENGTH or I I FYI llilllw-," 'm'! *-�!­ 11114 'i *,III.; 0.71 I � .,�,Nr.",Rlw�l: i-Iff.�-:.;Jv�.--:"! .:1"!,m,Ty4i'i Ijvw-1­H:,-,.. M 0 J-� ::­j4j3w -9.v8;1Wjj, I � ��;� �, -.1 VITH11:1111, " A .Tm " I .0 I Ill � 1- ff.1111.4'wij" ...... rlanl,., = . ��� =- AAMCS WARSAW ANCHORS WOCM FOR! U OL . I Iff " " I MAX -ALE ,a � AT & I Im - - - MAFOMVN PANEL Loffm%* OA) PRESSURE PAr (. . ) � TAPO" ! CMA� I rommmat nommur 0 1 PANUALUX PLO 110, Coatm � in � I a comomm To COMOR", BLOCK I it comciern TO- . "Im-I'm MI' 12* ----- .,. - -;;-; - I 11 . N/A 12* MIA ". M/A I' a 2, Cw) IT* I I O . - r 1. 1. 1. 4- . 1. -). . Q* 12- I IT. 1. 1. - 1. - tr I (BOTTOM) NIMIQQQ -t- 4011.0­75.3 N/A "/A N/A N/A MIA N/A - 121/2 . --- it' .. 2' (BOTTOM) 70" 04 UESS '. NIA --- --;/A 61/2- M/A 4 i/2' MIA 4 1/2* M/A 3' (TOP) 2'- 17, - - N/A 9 1/2* 1 N/A 1 3' (@BOTTOM) i2' ,�_ Ll N/A i2' N fA 12* 1 MIA 1 12- 1 MIA I - - --- Ir 'r . 1. 12' 9 I/2' 12- 1 IT- . I I -1 * LIMITED 10 14.0 ;,.t. ASA DESIGN PRESSURE RATING A SEE SHEET " MR ANCHORS TYPE IN VACM FOR INSTALLATIONS Nac RESTO FWM OLOJM ~W MOM ~AN AM MINIMUM 91TOL OWAVM ARE MIGNAINED ON THIS 304OLLL PON SOL LATER THASIN ININGWAT go MCA" BEGARR W43-M SPACING AN, MULTIPLYING SPACING Dom ON ymmu or we FOUAWJC FACTORS I= TM *PIRATION TO AIR PM" I== WOW OBTAINING UM FACTOR SmALk ZOKMLI= MINIMUM SPACING R$CPWU MR EACH ANCHOR r4K AT 11�1!-- Itwo 1/4*6 1/4% #foam TMOR - WA&Aft - 0,11MI wallaw Pus o".. -- MI, Amomm woomm OIL) 3 1i 3 3 a i/T I . �� 3 3 3 i "Mw 11 w != 3 3 va - --S-'p-- ­6 ---- opm 11A q�m PPM9 POW . --- -.....-,­LVr - so - ---.. a yr - w--- r i­ a in- -I,- '. I - I 1�-- + woumm m- DISTANCE BETWEEN BOTTOM OF PANEL I -11 "". me 0 TO &L 11r [T [.[;-Im-. r 0-1­0 I + + Itagum WAS. QRSWEE wrwm wffm or -1LJ,3, 40 CD TO BE' 3/1W r7=1 -1 BUILDING (SCALE 1/2-11 STEMS --- ' -"'----L-' '' ­­ - 15.1 w (TOTAL *ON) - - - ­ - - . - I - - . ­­­ ­ - ­2.1117` , ­ ­. ,-- ­ : . ­ � , - m5w (CFq=K Wwm).- . - . I - 4- -.-....,- ,,6.L.: -.103- � ! ( ;,21'' 1 Vr- - . rom v --- ' Zm ; I 1+3DO -1 -/-;- F I I � - 0 T/4- (TYP.)- - - I.sw* .- I ,- '). t.250, ,- I s!ig, ­,� I 'S'. 11 I L 1 .374�- . '123' ' ,' to Amaj Is 0 ,/4' _ _Mto. � . . 41 of ;lr cc ,iar - . - , ;;% w Arantsto) I - . 1� 'illo 11 I . I 11 ." ..P. I " rk I I mmmus i EDGE DOW MIN, 7110 akwmz WED. STAMED ABU . . I , " I- . 11 W. ( , , � ,.� 3-vit, . 1.67i ,j)-i h ­% , TYR ' � ,M-- . - I >/�: ­ -�� I ,� . it.111, , . F� .." - , - A r - DIETAL A Go" n \�/ 41y I ­ - ----- .2W.2 . 2125* EDGE � ' - � - - �J - _ -] I- I. t- f � . .3 * - -- I - - :j , L- ",.---) .I - v I ­".) PYP.) 35501 a) STORM PMEL --1.3bO' - DETAIL A - I TAXI � ­ � I PANELS SNALL K onywo AM" FROM LIVE To BEAR W/ I/?- LED a END AT LAST $a or PANEL - 2�3417`- - -' (�) 'No HEADER (�) -I- TR= (�) AMU WTTN STUD �, - --- -, � PAWL V AND UP '1-1� "'' � . 7 7w I= -. I p AID. 0.024' (VIM.) CALVANM STEEL _ W1 WMVM _ MOE 1-1 ".1 1-1 � "W -j *0105* ". 0-270' I � "Aft 7, . ", - r MA" - I , �,,� - . - '6.2 "EWAM� � I ;Ip�l 0.2w j 1 - , - - I`00' 1 -07, 0 An' - U E " � . 1.8 ., 'LL, . " I 011-070111 I - 1 ..3113- .. f If 0.250"10 I 7- � 2SO'. - - 2.2511' -. -� : � -1-i MOMEM MIM DIETAIL � - I I - .�W. A .130 w, I I 2M"- PANEL . �Lfin-' -4� OR (YO I � ROUNDED CORNER 0 ENDS OF PWVS I - MI% .=* T - �, - i- 3.7 50" 072' I END UP W1 RENONED, MOE. --Z.Jlo- . - -1 2AW (wj S) I— �m, 067- -m 7;w :, VYF) , (�) KV H= WASHER 3105-MI54 ALUM, ALLEN 1, � I .1 r 1 5 -, I! . TV. BOTTOM tm or PAS& (�) KEY Hou Air PANEL .1 21' AM" - - -# , - -- i 2,iz4* - .7w- ­ 4 AT 31 . SEE SHEEIT 6 "O monKm 4ACAMM OF SLEEK LESSON 5 I 1'. : .got- . - ,.m. ti .375, (i) 4U FM 2 1 18" I MAX, LENGITH I - - .125' I . (TIP) ONLY 'ALM FOR OWALLA704 000 A "3r- WOOD STRUCTURES I 11 * - i � .1213' - ­25", --.-,- - I -2.000* - -- - 1 t.118 . - 0 21000' 1w I I (rm) : . , 2.Wo ­i I 1w � 3750 4w- (1) REV, -14- HEADER (�) "Ll" HMER t i . I - (") - ---- --- I* MIN. To S* US.. - � - --- ' g SLEEVE: I* OL - - 2.000* - ". I w.11-91M " (@ " AW ..' 'IFW " IN MAC (9 j K @ ANIEL HAN P .�74' ''r -41- - 3.000* 3i��­ , � � � �awl L- 0 V'p � .. '--�-- / � 1: -t ' ' t�i'i : (USE ONLY (I I /4- WIDE) FOR E-Z K" STORM PANEL I .sw I 1.871, I � Z , -I .062' - BO' .470" . 275' wim,17 . I- . I I r' - . -- 1. - - Z­( ON. I I': I ago 2. . 11 " -T� N. 0 11) 2 . 4. i�, In I "" S"YETAT) W63-16 &w. Aucy *' ' I ". - FLOM BUILDING CODE (Won High Velocity Hur I . No. 44167 '-. one Zone) I--- * * t' * * `NR`M` "S"'N" "` 24 GAGE GALVANIZED STEEL STORM PANEL 1 j m 1 - �, E�) 7", ___ I", -�. STATE OF "- I %.... '. T:. �- ~ or - 2.OW- - , ­ _ REE ._ _ . J. .- - L _,"-_ M. �_ %J. .. 'TATE 0* ARM _7 0 _ . _ I e IILIECO,,�, CLOUL PROTECTION PRODUCTSF U.c. "N"W"M - - @RUILO-OUT *r �m. BUILD -OUT *r TRACK @ Si (p) WASHIERIEEI (9 �7 " , � WNQNUT ��. NAAA- .. -M;.--.z %-=---,.-, 'Com's !"! .m Lw. 61 sww owit. 33314 PHM. (�)M Taw I'm ON)oo"?Ol 20-175 � I- 40"Pi 04,00"I" !" DNA" - TRACK ANGLE I (ZAMANC 3 ALLOY) "=4 I" I- AL I - -- . "I I - -1. FM9 . ;�K-; ; , I ! ! . I I ____________.,. _ I INSTALLATION INTO POURED DEMILS CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTERIlmn CONCRETE in CONCRETE ANCHORS (SEE SCHEDULE: ON "WIND W" -- Ur"n ==" 91N`SQ4 SHIM 9 rAROUG" 10) EIEIS� OR 1B.24CRIM � . vu-m 9 rmSoUGw 10i 0. W. REQUM. ­--". REQUIRED. , I , I 'll, ,-,J�Tffwe LEG LOCATION CONCRETE ANCHORS I �,,p, =WNIFE00ARTED KDARRE6, , .?I'. , 33 (Sm ScIm" I:*!- SHEETS 9 THROUGH i 2 0 . � � . t I .1 - V - -. f NITN WONP HEM, - - , r . 1�.Ilk� �1/4- I ;9*.,* qp -11 �- to % - , ,/. smumem TEN =w : * w* 54 .. an I A. W/ ALI, I 7- -­ 'MAX - ­ CONCIPICTIC ANCHORS - ,� ,,, A'�; I 11 I .. , .1 I � I � .1 "I" - 0 'I 'Ir ot: 1­1- ... I " I It , T (SEE SCF� , '" 3, - 'Ir - -- - - - - ... � ,,, , ,;. i ,;' i 1� SHIECTS 0 TNJZ 10) , - . I , ,,�-- ��' " , ", 0 I . I I - I - ?" 1 V. �, E. 0. : ! 1111M, I I : *L* , I I IT -, I � , A - IF I I I.- I ,o ", 11�1 �, . " � U. , I � 'I., I PANEL LENGTH =%d. I I 01 � 6 i'01111,11'1 1. I I � , . I (SEE SCHEDULE 7 . r1t, ON SHEET 3 I ! " � ! ­q) 1 � A min. SEPARATION (DI MR �� I . jn.a�,a AS EA I I I 11 I .-.!a �, . I . PSWEITS � " it .,,I, It I , ! W=41 %', I MLIENOTH TO QASN� (SIX go"" ON . 0-1-p $11, tow � SPACER E I , . - I IIA14EL ; SNEEI 3) ,IF I =FOR .� I'( , 'I' UIP. . m I "A- - 1, - - "., � = I. rI, I ". I i (SEE SCHEME IAXIO. ,_., , I PAN LENGTH I MIP, 1 11 SEPARATION I 1 ON Smw 3) I um4 . --I : I (SEEL SCHEDULE I �1 7 I ON S"CEIF 3) =.QA TO GLASS. - : - (D . I, I I I - IT !SEE SCHICOULL ON SPW 3) : . . ­.- r- -- - � � "m" z - � --- -,�, -- 1 1a) I - �, --.Ik-- ­ , - I I I a I - -11 OF V , "q '.'�,41",�",..,;�l MAX ','­�, " " '�,114 - - OF ILI " : MAX . .��, " ��,:*Aw�­, .. 'T , ; -- T IT ! - q) a � -, , , .. " , . ��.., . I ­;1-1 - , a fm �, , , �, ��,-�Af�,� "01 1 I '� box I : E.D ...... I : - �Is I i � SPACER - OF 'L ED '.�' � I '� - i I I III lr,l/%, mc. � : I I ;, - "ffr . ,, UD,,, "" , I MAN �11�-"'11, : I A N -- � �-... � I I I I I— I IF i�,-.- Q6 , cc I I ". '�"- ---=- I I I I� - � ------ I . ­A=�I­ ,,, COMCRM ANCHOTFS, , , '... �� I , , , , ,� , � - - ,Z41, - . ��: 9=WOUWI 7777��,��,:,�, ,:, (SEE SCHEDULE ON :�,, , ,," , �" ,�,:.',,' SNEETS 9 THROUGH III) '," � , �, EDGE OF WALL OR SW ..... �,� . . , 0 CONCRETE ANCHORS - I., �. ! i I .- . ". - - (SEZ SICHICOULE ON to)' � ;,092 1/11- LONG MAX. ALUMPRA SHIM 2 THROUGH ,-1. � ;;, acotmo siz 11 � (ALT. CONDITION) 1�. . . . . "' , , I I SPACE" 0 B 1/4- O.C. VAL13 FOR ALL AND PANEL I . , ��, : �,`- , - ,, - "'; w.1"C=.TCR`n DESIGN LOADS EXM704 POURED UDWKS PER SHEET 3, � . on COMITMETT BLOCK CONCRM ANCHORS - (sa Somin" C4 �'. " 1, �, " REOUIRED. � woumm .,f� :; MAN, LONG ALUMINUM SPACERS 0 - , - ­ smilm 2 TMROUOH 10) Eb, -- - OC. $141/2 ,(SEE TABU 01 014 CIS 9 a o') CEILING Al'i am MOUNTING . K.m,f BUILD-0ml , MOUNTING !E"p WALL MOUNTMG /QIKQ NgUNI W/SPACERS (MOB Q lm,p Im A. T z ...... . ...............r , . , , . .. . FLOM BUNLOING CODE (Mon Wah Velocity Hu Loan* Zone) - 9 .: . 03= ILUM AN: rp. 24 GINK GALVANIZED STEEL STOW PANEL O&M 10- E.D. -(EDOE DISTANCE SEE SCHEDULE ON NOTE FOR QQWAb&DQU_QF.3EGjM: TOP At BOTTOM MoUNTPNG5 CAN BE ! * *-, * I TIT - I J% STATE 0 ­ '--- , ... -1-1 �- '11" -- / 11 7LE C 0 ... � GILM& PROTECWN PRODIM, LLC. 74"N' VAL W L. $I S"W SHEETS 9 AT 10) COMBINED IN ANY WAY TO SUIT ANY V� V . .. .�LORID...-- -w Ili, -'��� MAN -ASP-TRIAL A. M14 1,r=­%PPM 20-175 INStALLATION. ;/bfNA;**** mwPI - on ­2 P.Ow- M4)00�-7M& PATI, M4)M-m - - ­ PIP R"MWAK4v omw I DATE , � IN, 0.0m.8 3E�Fl ME m M., I 0110 A. k. , ,441 , notock'r I I INSTALLATION - DETAILS FORIERIES 2000 & 1000 E-Z HANG STORM PANEL EXISTING WOOD STRUCTURES - . , ,,�--- � - I 1/4-. IX SOW" 0 k- OC. P/ I 0 - , , - � �, 11 . L -11.1 1 , ,/,I* W* nopm "wrowrIom I '. , , I = 2. . Scoo ,- I I 'i 1/4�* LAG SCREWS 0 41� Or W/ . " .- , ,/#-p Lm scam 0 r O�G W/ ­� ­. ­ .i� . , �. -,a C-vw .0110 -EAOFTI '. �� - - ( ..X ; 06MD , , * I I 1 /2' Min THREADED PrMtTIMTON 11 . ., I I -- I FIAT 0, ON EDGE 1 '12 Tw4A= "wr%LmN � . -- -to : --, I - mm 11 EXffTF4O AM ,CAM , m 1XISI'm ' I . , womm , , . ' ) ­0 ': ....... I � , , , 4 C-I #14.I' 5Mb. I � , i) I - ; . � I , . � _ . - - v a) I , � ;! ... I .... � i 41 � I ., r ---�@�, 0.4.1, S,WS, - �-j I C.. �1 " 4PNC �! , � , �, ---" � - � ) . - - - 4) f , , �, 5 , I �. / 'd a T a � I , LAO SCRENTS a 5' Oc W/ I � I , T . A C.-L 01.1* SINS, I , j � k I , I . m-1501JkI"T/=6 4 '44'. j I " �, ��, I .1, T , �1-11 � . 'I , E."', Ht"ITIM"ON I 0 OIL PC 0, AD , '12. " THREADED I f 4w 2 .00O MEAMP I � (SEE vrTAA In- a . I . , / " 11 j t Man 'A mm I VNNG KIT & MIASPIN all , §-� � , , , . - , I ftml) -I , ,� SEE OEEAN. 117. At JIMT` - POP RNIET #,.I^ LN's ., p I . T-i - V11- lk 4 C"11 , ; - - �9 -tI, "i TRAP IF PRIVAST, / 0 EA. END V C) � , , ,- 'i (To) IF EVEWIF (D , . -- I uo,l"',, 0 I , - I - (SEE DETAIL 1/24 Ar =;= . - I L­0 I z �- . KIM 1. BILDR " ) - - WWO Kviom ! ,i-",-. I 2 1/10. MIT. I V..-. - - - � -2�3/.' *11* : I � SEPARATOR I 2 1 11Z -Y :i 0 : tt� .- 10 QLASS, w ' - - J -r- - � 'N I ,- 1, . , ..3137- - ­­�(n- 5 TO GLASS i .. is* cc - . iO St EVE" OWRLAP 2 1/5 M,, � - 16 - ,� INTIFF .y4..,, g ­-f , SEPARPI"- 11 1^'040.3/4' - W OLASSL ,/.,-20. .1 ,-�l 4 - --� i 2 9/16 . - , I. Am 1661, 9 - 3EAAAMrION - us�� L9 =W!, 71 , tj - 9 I � 10 r1mm r,m ovu4AP i I - ­ ­-- I I 9 # IM"r, oM"LAP I � i --- I I � � -A- -­L - I ,,, I 41 i - ji I i [ *. I I :t . I . I 1 §1 --JL.- - - cc g M ., I --L , i , - - , - I , I i I �� I 11 I ;- i 1; �, i � '^ L I -j !I -, -,.. ,, ; "� I i � 11 :1 i . � - , I., I I I 1�� , , . i i I 3 CIP't I I I j IPS - � - �. , . I �u iz�, � §1 I r. @- 1 1 If I I a [-, I I � . , � 11 1 7� 2 1 - .1 I -1 . . - - � a 13' O.0 --\ 1 .1 if ;- , I I -- I . (2-.3- ..) i -I , 11 -: -Z 1 � I k-I 21- I i , .. �-�� n - -1 . S m &-N . , ;! IL�-=.­A­- , 9:11*.- , I ': 4 8 ." *y / 117 -- --- � � - 1; f Nwt IA oftow) - LU )/P* M, TAREADIM, cld­-�-.-, a 4 - - ­ , porwKwe 12 '12. at - :6, 1 , I ., , i 'I.-*.LAO Sir 0 A, at, IN ., 1 ,. 1 �7-/,-. lk V I *o- mi.v" L , Mw r � i S4 I I INRIII Y, , I 21--- �, ,2 w - "If. , %,kLt - ' M4 . V IF I ,H - - "O." - elM FLAT OR ON EM . % . , , ,. me"% IN � ,., - I ,/.-..3/w NOTE 10 0011O.) . - � � :4:�j.r,;.N,..,./ , U- W., K �10 G - , I 11MIA12iffig 217 ,51 I 001) . �1 _LAC , I - � ; /.'..LAc Sc "So . 11 4 '! I w m M '� ... " M. = ASAV LM � -I- . - - III 0, Imt, 0 =-%- ; w;.V - � I I . W1421* " A AM 2 ' 0 W$Dww. OF PLATE I , FLAT OR ON tm I - *01 -OW REGUftD 1 , RA' an ON th"' "it � i $CA" 1/4". I' - -WLA,t2Kolo" I FIAT - . h - � I ALTER , , � IRAL Imr SCALE 1/4"-I" , � � �� , �. - ­. - .­­­ bm" n_0R I -11 Al= � . BRUE-­ R ALTERNATIVE Vw , -1, I WALLATONSMEaKIVAMFORWKDO"*Ir.A.So (XS*H,QADS I , - am � *�- 6110411 -f SCALE �/4-�J- "NALIERHAI&E-1-V UP TO +ff 0. - 75 3 pef WID ."U's LEWIM UP TO 57-10* ,- ", , - Ill, -�� 2 ED* NEW WOW FRAME CokSTFUC WJW MERGERS To OR SCAF.ERN �Ir '#� ilpIp, y � 'nom , ,, , I , .- 0 # -..; ........ SCALE 114 PINE SPECIFIC 1.0- ' I W�. 4 W. I *I Domm OF 0.55 On EOUAL . - .. � .. - jF:w --,,L\CENSe - I .. S .1 - FLORIDA BUILDING CODE (Nigh Velocity HUr ca- Zone) 110111.341; . E : No. 4, 1 57 '- I cAm mnco. � '. FOP ! , .1 A� TIT c: 20 GAGE GALVANIZED STEEL STORM PANEL " "'We"MM'S F' F`Stp % *,. I . I'ANP, -M A am, I N307:R' I SEE SM I swo ON, :r ".r. --1 - Iwo D"01 1�-�� MLIWTI; .1 ISIDET 2 ON' � -,", SIAT OF( i ­ �f-� -:> %�P% ---- GLOUL PROTECTION PRODUCTS, U.C. w"N"A"a AUXEIAM TOP! 1QUIt .f( 0 , NATO .-h b, WRITE WA 4mm,� inw-uld-ift O.W. U31. ::= :Cm: 97T 1 ,� 's COMBINED N ANI ..... !W. - - - Fww nammem-Y&q., r. ($")Pw�"7 20-176 I" �� I ,. I =."1-11- ""'Q41, ", - - ;k I PAY TO Sul AN, WN.LATION so" 1/4 . I' - Ir-ow -.1 ..- I- OAHAN; . HOT !!�= I . .TTITP TWITS !"'i -I-" s�4m 1�1`QAPI-"71: 111191�. IL , .111, --- -- -- - -- =Ark - -+ ! I z L 1 - 9"M7 A Of so .- I I mr-TV71717rdw: �. Z'-11JI[.p L':.I';" " ` � I MAXIMUM PANEL LENGTH 'L+" OR 'L-" (".) 0 MAXIMUM AS-O DESIGN PROMM RATING (P...0 0 IN, -) CORICRM AT WOW mWAULATIONS T ­ -I- LP, 11 jGLO -- - ­ Ir-ow - I r-r ­­�n-a­­ Jag -1. w-Ar' ­ - to'-s' . ­ ��a - ?a*- to' fo'­a, ­ - 40a "I.-,. ol-'. 410 v-6, - r-91 - I- - -,-- soi - SAID ­-a;--t-- @.-r --r-4-,- a-- ­ - ---- - !��, -- -- oft a - ­!�­S' 8-4-- - - -F 4; I ­�-.f � r-4- ­je:o -- ­- 0 j'IiW­ Wo - 710 ?1-51 o'-so" -, am@ p'-s' i=--pF ELI? -F-i; ­ 4r--S:' � � " ­ Sao ­ S.-r ­­�- 6 -2�- - - " 0 ­­-­ Taiv- FIRED ­ -, 01-11* -i:-;- i;--r- " 61-01 ----F�,.- -V-'iF-- - f folo - -1 ­ -- S,-7, -3,-,;!-- ISO i - I-, I ms - 1 ,2zj =&L.PAKI I Cl) � At regm no wam rams I 7 - a & ga MTED AT EACH EN MAXIMUM PANEL LENGTH "L+* OR "L-* (ft.) 0 44xmw ASA ULANANS PRESSURE R411M (p,.t.) I* ., -) COKRETE AT WOW MTOLLAT04 t I I --- ­ 210 ft--to, 11�?, - Jmo If* -Or I*'-?, JSo to* -?a, ­ It'-fl dAO 0*-O* 01-11 - 4&0 Sao -!�-11:- e.-Y. ---!�-.�:- 0.-2. - 56.0 -- - --- WO -- ---- -i--i; - -- -,;--r -- ' r-S, - ­-�1-0--­ MO -J!Ii-�7- - I'-!:- ;�-S- --;�:T , . - - -�L-K­ 0--to -0�:��- -- - - - - - - IT r-we 01-61 .wi.-.-- -­­ 90+0 ­-i .�;; -- +-I--- 01-91 0.-3* ­ --- .-,. -- -jj-1­­-­ 0 -- o--r,-- --i-j" ­.:T-:,Lq. JI,-7.-­ ---T0m;-­-- - `iv-1O.----. Ft" ­­­­­­--- - 110.0 - I;--.-.,.-.- '.6 .--�C-_r- - - --ife. -- W-1, --- 4,- to" WMW SUIAPATION TO CLASS SCHMILE MAXIMUM PA-41 UNGTHI - WIND SPEED 4 ,70 ,".m _ Woo Spm > 170 mo-A (I,) UNRESTRAINED - I ROMWJW ��- ' 30 on LESS 1. I I' 11, I 9 1/4- - �m FIT go '. '. 7 1/2, 7 I/I' .90 To 1.5 1. -- -- - -- I -- I . - - ---. I I/2- I I y? * mu; '. '. I - i 7 /2. LdINHAILMAI PANEL LENWH (InI FOR A GIVEN UOLINTINa CONOITION ----- , - - --- - - W�Tyom 1,01, � � I omy MOUNT 1. HAVIE01 .U. "" 1.51m S" STUD I "r TBAOX Ww-wl r IRA" ANGLE am IvAlt-out '. ,,, = I - DIRECT WOW 1. Jv . U. I ."I --a 1. 1. 1. .6 I.5`X1.b* STUD ANGLE 35' ­ 1. M* I W* - - 42" - so. 1. a Ir TUCK 55 . 1. 32, I 12- 67* , AND. So. I I I . 32' 1 3r - low - M* Ur I t��-%%U�TKACK 1 50' 1 w, � ss* - I se- -4 , ma, i so, w 1/4, 5/4, 4/5. 5/5 & 6/5 2/4 IWIG. 2W/G. JW/7 & 4W/7 _3* MAY ANCHORS (SEE SCHMULE ON I I � I - _3' MAE , 7 ­ SHEETS 9, I* ATI I) mw-- I' ANN � I � I ". ..0 I 6 I a -1 0 0 1 D.M..O. 01 G) I-- F I I- -I -- -7 - - .- f- i - � -r- - r- T ? ' ' 7. - -� - -T - r'- 7 -1 - T -r - 1, -­ - . I T--I ­ dr-L I - . I ; (A). @ - I 0 -T 1 ] i 1 1 1 1 1 1 � I E! I - T-- - -` . � I I I. T1 I . - � 1. �,'� . , I., I ­­ LJ .- , -- r-r- ­ '--I - - ,- -- - - -] ­ ­ - - , � .1 1. I I .- I I - I ""IJ;V _ _� I � I I L, I I 11 I -1 it' I I I __� '' ! I I I - I 4- - - ;1 I IUNBOLTED PAKILS I I . I M -. ;MWD (SEE SECTIONS AS 1 I 4. P`�- .i/d-.-.­g,.LAP� I . , , I - U'S DOLT ' I I APPLICABLE) 1 I + S SFCTIOMS AS APPLICABLE) ; 19", . I I I I . ! I 1, I I i , , . 1 I I I , - I I � I ! 11 I Irl."I , I i I i i ! I � I I L I j I ; :I � , , 1 1 I I i - � i I I i , i , i , 8 1 1 1 1 1 1 . I , I I I I i ; ] +! D.M.10. @, LI, . - ; I � I - - - - - I , - - � - . : ­ I & . . I I L - - 2 , � I 141 I. � -:i� . i�, I - I - @ or 9 � r MAN .� .- - 3. MAN � - I* MIN I 4 NNH. 1 2/4 1/4, 3/4. 4/5. 5/5 6/5 ' � 1* [*IWI5. ZW/5, 3W/7 & 4W/7 - . I I ANCHORS (SEE SCAUIULE ON SK"S 0, 10 411) I ­ L In ELEVATION ,/A- MAP, GAP LU7* N.T.S. (UK OWIDLAP -1 ANGLE VILLM - . F ­­L­1 J. 7-- ­i A GAP = I - - -T-(--,) SEf,TION A -A 01 N.T.S. U(1) L+' MAXIMUM AUOWM PIANO, UW" MR A OWN P=M &S.D. DOM LOAD. L-: MAN. ALLOWAIRE PAM LENGTH MR A ONDM NIGATAN ASO. DESIGN LCAD. (2) PROCOUN TO WMUW MARIAN PANEL UOMMI GwEm A POSAft ASA DESIGN LAND DIETrIAMME MkU" PANEL LENGTH *LL.* FROM SCHEDULE. GUAM A �K LSOL DESIGN LOAD. DM"k" MAXIMUM AWft UNION %� INN SCHEDULL fwk WAMM ALLOWW PANEL aw" is loum To THE NIABBATAT wrmw" PAM uglar" KTI"N A.* AM %-'� M SU $DOME $no* FOR 1014. PANEL UMN FOR POROSITY OUALIFICATION IT=r--T-m PRO to= AM Umm TO I 95 P..J MAX A.". OEM PRESSURE RATING is FL.ONIOA : " am rkxm.c * : .44167 - I : Ily, . - -` , 11LIFECO..7 * I %. TATE Op -7:7t-��-:--� I . �� I . Z. . ... ORION.; �71 I * =�- . -A , .", IZAVAR-Tarr" -I, -1 .... - .4;0171� . 24 GAGE GALVANW STEEL STORM PANEL V.P. DWM w , M& PROTECTION PRODUCTS, U.C. '.., Wma w 61 slow IMMIL FT- 3331- PHONE; petymmv-76w FAIL amminim-irm 20-175 .1 - I - 14-1 imimm5iP I - "AMPAN" - I I .. ' 1 j - � A ar's Fm9 ; - INSTALLABON DETAILS FOR REGULAR PANEL (I L INTO WOOD STRUCTURES - -1. - ---- -- 1 - . ---, I I - , "' � � � ��­ ,� - , - - t - - -1 ­ - I Mi . . . . . . I . � I I I 11 I �� W.- ­01 ­ ----7�` i � i� . " , I I !�, I --- , TO GLASS. I I I . (SIX SCHEDULE �;i IM"m'. 1 I . ON . . I I - . , , I Swu 3) 1 1 SHEET I I) '. �h (4) Q ;�.,A,',- 044 1 ;.-.B�q P � 1 I " 1 1. 1 1 I i � , ., . �! - �-- L­- ­ - -'A - 2 - �� - . - I , . I � � , I I - , =%rl-n Lj!� "I ,�, 'I � . ,.,� I I : k I . I � 1:i - *L, IASI, ',* % , I I'll � I I ;�� -1- ---------, PANEL LENGTH - , �� �L - 4) WOOD ANCHORS , =1 "'i I W SCHEDULE ��2w' "-- , , � ' � ) � ­ .'-- .ti I - I , L (SEE SCHEDULE ON- - - ­­ )N SKEET I FOR �1- ..", I i; -0 �� . 1 1/4* 1 �-­ -- I SHEET 11) , SPACER " , � ­ '.1 40 ­� MAN. .: INIX 810106 ..IV-" Tm- "It; I - SPAM : -) " . I I - - -AT or IT." ;;1. 1, I I I .1 � q � I I � t i I 1� LENGTH I - wx I I , I WOOD HEADER .� - " � : ED I -� 1* ; 2 : I I REQUIRED ',r' I , � - . I .1. - 1� � I I � MI. � �';� - I ­. I . I __,_::: I 4 I I 'I, I , i : L CI) L ED - I I � 1 , L I i -.1 I � I I . - . 11 I -�- . ; I ; � I , 1 -- - _U'Ll �' I L I I ­@ I "� 00 2 ALUMINUM iAAC65 i 12 1/7 ... A I i � I ix ME I a ON SHEET 'I L) I Idw I . I NOTE . "I FOR UNSTATIONS FOR - -(I) � I A SEPARATE" i IV MAS, 0 : 1, MAN, : I , I I'll SLU.VES i �:: 1 Is' LONG PANEL LENG114 ' : ' r-( 10 GLASS - I PANEL LENGTH A i Skv SCHEDU11 WAEM" "Ll I '� ij (SET: ,� I (Sur scHmu I . I � ON ww 3) 1 1 ON SHEET 3) - AVIft MATIL FEMALE ID OR PANEL KATE ON SAW 3) 4 I � A I �, I � � ftUS (SU SCHEDULE ON SHEET I 1) A "' # ] I - A 1� I ..-.��- A W. ! .. .�. :1, . ". I � I I - . I . , =10= A SEPIARAINDN I ,-., EXISTING 1 2',4* WOOD . EX*Tw*-A - L -2 To=. 1 L � GLASS - PLATE REQUIRED GLASS I I I ( I r Sa - -�i) SKEET 3) A I ON : DIRECT MOUNT W/ SUPER ib I I L­ - � A * I - I � 4 - , r, L' : ALTERNATIVE MI I I SCALE 318.1, : -10 -FILW77L : - 14 11 I . , . L--.-Jl . I 0 12 1/2. O.C, SEE TABLE SHEET 11 FOR MAX, PANEL LENGIMS & MAX XJIGON . � - DESIGN LCIADS FOR THIS INSTALLATION. I : Or IL .1 - I ­` � I I : - - MAX. @ 4 � : � i , " � -- = - � '' 48-��- . 1 A I 77 - : 9 12 112. 0 C , 1, , , . I I I 11 - � --­.­---------------- --­1 E6 . ,."7 . ,, - FLIT ! .. . � I WOW ANCHORS jI - - --mompumils U L. I I I � 4� - i ** NM. ; v I I --- I I "L. L. ­ I . I I STAGGEREID W/ SIUD t .. . -:--i--� - ��; 1. �;: (SDC SOMMULE ON IFOW 8A UP, a I ,/a- Las W. � I !; ­ ---- ­­­ ---- ­ - I . . , I � SHEEI I 1) (1) ox&"A"= 5 m A ONE Whom PALO"* Ow Ir-O' I VAN MUM WODY AM 4 *A= I I ,.,. v"m i I . . � 001�� ON 'art" kEONAkb DAMB "a" I IW:C:J� I,) ' PLATE i : �1 �J­ L'ro ,4=*MS . ! , I i SF/ 'I.. I * MIN REASTATTIA To FRATER U=jq I j j !�� . �," 1-'J-. L U . 4 U 4 , � =MTEg I 'A Amomme am new commoman 04 vwft Mo romm" 0 OR I =W1EY ,,' - f A AS SHR ;W&Zr=/4 i ­ � : (SEE SCHEDULE ON ARE 1. ---- - - . : $K%L w omm MAOAM 0 4 tle at � ;MsioAlgs;r , ii� OWAUM Oft . I A VcTm nm - I SKEET , 1) 12 1117 04, OFAMM &IWO 09 I � I ; � � ��! I Swwr 0 � L I , 1 , � � (I) WAIMEA! AMD OMM MINIMUM . SAIRSIS a '8% -0 P'tL 1 (31 NAA 24 AM PANEL LEARN 15 IWO 70 "' AT ANY OPENING :j --� L I 15 A W.I. FROM IIWM PANEL IDOM . IN 'I, - - , " I I ­, L. MIS (1) *Vow $raw PA0011, LOW" 4 WALL MOMM a MOUNT SCHEDULE. SKEET 11). I 7L. ALTERNATIVE 2W (4)1 Ilr OWN, WAM OWWR IRA MOLL K Al NOMM ON I (.1) IMM FARM SOMUAM IS OULT I so 6 11! I I OM AN COOM WOOD FRAME WALL SCALE 3/11-1" mv IT VARALLO"of ', Y.r I" V.m 44 as ME, I rhm,11w : j IMUD TO STUD SISTER 1. TRESTS 3 SIT OVER19D ff ON SCALE, 1,11". (4) ostulAum IMUG ONLY MR we I 9-Min Mom am 1w IF* torwo OF "a "I~ , . OJLDM am � I 200 1. 2 & 3 AM AM A I Hob�& I -- - ---.-----.--.- j A. :_____­____­___-----­! .... .............. a=. .. , %�CEAI ... .. FLORIDA BUILDING CODE (Non High Velocity HUE catme za".111 NATION OF SE : I INSTALLATION ARE ONLY VALID FOR MAX. A.S.0 SIT : No. 44167 `1 I - ftwax -1 24 GAGE GALVANIZEO STEEL STORM PANEL P, DESIGN PRESSURE RATING (p.a.f) AND PANEL LENGTHS : ormh w, , :* TOP & BOTTOM MOUNTING'S CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . * COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 1'. STATE OP;:::- ' I GLOIAL PROTECTIONPRODUCts, Lm '"I""W" "' ' - IL ECOtme. ON. jNSIALLATiON ANSI s. a TRASSET - ..IORIO IMMIL Ft- in ep.iw ---Wr.o , 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD lootel-I )RII-nme. =(M)IM-Nmr, 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC NZ i; ***' - -- CAIMMIS - . .mw- MR, OR"" " I DENSITY Of 0.55 ON EGUAL MALM A AL 1 i 1 I r k,mlp ;, I -I-,. 011q, -0 , it , 11 "A am a OF so � , I I (C) m ... ...... - MSMAPA�NCLSHOWNOIOM !GMIKONT 79 AAZ��� (P E 0.) HAS BEEN VERIFIED FOR COMPLIANCE * ACCORDANCE . I TAPCOM ANCHOR& AS M"WAC11IRM 04�1'wmmleuluxxl INC WITH THE MO (7th EDITION) Of THE FLORIDA BUILDING CODE " SIORII PAMM SNAIL NOT ISE INSTALL" AT WIN . # 14_1 0 PWUdA1E FEMALE 0 AND PARELMATE PLUS WMORS, AS MANUFACTURED ill ELCO CONSTRUCTION PRODUCT%. VEUDCIrY HURRICANE MAIN (MMM-OADE / BROWARD COUNTIES). - 1/4'0 LAG SCRCW& PER KID S DESIGN ININD LOSADS SHALL BE DITE"INED AS PER SECTION 9609 Or THE ADM MENTIONED CODE FOP A BASIC WIND - 7/16'0 . 5/8' WOOD 91,1940K, AS OTSTRIBUTED BY AU POW KREW. BOLT a SKCIALFT CO, &MO AS REQUIRED BY tHL AMMISDIC74001 WHERE STORM PANEI WILt ATE INSTALLED. *MO FOR A DIRECTONILM FACTOR KO�O Its. USM AWE 7- IS AM SMALL 40 EXCEED THE M&KINIUM (AS D) DESIGN PRIMATE RUINGS INDICATED ON SHEETS C I) MINIMUM THREADO) PENETRATION INTO WOW OF TAPCON ANCHORS SHALI THE 1 1/2' AND W' FOR ILCO PANELAIATE PLUS 3. # THIN 12 A 17, Is AND PANIELMALE FEMALE So IN ORDER TO VERM THE AW4 "AIDNITION, ULnMATE DESIGN WR40 LOWS DEMMNED PER ASCE 7-14 SMALL BE FIRST REDUCED 10 ASO DESM PRESSURE RAIM BY #AArft'MNG THEM By 06 IN ORDER TO COMPARIC 741CITE W/ MAN (ASD) 172) MININIUM THREADED PDOETRADON OF LAG SCREW. INTO THE WOOD F1%AmE uwt SMALL K 1 1/2' NO 11,01111ADED DCSICM PRICSSVRIE RILTINCS INDICATED ON SHEETS 3. 9 rMRU i2 A 17. 10 PIENETRADON INTO STUCCO SMALL K CONSIDERED AS PAM OF T4C RCOUM THREADED PENrTRATION IN GAGE TO VERIFY THAI WHORS ON THIS P.M. AS TESTED WERE NOT OVER STRESSED, A JJJI INCREASE IN AUOWAUL :ORI STRESS WINO LOADS WAS I= USED IN THEIR AFUIkYStS FASTENERS SPAC04 TO WOOD HAS BEEN OETIFIRMINACO IN us) m"wm EDGE DISTANCE or LAG SCREWS. INTO 110000 $HALL BE AS ITMICATED IN THIS DRAWING ACCORDANCE WITH N.D.S. 2018 STORM PANEL S ADEQUACv FOR IMPACT AND WOO RESISTANCE HAS BEEN VDITTIM IN ACCORDANCE WITH SECTION 1 We, 11 OF CA) WWAUM KNETRA OF WOOD GUSHING SMALL BE 5/6' 1/4- 0-20 SCREWS USED SHAtl K I 1/7- Low MINIMUM THE ABOVE MIENIFONED CODE AS PER AMMCAK TEST LOS OF SOUTF1 FLORIDA KPORM #0014,01-01 ANO 10211102-09, AS SHOULD STUCCO Mt, AND I* MINIMUM FOR WALLS WITH NO STUCCO. 1 2-09 & AM E 330-02 STANDARDS. AMU AMERICAN 71VM LAM SOUTH FLORIDA REPORT 0112301-10 AS PER C.5) DS AND TAS-203 PIROTOCOLS. AND AS PEW CALCULATIONS PCFFFORMIED IN ACCORDANCE IS/ SEC" 1604 or THE IN CASE THAT PRECAST =04, OR PRD:W CONCAVE PANELS. STWOOD OR WOOD BOAR BE FOUND ON THE EXISTING ;AS-s' LORIOA MAILDIFIC COM IFALL, ANCHORS SHAa ARE LOWG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS NENUONCO IN C I), C 2) 4; C.4) 2 ALL ALUMINUM 1EXTRUICKS TO IV. WO-16 ALLOY AW TEMPER (UNLESS OTHEAWSF NOTED) SEC IIHICIFT 2 (0) ANCHORS SMALL Ilk INSIAILED FOLLOWING ALL OF THI RECOMMENDATIONS AND SPECIFPGAI)ONS OF THE ANCHOR'S MANUFACTURIR. 3 &I& ALUMINUM SHM MITAt USID AT rLOSURES SRA,L HAVE 310-M14 ALLOY 8 PANELS MAY ALM K INSTAU0 4ORIZONITALLY FOLLOWING ANSTAULATION DETAILS SHOWN ON SECTION I THROUGH 6 (S"EVIS A 4 AL. STUEL WEI METAL PANELS SHIM-L HAVE STRUCTURAL OLIALMY SIM. ASIM A-053 GRAM 80 MINIMUM, G-W GALVANIZED IMPOUGH 5) EXCEPT THAT HEACC." (Z & (D StUILL NOT BE USrD. S12 DESIGNATION W/fy- 22 2 No (ArIER ROHLED). 9 It SKki. Or " RESPONVIOUTY OF THE COARRACTOR TO VCR" THE SOUNDNESS or TK STRUCTURE WHCRE SAMER IS. TO BE 5 ALL SCREWS TO Of STAMESS SITIEL 3014 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER GIN ATTACHED M INSURIE PROPER ANCHORAGE. THIS SHUTTEP SHALL ONLY ATE ATTACHED TO CONCRrTE. INLOCK OR WOOD FRAME 0.111,001m. 50018 III 50 kmi YIELD STRENCIM AMD 90 kiP TENSN1 STRENGTH AND SMAU. COMPLY AT/ fIDRIDA BUILDING C*DE %CION 241133.4 10 EACH REGULAR =111110 PANEL WITI LENGTHS QVCR W. AS PER SECTIONS 1, 7, 4. S. IS MO ALTERMATWS IN ' 3W &4W ON SM" A. S. 6 A 7 AWSPECTNELV: SHALL HAVE A U[CW AND READILY VISIBLE MAWNG INSTRUCTING OWNER ON TENANT TO DOLTS TO K ASTIA A - 307 GALVANIZED STM, OR AM XIA SERIES 57AINEX55 SIM WEEK M hu MMAQV STREPAith a YICLO - SECURE PANELS WITH APPLICABLE WNFORCEMEW DURING, PERM Or tWARICANC WARNING I ANCHORS 10 WALL 94AU BE AS FOLLOWS 11 tMf INSTALLATION CONTRACTOR IS TO SEAL/CALAY, ALL SHUTTER COMPONENT EMS WIHCH REMAP4 IN CONTINUOUS CONTAO WITH THE RYUM TO PREVENT WIMIG/FUUN INIMUSION (A) miawm-POURM - 1/4'0 TAPCON ANCHORS AS MM"hCT~ ITY IT,* GUILDEN. INC, Thin V-sM p I.,) 12 STORM PONIC. INSIALLATION SMALL COMPLY IWIM SPECS ThANCATED IN tMr. DRAWING PLUS ANY BVWING AND ZONINa REGULATION -A - PROMED, BY THE JUMPSGICTION WHERE PERMIT IS APPOED TO, :/4* 0 - ?/9' CALX-4A4 ANCHIM, AS MANUVACTURED By OETNAII INC - /41'11t�: 3/4' SOLD -SET ANCHEIRS, AS DfSTr49U7M BY ALI SONY SCIFEW, BOLT A SPECLALFY CO (111� -Y.Vo P'...) Is (a) THIS PRODUCII EVALUATION DOCUMENT (PE-D.? PREPARED BY tMTS CNIGIN, "A IS GENERIC AND DOM HOT PROVIDE INrOFtNAt`OM . 0,4- 'a PANELMATr FEmALf 0 III PANCLUkTIE PLUS ANCHORS. AS M~ACfURED BY ELCO COWURUCTION PRODUCTS. FOR A SITE SPECIFIC PRWCCT. .e. WHERE THE SAn CONDITIONS DEVIATE FROM THE PED - 1/4"S 1AJAAC WAIN WHOM AS MANUFACTURED BY DEWALT. *C (b) COMTRACiost To BE RICS-CUSAILE FOR THE STIrCtION. PURCHASE AND MIALLATTIGN, ENCLugm UIT SWETY or THIS PRODUCT 1) SW.O ON IRS PEG PROMO HC/SM[ ODES NOT OnAAIE FROM THE CONDITIONS DETAILED, DR INS DOCUMENT A MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL K 1 3/4'� 2" MR ELCO PANELMIAtE AND CONSTRUCT" SAFETY 47 $a 5 THE 00WRACTOR'S 41ESPOSISOUTY I .,/A' FOR ZAMAC NAIUIN ANC4001S, (C) THIS PRODUCT EWLMVION DOCUMENT *U BE COVISADCRITI INVALID If MOINFIED A.2) CAUN-IN AT SOUD-SE7 ANCHORS SMALL BE EMBEDDED 716- INTO OfE POURED CONCRETE NO EMaEOMENT "To SIUM SMALL 13E PERMITTED, 1/4' *-20 SCREWS UM SMALL BE I I/Z" LONG MINIMUM $MO= VVCCQ EXIS!, (6) SITE SPECIFIC PAUUECTS SMALL BE PREPARED BY A FIORITO, REGISTERED ENGINEER 00 ARCHIFTECt WHICH WILL BECOME THE AND I? MINIMUM FOR WSLIS "Tit No STUPCCAO. AND MAY et HEADED SCRM OR ALL THR[AGED SCREIVS */O HEAD. ENOWER OF RECCRO (E 0 R ) FOR THE PROJkCT ARD WHO WILL BE RESPONSIBLE FOR IkE OLIT WITH WINC MUTS PROPER USE OF THIE P ED ENGINEER OF RECORD. ACTING AS A OELEXAM ENGINEER to 101 P.E.D. ENGINEER, SkV.L SUBMIT 10 �HTS tArrEA YWE SITE SFTCV0C DRAWINGS FOR W.vww A.3) IN CASE THAT PRECAST $TONE, PRECAST CONCRETE PANELS, PAVm, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL OF LONG EPSOM- TO REACH EMT! MAN SMCTI.IRF BEHIND SUCH PAR" IS) 7"15 PEA SKAU. " THE LATE AND ORIGINAL SEAL AM 99MAILIRE, Or THE PROFESSIONAL ANCHORAM SMALL I* AS UEKnOWU IN & 1) AND IN A2) ENGINEUT OF RECORD IKAT PREPARELD IT (a) TO JDWNC flUTICREM.-MUOUL111" Awv�-gzjg 14. SHUTTER MANUFACTURER'S IAAEL 24ALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM : TAKION AMCMn AS MANUFACtURED 111Y � I W BUALDE1. INC. PANEL SNUTTER 04 ACCORDANCE WITH SECTION 1109-9.2 Or FLORIDA BUILDING CODE ONE LABEL - 1/4 SMALL ARE PLACED FOR EVENT OPENSOD LABELING TO COMPLY WITH SECTION 1701111I.3 OF THE , - /4: . 1/5' CALK-44 ANITHOWS, AS MAMUFACrUKC BY DEVIAL1. INC FLORIDA 8UP.DIMr CODE - 1/4'0 X 3/4' SOLSE-SET ANCHORS. AS DISTRLRUTM BY ALL POPET SCIOEW. BOLT A SPECIALTY CO " Al - 014-10 PANELMIATE FICNALE to AND PANELMATIC PLUS ANCMOAS, AS MANUFACTURCIT I" FLED CONSTWMTION P 'Illuld - "' ' A. - 1/4- 0 ZAMK NAIUN ANCHORS. AS M"FACTURED FF DCWAU. INC 'It" �; ... I "� ' 1. .. ' ... . . . . '-� . - . 91) MIMIA;M EMEROMM OF tAPCON ANCHORS. ELCO PANTELMATIES AND ZAMAC WAN ANCHOR. INTO THE . �� . t,NCEN .. FLORIDA BUILDING CODE (Man High Velocity Nww can* zo") . SLOCP UNIT SMALL BE 1 114- - . 4-*14%. .1 * .Mo ALIVA). ft - 92) CALK -IN & SOLID -SET ANCHORS SHIALL BE DMODFO 7/9' INTO THE COWRETE BILOC" UNIET. NO %,44 7 '. 24 GAGE GALVAAM VEEL STOMA PANEL 01MAN wf t � - STUCCO SMALL K PORIFTIED� 1/4- S­20 SCREWS USED SMALL ARE 1 1/2- LONG M(NNOM SmOVLO 40 F)OST. TIT, --- � , AND I' MINIMUM FOP WALLS WITH NO STUCCO. I inam Pwwmw PRwUm, U.C. STATE ­1 .. MIL � IL Ecom, zm -"`/"`U""- , , . `400 A. 21 S1Iw , FOU ... ... ** 0,3) IN CASE THAI PRECAST STONE. 00 PRECAST CONCRETE PANM, STUCCO OR WOCID BOARDS BE A�Oql I . , - j-7%rU= "MINK)STAT. 20-175 :Iks,.�� 0051114C *ALL ANCHORS $KILL ATE LOW, ENOUG" 10 REACH THE MAIN STAUCILSK BEHIND SOON p I - a" - z - - WINANS . ANCHDRACE SHOLL BE AS MENTIONED IN 8.1) AND IN 52) �4 --I MI. 15139 ,% - - -uw,,,w, - . %::� 7-T-L.- 1 INT.- 1-1 INEFFISE16 I I INSTALLATION INTO POURED ,--r.1"II =71r"T" DETAILS FOR REGULAR PANELCI) CONCRETE OR CONCRETE BLOQK CONCAM ,. . v"C0mQ,:=OCx STRUCTURES ;:� , Rroth"r, .1, MMMM. CONCRETE ANCHORS 'r' CONCRETE APICKORS -- ON (SEE SCHEDULE ON a SHEETS 9 rft%OUr" lo� ­02 (SEC SCHEDULE SKM 9 TNR*WU04 10) � - (�), EXISTING POURED CONCRM OR -- -.I I I I' , Co"Com kopm MON= . .03 "' - a . I- 11/4* I f . ­' Q6 St .�, . : . I �� ,'��, ; �� .;J;� - - , - -­ - CONCRETE ANCHORS ­'.,.�� -1 L " I I (SCE SCHEDULE ON Lr �� [I-. Do �-,,. - - . . . . . .. ; . SNOETS 0 1140OUGH , ,� ,,­,,� ` pp- t ,'I i , , , , , , , . . . . . , ­� ,.��, �'. p " : , . I I (of : I 4- ,�, ,:",".." , . ­ -, -, W2�.,,"-­- I ! , 40""- , : - 10 I � 1 T I I (1) I I I i I : [ I- - . ­­ -iW - -- - - %A--- -- A i- V.-.Z�. 0 I.... � 11 - - �&­­,. ­­ L­- � �� IT � 2, . �jr ; i EA : I , : .g', I SEPARATION F -- CLASS , : a" r SEPARATION � I " � lum FOR vomm. - 4 TO ' Lam vm r-er)i i I "', :-��J, .�, FIT (SEm1E SCHEME =-- � t 11 M- (SEE OULF It ;F3.), � � , : ON SHM 3) 4 PANEL LENGTH ON I I � I I : (SEE SCHEME I ON SHEET 3) 0 I I 1 It, M- IMIT, SEPARATION 1, mw GLA3S I LENGTH FANIF1 LEM97M A(S"10SCMEMI: - CONCRrr[: ANC*IM I I ,,A - (SCE SCMED= ON I L : I IT 11, I I ON ;OHCDJLC ISCE SCHEDULE : (;rt ON SKEET 3) ' J� ­' - WIFE 3) : I '�- SHMS 0 THROUGH Mij - �01 I I , - L -7 L , - - , .. I X. , .11 I sox ! OF ILI E : .01 � IT .tVq i ." : GU,SS -1 I �� : I .. . @ I Mo I . wx I I glv, �,,*, �,���',,, or "o , - ... �Iv, ,,, 'I ... 1, �,,�.'.�,� :,­ : - A i ,,, C, ) 77�,,',, ED 11 01, I �� , , f. QF:�Inv ., �,'�,�. , .. 11 � -,��,."',',�." ­­,";1; MAX ` 1�1' I ,� ,g 7 ,,- -77 .. : I "" , - , .,, ,,, I : � I - " , '.,,,,,�.'�," 1 i , . ,,7, I ", " , �� '� Ep j I -1 I � ! i E.G. ,:4'. 44. I 1 ; �,, I :;,-,�"" I Eb. L"," I '- X ',' 1/2' ---L--., - , 1 . ,L,!,-";"� I C;1.11 .1 n. ��;;; V', I ­ I �, I I I I.. ..... I .,> � ­�;, I I& ,-,-.��,`,�, ...... - I '. . , �; � E115704 POUAIEP� .".1 ., ., . 1p" Ir O.C. CONCRIM OR �': . I - I I APFUCABLE) I ! I �� I V MIA WAS�a I" I L ' i . wN 20" ON CONCRETE BLOCK 1ZL ' I I I I CONCRETE ANCHORS , . i r ...- - " �-,'�.?,� .. ,�1111'111.1� _ _ . __Tio-f ­ I^'- && MA W/ FAX I , _� 0 Is III' Oc. - @ REOUIRM, ;;,�� , -L I . - 4 (sm SCHEDULE ON 11 ­- I $HEM 9 THROUGH to) ; 11 I ,'�, J��,�, � �. _V=T. - '. mi. ,- :,�,,'L'd' ' .�: 1. ONLY WWA MUG W1 CAUA-w " " , - ,� It. .: ,,, ; I (Lill ARE OWED I, W/ � EXISTING POURED C04CFEM OR CONCTIM BIX4K ALTTERNATE CONCI" ' Zr RETE _ "No - WCOME CONCRM ANCHORS PANOLMATIES REOUIRIED. ARE USED ANCHORS .XREWMED. (SITE SCHEDULE ON STACOM W/ SITUID (SEE SCHEDULE ON SHErTS 9 THROUGH 10) SHEM 0 TwITERAc" 10) RUILD:;21-a MPURTING wm,j 16A mmwnma w%,F WALL WOURRIf I alpEcr idOUXT SECTION 13 SCALE 3/1. . MPI# I of . �:­,... ... ... ... ... ... ... E .. FLORIDA BUILDING CODE (Non High V*Ioclty HU arm; Zone) ED, - EDGE DISTANCE (SEE SCHEDULE ON Nor[ FOR COMBINATION OF SpGrm: TOP AT BOTTOM MOUNTINGS CAN BE I I ` . ' . 0.44167 '- I * i TIT - .* Sir I S . - ­ III�%. STATE ot � - _ ,� t" , ----.--- , , � .am "I'lUm. M. 24 OAK GALVANaED STEEL STORM PANEL ----- - - CLOBAL PROTECTION PRODUCTSF U.C. VTIL VECO... \ . am SIS. %I SOW k 4 0 a r. ONAL FL 333'. 11 ph," BY, ITIW/mw TAX SHEETS 9 a to) COMBINED IN ANY WAY TO SUIT ANY �,Ivlw le.,C) G NO - MILK a v � . , =:m , hoc "I"imm-'swIA FAA, oft)m� Ir 20-175 INSTALLATION. 1 --tN;4.;w?-;ym�iRRAP,,AE,,­- I - CA-00M - !"i owsm ft I WALINIS A,r i 1"i ", i , I - 1­ -`39 '"! 1. FLORIDA LIPS r - I I - I I I INSTALLATION DETAILS FOR REGULAR PANEL 12 INTO WOO I I—- . - ''�, I , �7 7, . I , , " , , . ALT[MATE LEG - I , , .. I ­ . I I-- I . t=TM 40,011" � , - , (Ulfti 1.11" OM ' ," , � , . � SCAM! .. .. " ' - , , ADEQUACY OF EXISTING WOOD '. ' ' , I . . ... � � . � SEW TO BEE=j1y .,/�a ,T­ CO - , I L. ,- I � 1 , RIEGVERIED It 'It ,. o - 1. IF I I 1. ARCIHFFM PRIOR TO SHUTTER ' I , .1 - , � 0 , I PSSIAIUAISUM . I I � ANCHORS ALTERNATE WOOD Amomm - P, - :1 , . - I- W. -- - ,. � 'CH � ", , :9%1* 10 *APO HILAD I , P. .0 EDULF ON (SEE SCHEDULE ON / I I I I ., " . * I sHrry 1 1) %w I 1) : Z: =-= - I -ED"ED- " 'le.2%w ST .2:`R/'WAF " 1, i�i �- � , , -- - � , , .. � 1 1/2 , � -i­ - 0 IS .1r � - E. mt� /, " " I r - ,.. 1 11/4' I � . , , I /,. - - --- --- - - . ='Faw � � -:A, = . I . - I - ­1 �- . ­.- � - I- - t "I ,F=*CO3 !- . QjMw : R 4 (I 1) : . ox I I 04" I � . WOOD ANCHORS 1 � i I -..--. , -,-'- � I I (SEE SCMEDLIUE OF; - ,� , 0, A i , 2 i � � SHIC171 it) I , " 'V� � EPARMN to I cl) / I. t -- (41 i - c!) � .1 GLAW(SIFF . I . �- I I SCHMLE I .Ff I wv 3) A VIXI�.o � i M,., 0 GLASS. - � -L - Mo ION I I ON IHEV 3) i/.: $ff A, I .0 PANEL LENGTH Vt I- JA � .Z� , " &%7.::ar-e' : IT %* MAX �- - , A I - ­1 EL # � � -#* ; I Z=01-0 (SEE SCHEDULE � - � -­ . ­ .- PAN L04MM ON SHMT 3) - A I 1 1 � (SEC SCHEDULE =144, -- -.A - - �- ON 3"Eirr 3) - I - t - � A I !- -- - � .. - ­ I -- A I - -­ - I , A i N . a [ q) Sox A ! j �CD I. ;L I I . A . : I OF `1. I ( - �@ MAX . i ,34 - I I 0 12 !/2- O.C. , . I I � I , A � I . `-, �' -- I I , � I/.1V­w' , I I = , I I tw.m SOLP; I I ". 'I IF 0 6 ,/.* txc i �Lj i 11 I I � I 0 I ­ . .I I � I I . .... I I - f �, I � ! � '11, I I I i :: � - � I .. 1, - 11, WOW 2"..* *ODD PLATE ,,' j 4 , � ,I .1 . � - ­ � PC D REQUIRED .. GO ANCHORS ­ ,� , I WOOD ANC"ORS �- .. - I : r SCHEDULE ON (SEE SCHEDULE Dom � 3/4 ^ * " " I , � SHM I %) �. ,:.,�­�:L - 7 SHEET I 1) � , , . ­ I � -- . !" � I � I I ­ ­. 2' MI- , - I ., , , - � .111-1 al CERMG AND FW MOUNTING Rule -OUT MOUN17ING ALTEDULTI[VE AN ALTERNATriE 4W SCALE 3/111-1- 011040"If SCALE 3/81-1* 05 III A F]" %- W�- I ........ ... 1. .I.-...-- * am MR COMBINATION OF-SECjtm5: * : : No. 44 67 . I FLORIDA BUILDING CODE (Rom High Velocity Hur Tond Zone) 1. INSTALLATION ARE ONLY VAUD FOR MAX A,S.C, : . TOP & BOTTOM MOUNTINGS CAN K DESIGN PRESSURE RATING (gJAND PANEL UENGVIHS . � -m - - 24 CAM GAILVAMM STEEL STORM PANEL ONAN w COMBINED ANY WAY TO SENT ANY '... STATE OF IN AS PER SCHEDULES ON SH �-",Q, - . INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD I .. , 4 Lk w I ;�,�� .. .. / 1101EC06. GLOUL PROTECT= PRODUCTS. Uc. "'w"Ifl!"m L MEMBERS TO BE SOUTHERN PINE No 2. W/ SPf -- DENSETY OF 0.56 OR EOUAL. L I-- .m ILW 11, sww SAME. PL in # I I .." 07 I &c. A: M I PHONE, W41U�744& FAR' DBARRA.4m 20-175 I Vt. WAIWASSFU"Tt CA-0011111 .M--L - - ti. i -00"0 I ON - "` . WALTER A Mal PL -14 0 TF-FA, - OW j or MI I , , I I I I -6-0 a) a) = W -0 -Cu > 2 a) IF— -0-0 .0-0 0 = 2) a) a) C:L c, = o "O 2 C .&..,.., m 0 -0 0 -4- 13- CO - a) -= C a) = -0 M 0 0 -cu -0 - - Cn -0 0 5L a -2 :-�: m C 0 .0 U- I,- 0 m .-> w . - co 0 U) %- '.., CIO a- = 1--­- m -0 402 C . - -0-0 U) 0�. < en " C= CIQ " C= >.- -< x 7sw,,� p! i r,� � I FrA 4 ­0111 =) U) CD C: CIO 0 " " =) -m = QS = :x, LU 4:1 = I=, 9= 1= 1- = 11 I I m = C-4 11:3 L,- �.< C= a- m = - -= C14 = 2 I= cc - 2 - GO, lie =. = DO E - C= CD �5 = U .- .< a,: 3: m 0, GO, C3 .� w W CIO = = . , > = L -, " -a= = ACT E 0 2Z tj - IT Uj m < z z < -i CL -6-0 42) (1) = CU > 0 L- CL CL < III 0 :3 ­0 0 L- GRAM (1) C/) CIO m SHEET NO. SH 1.3 ,QtAr L I T 9K L-L rlAflU Z I VKM rAIMLL k 1L,jLaLLKQ I . I . 4. 1 �� - I . (J) f" .(q 0 R , � ;9� , I L- M,X. CA . 1�� 1 2' . 3' . Der r.41 .000, FWM .0. 3105 II -I. 91", 11, . '1� -W Ass, ANCI Oro Cols? AU`JM I I To N.Lm 11, & ;W Y.Z., 3/4' , , -,-� " ,.,W. e is I .. Jl� I (� LL , I. =j"2?WW1r.cma= � � 1 Ve. . 1 3/4- TAPCCN - -, ,,A li'3 I "EQUou =&"=%q I , ,I,. ,L"" I- , , "Ne"'s , IF W" I ,,, I -1 I , I I - - -- � '" 1 �`, 1 L -- 4 OR(o - - - - -- 2*,e WOOD FIRAPI !" I � , M;.,�- Iff , " "' , " "' , , , , " I ."" , - I 0 , , Y-41.- ". ,- - =- z- I - � I REOURM 0. i 3 , Ile �'j)- - It , � 1-4 �1. x , � &,g;,,-,--*-j - I . �v ""L �� I , E-z"..- / ------ 11",,��� i , I � ... �, - '� Is � . 4 "I .1�1'., M- 0 � �1 1 1:4 ... I V.I. . I 3le ,-4 "177�- ., - - - ---. - �"'w� -I ALTIlm"Art Lit; UDCOIOM ,, -- . . I ,,, . a 12* ot. . VA"S . r : r : .m: To , � , � I '. : a" cow, " -/ I f) 11 : ar mAL W. AlIAL ANDLE on I , , �Ti low, 3105-MI54 vim POURED co"CRICTIL 004c" r- A . I I. I 1, :- - WWVT& AWAM KW PUITIF .� BLOOM 00 V.4' WOOD FIRMA I x 4 - � r wilt" �?" 2 1/2- \�, 01,1 / - t- -, I " I KOAWD OM -To ALLM CCITT. ALUM. NUT I - - - I I/ I/e 0 SCILT , V . 4' . 072' * 12* OLC 3101-NI. OR $Do-ro AULM 0/04~ c-t Ah- ANCLE CASE A (PLAS) SCALE 1/4--i- SCALE 7/4'-I' SCALE I/e-I* SCALE 1/4--l- L 7- - - - I I SQUO-SET OR CALA- I I I Do 0`0 A."CUMAC' 11 . RMALE 0 NO - L 11- - -1 ,a 4) J9 OR ='I"LN" M."NacZ on --PANDAKlt v t -%X A Poum � an t'.41 wow Son OF CPU" . CONCK, ILOCK SCHEDULE -A (MIN PANEL row 010061FIED APPLICA11.1 10 a III, QvmAp BEYOND Z%e WOOD I c!q & 09 . .- -1 OPENING Wilam . �1 V i , As -� I �z NLDUW" , I =- ;l S-11 ID � 1§1`1111 �'.�,-Tww' �,�� �� ; . 4LI, 11 - 1! � "I � I ,�, �, I � I , 1,1 #.1/4' Will / �� ocatwo tt�- 1, I "I � � . �,,, � I I - � , . "I � . I I �,,�,�,��'i.,��-���,,,�:�,.�"4"�,-,,,���,:�i 'I L I - "\ � 411-SAN WA= - - I a I VARIES !- a .a OR(D �', i 5' v- : , \-\, S / .. (. . EW"Apmql*ao To . x - to DISTANICI -- -- - Fm "I . ,7T I , C-1 11 I I I .. I ., .,-\ ---- n -(- -- /- =0--`Cv CASE (PLAN) , ,, I -) / \\ - RA '"N" 0 SCALE 1/4'.1' -91.0- OCRECT MOUNT ',�� --/ oneroz VAUD TOP WSTALLATION ONLY All CERPM PANEL INSTALLATION AT WALLS W/ SuRrACE LEVEL VARIATIONS WITHIN 3/e rI* FLORIDA BUILDING CODE (Non Wgh Voloolf NucHe no 2c CASE E (PLAN) CASE F (PLAN) kj..... STATEOF 03m Isomm PA. 24 GAGE GALVANIZED STEEL STORM PANEL co� 0 SCALE I/e-I' SCALE 1/4--1- 1 �k ,-.Ikomo. --I;e� I -----------N� I I y - I I "I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STO M PANF-Ln.1 INSTALLATIONS INTO WOOD STRUCTUR (VAUD ONLY FOR PANEL(DINST&LATODNS AS PER ALTERNATIVIES TIN THRU 4W, ON SHEETS 6 & 7) MAX. ALSO. MAXIMUM ANCHORS; SPACING MR E.G. - AS SHOWN ON SHEETS 6 At 7 APPUCABUE jA,XWUM DESIGN PRESSURE RATING .n,e0.vm "= P- LEMCTW v TAPCON L40 SCREW PANELMOITE PANELMATE - WOOD BUSHING (P-0.0 rEMALE 0 PLUS OF THEM (R.) , 13- Ir IV 13'---, 13, - - - - III Ilm , -- IF-- -73�.- -----TT--- I-- �r --- I F - 10 (OOTUO ---'- 6 112- - --i-iPi -- --i-172;-- '­-i'iiF- -- ----- 6 ,/2. ---,- (W) .--- - - . - ---- 8 Ile -----. 12 1/2- 6 I A (BOTT -) W-O* '- -'-- ----- aft LESS ----' ' r ­-­--a� a- - -- - -- ---- - - I - .. -- - (W) - --.iZ---. -..,.-i-.-. . 6. -------1:----- r - ---- - --! * - - I ) - md) --.--- T- -- - 1�3. -- - -.--- --------, * --- +46, -45 ---- 13- --r-13- - ------ -il:-- - 13' -J. 1 . 13' - opt LESS 13* 13' i3* t3* 8 1/2' (TOP) Ir 13" 13' 13, it. (WMM) 1/21- 112r a 1/2- 6 1/2- G I/?- (TOP) -± - ---$ - - *7/-4- ' 12 '1/2 8 I /e (em..) W-0 To - 4 1/2' 4- 1-- W. - 6 1/2" � 1 (TOP) 1 C-4. 4 Ilr- - 4 1/1* - -6 I - - (BOTTOM) !!T 9 7 E--- - i �- f A- fIXOP) I - -Lo - ;3* 1 ". I - -- `13 ----,�:-# I l - a i/2 pt MOTION) ISEE TABLE J1 FOR MAX. A.S.D. DMON LOADS & MW PANEL LDGTHS AIHEN SPACER " 15 * USED. CORRESPONDING ONLY TO ALT006M 2W ON SHEET 6 1 MAX. A.S.D. MAXIMUM ANCHORS VACNO FOR E.D. - AS SHOWN ON SHEETS 6 At 7 APPLICABLE MMWSM DESIGN 10 PANEL TAPOOM LAG SCREV PANEAMATE PANELMATE wow am" PRESSURE R11111#0 ALTUMIM I,= ,mr, -L (PA.I.) FEMALE to PLUS OF THEM (ft.) - Ir--l- 13, 13, Ir Ir $III POP) - Ir I - - ---- - Ir- ---- -..- - --- Ir -- '. ----- its (Sorw - I -- 6 1/7- -13* 6 1/2- 0 1/7- 0 i/r FIT pop) --41 .A,-- - - 6 Ile 12 1 YK- 6 1/4' 74 (WIT'l) 3'-O` .-- I - ��-i- --- � �/7* I .... �.. - --.- -- or - - � � on A -.- - - IV - - --- - - -- - �- m .-- a, __ ---.---- . - - So m1rTOM) a' '. I .!-.I,�!". -.1 4--- - - ---.-. I T -- - ---.-.-------.- Is, ' - - ---. -- --- " mm- �-+%-sab � ---- -T- IV ---- - 13, -- �. -cr- - - . 13 - - --- -1'3; -lj`.--- 1.1- evrfiW -40 iiOrTiW) 1 +n. -75 ,3. 13" ". Ir -.--.-- ---- to* I 11 Tm -- IV 13, --- 1V I r a XL) i/2- 6 112- I 4 1/2- -- .---.------A-1/4�,.--,r!-�L 1/2- 411 1/2* 20 (TOP) --G - - I 6 Ile ­4 - 12 t/2- - 6 IP4 '- A -Wm.) 106'-O' . 4 t/2. _ _ . " r "- /1' I L-----....-.- 7 ,/2- �y- -- - .-----.----- --- 310 -,P!�)-- TO r-r 1. i 'Ir 1. 8 . - 3W morrow) IV HL-- 13"­__ - ". - - , I'p. � .-- 40 (TOP) I r 13;---T- -sr E 13- 1 13, 1 t Ims (BOTTOM) I FSEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WIEN SPACER @ IS USIED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I RML& A . A.S.O. DESIGN LOW MINOW PANEL LDXrFM - - 40 PSF OR LESS 61-0. > 40 PSF TO 50 PSF - 6--2- 1 > 50 PSF TO 60 PSF W-10, 1 A MAX. PANEL LENGTHS ARE ONLY VALJO FOR INSTM-LAT04S W/ PANEL MATE FPOALE ID OR PANEL MATE PLUS ANCHORS & W1 " !!LP$W 1/2- D.C. . t�,4_ INSTALLATION DETAILS FOR LIFE SAFETY PANEL (J-) INTO POURED CONCRETE OR CONCRETE BLOC - 1/4-0 TAPICON 1/4-0 TA:;T- ­ ., M" ANCHOR 0 v .. 0.1. � , =117C."" ANCHOR 0 O.C, -1=111- CONCRETE SLOCI: 1 CONCRETE BLOM '" REGUIRED. i I 1- �, . . I � ­ I : 14) I I ; j "I'll . . , . I - -... f - ------ I -. 1/2- 1/4- , , , I .1w: - - . - MAX - � -4 . I it O'. �/� ta- -,�. ; I 1. . . I I' Min I "Woo; Poulp, I'D A CONCRETE Olt CONCRETE BLOCK REOUNM ; 1/4-0 masesin pw$. - ANCHOR 0 12 t1r Ot I - (a) I 't . �,:,%E�o , I , I I =MMe, I I %, me. I PANEL LrNGfH �.., ---- (Set ELEVATION : ON SHEET 12) i : . . Lit 1 (D : .11 0 3 1: "veac I - I mcnam A--& 0 W-GuLm PALMS SOL SHEETS 10 & Is FOR '"'Ho"S TY"' Is WAG"' MR OOVIIAYSM Iwo vm PWAC VAN%M AMCMN VW*" Mo momim Im OVA= All ON TIM SCHEDULE. MR E-D LESS THAN INDCATIM, ON SCHOL" NODUCE ANCHOR WA� By "Invest SPACM Imm ON SCHEDULE r Ile FOLLOWAG FACTORS. FOR TIN 00� TO K MSML AIDUCED SPACING 081AIMED VIM VACTIst 114ALL NOT K UM THAN MWINUM SINACM INDICATED FOR EACH ANDWOR tm " Tin qcmmivu� . Yet-. 1/4*0 facma vm up= "ft" - 6mm" ,*am WAM 00 2 I I -m.m,m1m - 3 , ?--.- 1 emPoos "JI --- i- - i 007 - OW^ N4m 1 1 - I "r I . ­-0.311 ---,I- - - � - 2 I/r - - *At - - - . - I - - --- -- j�--- - - *AD , - - ,.ai - 1 3 'Ir i - - ,,, �11111 �: ," .5 11 I :01 i I' III. i 111--sawmATION I I To CLASS$., 4 " If 1: , , 11`0-s� ;.-.- .0 , ----1 I i I , I I �. I I 'L, Wx. . - .. I I 61 PANEL UENCTI, a ; (SEE ELEVATION I 11 04 SHEET 12) ] a 1- . � - - - - 11. 9 ---- - - I ... � - �1- -, " � I I � -. . , � ,1111 .. i - (D - ��.". , �,,; , i r 5 Z, . ��%. =&EM0.10 �,�.,� �?,� ; . � s,� . .... -0 CONCAM SLOCk . . - REQUIRED. � . airmw . I % , ;��;� - I . . � I ' "" ' "4. - "CI " WCEL AN= * WALL-MQUIR SCALE 3/0-1AN FLORIDA euwwo cocle (VALID ONLY FOR PANELC) INSTALLATIONS AS PER SECTIONS I THRU 5. ON SHEETS 4 & 5) VAX, A.S.D. DESIGN PRESS= RATING (P A T) MAXIMUM ANCHORS SPACM MR MIN LO. PER SCHEDULE BELOW it To , L, AAAXMAA PANIM. Lam. v (ft) MAX. ".D DESIGN PRESSURE RATING (P�oq MAM" AMMM SPACING FOR MCI LO. PER SCHEDULE PANEL - Ir (ft.) lArCON I SET SoUD-Sv FEMALE 0 PAMELMATE PLUS ZAMAC-AMILM - c"-IM I SOUC-sp PANMUtR FEMALE 0 PANDUAIVIE PLUS ZAMAC-W" CALX-N A 1. COMNMNTM OF TWEAK 10 m�om :& * 10 =Ea 3k I To omcwm !& . , kaft Commmim or THEM M - -.!-I-;-* 1-.-7-- --so- !& --- To :& * a;w +46. -45 Oil LESS - 13, 13- 13' 11. IV IV 13* 13T !t I'. IV IV 13- 13' j 1. -V Oft LESS .46, -Ab To -m -ob _1�' _ i3' _Lr­_2�­ 13- IV - 13- 13- IV 13- Ir IV 13- It 1/2' 1 (top) Iv-r OR - Ir IV 13' IV IV ". . 13, I 13- I" - Ir IV IV IV _!jj .,1.Tn).__ 1 IV 1 (BOTTOM) 13' 11 1V - -'ir 13* -ir -' 13" ­fr7 13, ' -;F.. ". ". - I r I I 1/2- --- 1 (BOTTOM) - - I r IV I r I " 13- - (Tom 13, IV -TF'---6s7- - j- �F IS. r IV. - W it I A; i (MR) ---. -i��--A7- -i�L. � --!JL-. �2r--- )r ;i- !-L---L1�---1.L---L1 I , 3 �__ :: _ 'i. _ _ 'I. 2i- ". . 1�- ir - ,3- 1� -- - 'k !.3 I -- I r 2 (DOYMM) 3 (Im -.,- -- 13* - - 1 j4:____jV- ir is' IV ir IV IV IV IV T:F-, --1-F - �-I--f P2 ;-Iii6wi i6n ) -- --.. . -... - 13' --- - 13* - 13* ----- 13' - 13" -- IV IV 13" - Is, 11 ' -TI 3 (TOP) .-Ir--1-3�- - - - 12 I/ij- I Ill. , vl� --LJL.-_j3 a I/#- I 1/4- _!3� Ilr 12 112* - - - 1/4- - . - 6 Ile -- 3 (SOrMM) - 13 112"12 1/3" 0 � � 11 'I. '. ". 12 1/2" - I - ii­lle 4�' 3 (0717060 - - - " I,. - -- r 4V 1. 1. --:-- r - -F- ,--- r - -- 7 1/2- - - 4 ?W)- ..-- r - 5 1/2' a' A* -- IV - 2 ?IV --- a' - I i/2* - - - ­- _ -13�- 13, 13, "-- I- - a' - - - . _!7 _ IV - , ,.-.. IV 13' -.. I - r - - - - __: _ 13' .-- W .. --- . 13 - - 16 1. ----- e 1j. - - tV ---- , _ - 13: 1/4 I- - __ -,__ if Ill. --- 11 1/2' . -. I t/2- !-1 I.,----,,-- 6 7/4'.0 4 (W) 4 (BOTTOM) i Fm� --t- 5 (BOTTOM) -- - 6 (YOW) QIOTT.-). -m!: ,- --a' ---- -i,. �IV __ --ii- _�. _ . ---- Il _ - - &�-! - --� - _ , -_ _14;- , j i3� ' , -T�� a - -- - - -Il7- IV . ­TF- - - 6 Ile .!7- Ir - r- ...-= - - F I -.-- - a - 4 (BOTTOM) r - -- 33� - 13- ---.- 13' -- --,.,!-r,-- - - - I iT ---- "I. 1. --...--.. - - ar- 13- - -,.--,. 13' -.Iii- 6 1/4- -- ,-i; - --- 13' . --- --�3� - 6 1/4- iF-- -----, --T- IY --...-----..--­.---­-. -T- 6 Ile - - -- -2'- 13' JV -.-. - 5 Ile --o; - -- - --!-r- IV Ir - .. . - -or- . .A!� - 13' - lk- ­ ' - - - ii; Ir - -1 3", -- 2�+IL- - --,- 13- -- - I r I - - - ---- IV --- Ir- -- --!!!- - -- 13- .....'.. I I -3 . 13- - -.--.-- 11. 13, Ir - - . - -97, � 6 I/eti 5 (MR) �..----.- 6 MOTION) ,. ..--,. - a (lop) Toory;'d -iF- 1 -i.:F� . - � 1l; - I " !�- .lr 1 Ile -- -13, - to --- 121�.- Ile Ir V 13' 10 1/2' IV r IV I 7- 7 1/2 5 1/2 IV 4 1/2- 1 nOP) - '11.4. TO 14'". I 13, IV IV tal 13- ; 1/2' 13" - a 1/2* 9 I/2^ . 6 112 . 1 13 L-In: I (top) ,w-r To O.-V - wii;- - - -21?�- -T- 13* -- - 1. - -!:-- 13' F, !� , -2:- I. --- � - r -- - ---- '. --ii- -iK- - -!-J!l- IV � 2 W� - W- -...! J� .- 13* - Ir io-�/Erl -143�- Ir I -��.i-�- s/21 - --7- 13' - I,V IY i-3, - -13, sr ile 7v r _ 91 - 13' -- 13" 9 1/2 r 0 I/- - ­2 T 4_0 3/1 I$ 1/4, 4 1/2' -.:-.-.-- 0 1/2' --- 1 1/7' Ir iY --Ir -- 13' ii 1/2- r r ly -- 13' * 1/2 7- 9 1/2 --.- 1/2 1 , 6 I 4- . - -7 I j 9 1/2* 10 1/3 7 i/2 10 1/2 ---- 10 1/2 -- - 4 1/2' 3 1/2' - vo -i;i�-, 10 1/21 7 W S 1/2 7 1/2 - -.- 7 1/7 --- - 3- --- - -,/,--I- Lyrl _ 13- __Ir _ 13- - ------- 13- --- 6 1/4' a 1/2, _ _.__ 1 1/2* ir 13- 91 4 1.12- 6 1/2' 6 1/2' --- 6 I/e r - --- . 6 1/2- I (B*TW .1 (MR)___ 2 (BOTTOM) - 3 ITOP) 3 (BOTTOM) 4 (w) ­ 4 COOTTW -- 5 MP) 3 (Sorlam) is" -�-37 - - -i;L 13' 7 11r - -IF- � . -7 !T.. 7 1/2' 13, --i-r -.-.- 13' 1- ... 13. 13* , - I r tr 13, lo' 8 1/2' t3, IV I 10, 5 1/2' it' 9 712', � 1. 8 1/2- 13- 1 r 6-11'r 3 1/2- I (BOTTOM) 2 (TOM -.- IV - is, to* IV 10' 11 ' I 6 1/2' a (BOTTOM) -- tr --- � 13* -- to* ---- IV -,--.-" 12 I1r --__ -:1F.- 12 1/2- --L I i�-I--!,' - --I .�:_ - __13:. --I - I Ilr ! (W) - - - - 12 */2*12 -r - - 1/3' -W --- 6 1/4' - - 6 Ile -- - a , je 6 1/4- - 3 (BOTTOM) - ,-L/!�--. jF-- - -- - --.!�- Is' --!�--.!-� /2 J� 7/2- - 6 1/2' - - -- 3. -- ;- ciw ) - r - r -. '. - 5 1/2* 1 - 7 I1r - 4 (BOTTOM) - .--...---. I - - --- . .I 1-Ir ... - - --.- ilL- --!:_ 9L. --_-__ ,D, I� .­ � ­ 10, w _ a , , 1. " , , - -il�-­L IV - .. 13, - )3, to" - --9:- IV - to. Ti, - tiwj k - -,F-fi z/A 1) �&-- fll,;� 10 I/21 _ 13. r Ir 1. 1 17 ,/2 " '-,I*!. I 1/2-16 A- (TOP) t3 L- '.-'1.`TrG-1/--1t-5--1/----t4 r . if 2 Ir 1Y A 1/2- 9 llr 6 1/2' 13- li-,�/4i' 6 1/2' 0 I/*, I & 6 I/e - I - I - I -3L -A -.r. -,-.;-;;,1 - -h Ile - - I - - 1/4' -11 Sa "m If top .00" " a PACM Pon SmAswome, Also som f"K MADN" Is OMMO AMINAW 1146008 AM WMM WIX WPMU ARE MOrAM ON " SOMU MR ED 4.1m; Tom *0070 ow mqmu No= ANDON SPAC" as i"Ifty" SWM $"OW Ch of Im foulm" FACTOW MR WA OPERATIOW To ft PM� p1zAjCtD VACINIT U04 000111 SAN.L NOT K LM THAN Mk"w SPACNO INDCATIM, fm EACP AmOs" I'm ON TIM NOMINAL Ile, I/em Ile& 1/4', Ile. Am" TYPIE _!147* � . - , I - Am" I --- - Plot _ - '. assoc-All" ­- Coul'os WINN ANCHOR SPACM Go.) I 1 3 3 3 a vr I In 3- 3,n. 1 r 1 1 - ,04 surract W" == - 3 . 1 3 in 1 3 var . I ACRK m amassa CLI* - FACTOR vr - �.� - - - - � 7-17-- -------.--- - - ----I -- --.., . 2 In. -- - - -- - 01. - :. -- - T - . - -1 - - - - - - - ,�� - . .11-11 r, I ..w .- . Im - 013 - - . s "A - 'A. I - tio - 1.60 - in - SPACINGIS ONLY VAUD WHM ". �fl I- DESIGN LOADS , .. P"=T:X-,z r" USED-- - , � 3, MAK D.M.'(4). I -I- ay, . . .�, � . - � �- -- I -.- �� I - , - - - . I (�)-,@ � f -1 -- -- - - - -- - � I 0 1, � 0 0 0 0 0 � u - I I � ,I--- T-- -------i-----I,--, - �---71 -- I -- i i 1 41 I i 1 . I I j I ��' I I , - i i � i 1 1 i i I � , 11 I, i � j 1 1 � �L ; I !-- ! I I I I'll MMLL.&L A AILD. DESIGN LOAD MAXNAIM POM LENGTH - --- �- 40 PSF OR LESS 6--a' 1 > 40 PSF TO 50 PSF 6'-2* 1 �- 50 PSF TO SO PSF 5'- 1 O" A MAX PANEL LENGTHS ARE ONJ-Y VALID FOR INSTAIAATIONS W/ SOLID SET ANCHORS & */ " SPACER AT 12 1/2- D.C. I . I � - - AKHORS (SEE SECTIONS 411, ALTERN"TIVES ON 04CM 13. 14. 13 &Is)-- -- - --- - --- ---- -- - � R- A/13. R-W13. 0-3A114, R-il/i3. A-20/13. R-311/14. 3' MAX, rpl.01-11AWAS. R-2AW115. R-SAW/16. r*R-IDW/13. 0-29W/I& R-30W/14. 1. MIN. � �- --.- - I T.- I -1- - - .-� 1 7 ; . � L/2 ; I . � � 1 4-11-20.1' S.S. SOLIS *,@ i , L I I I � � I .1. I � I (USE FOR PANEL I VAX � OVER 7,-S, - 'i' ' ; I PAWL LENGTH I � 1 4 : r U3CT" " \ � , RECULAX L PAM! 1 ) j I \� ­ I R. I PANEL � : lF-1V 0 +40.0. -40.0 D.0 I : � -1 L I , I (W/ O~ Mo Isma LOW" WLT) .... i I _ . , ,_ . Z41- - - I- - . i ' . - -'. j , . ­---,-;.--- - --- --------------- - I : I I . . Y 0 . I LIFE Sff-EIY ONIM PANEL : � . - (*/O'?'-4' 0 -30A -34.0 P.J, - . I - - ovmAA m PANEL LENGTH Stu, I . I ; . . I ! - � '! . � I ! . I . , . � I , . I I . , - . � . I ; i I : I � I ; I N; �A7 USE 21-117 MCI. PANEL UMTW ; I I , *0- 211. . _ ! AT " MoLwnmm I ' 1/4 I I . - � SS . -�w - , � - , I :�� ; , AT EA!"I 1 �16- - -.-- --- -1 - . � - - , , q I ! �:4 " - - -1 -t I r� � �, .! ; � ! � I : q I � : � I � , .1 I � i , . L � � - I I . L ,. - . 1. - -'l. ---,.--I,. -- . - - I-,.-- -1- � . � I . . 6 - � 1. . � " - I - � ... ��, I 1�- - - -111.- - - , ---- - - - , - , � - -- , - , - -- , � ., , � , � - � L/2 � � ; � i I , . I I . - � � � -''-.,- - . - � - I 11 i I I � � " - &--- I : � I . -, , � , .1 , , I - --. - -11 � . 1 � . -. �] . . . � - � � � �,- - 11 , 11 �: �. I � -1 I � �, I ­ I ­ - L - - - - - - - +.- , L -- - i--: ...... I--- ---� � ,-�----:--- - - I ... :_­ ...... � --- ---------- I . I - I - -7 1 - -1 '. .1 I ; - � - - g Moyd�-, AT-gdk --- - �-, -- I � I - 0 LIFE SAFETY- ' . : . , 11 i '05 � � � � � joh' PANEL BOTTOM CORINEIRS I 1. r 0 I D.W(j), � - - -- i I -- _______._____, I.,. . - � I ---j � ,- ,.O0EfR,4P- I -OVERLAP- or @ - MO AT EXTERIOR . I NUT AT - 1k MG LEFT PANEL Ron PANEL I t INSTALLATIONS ONLY VALID FOR WIND I" soft. R-IA/13. R-2A/13, R-30k/14, R-ifi/13. R-20/13. R-30/14, 1: 1.4r SPEED UP 70 110 -p.h. �RW-0,10AW/115. R-2AW/i5, R-3AW/18. 1-01. II -I BW"l,I,G I I S. 111-29W/15. R-31101/4. I - - I --A"CHO1lS (SEE SECTIONS & ALrERNATIVES ON SHEETS 13. 14. 15 &is) . I I � 1. - -- 1/4- M"� W UEE SAFETY STORM PANEL (j) ELEVATION (t) - �- I SCALE 1/0-1, . ' 01 REG" 2.&V' I REGULAR STORM PANEL cs- ovl�mfo-f vtw WLLM -(DSTORM PANEL � Iffitmil rz----- ��---.--. I - `�" - - W44 - ...#-, ­--�� -- - ; : -4-- -- all";;.. rt---.-.-.---a - ll, . I 11 �, I ,� � ....... ... ... � I �, / - WAX. W, �,�-, - I ;. � " .. , .-,� I , - .--- -- - -- ------ �­ - * -, , .'�/-----, --�-t��- ---- : -�=- �,------/ - -- :&-- - ..-- - ite ::: - . I - -x W: m . 7 A= .. ... "I ... � �� I . : . LIFE S.1AF PANEL i 1�-- STA -- : : J FLORIDA BUILDING CODE (Man Nigh VaIvcffy MurrIcano W18108 `-.10 .* Pam �im m 24 GAGE GALVANIZED STEEL STORII PANEL -M...!1001 ..., I .M! ...... - 1, 07 -- .. 111PIECOme. MILCIION PROCIMS, U.C. n - "m So. 51 sww - Tk- (a.)MIC.M, CA -WrJ4 �m cm-2 . p"W'. a.m. FIL $mi- .. CM)slo-lqft r4l, 20- , 11 I � k 111 I � I -I 7 7 - INSTALLATION DETAILS INTO ,� --- L.�- --T- - -- FOR UFE SAFFTY WOOD STRUCTURES 77 -,-,-,,,'-,-- - PANEL (J-) - - I - I . . I I - � . - . , , I , I �, I . - - I , .. " - - �, � � .1 . �! 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TO CLASS. - . A. - %� � (I 11 -1 _ .1 , -1 - � V,.- L - - -- ,- 1. - - I* W.. I (j) d TO GLASS, I v L/2 , --SPWT*N- . : : TO MASI I , 1 6- : - [�fl , . 1 I *----S0-ARATI0lI - I : I L/2 I TO GLASS I I I (3D 6 I - �:, - � , , 0 I � I It'sys- � I I ,� � . I . j I 1".. k, I I I I IEQ. 1 � l, � - - . I . " u rr.: = . I " , . ., - ...-rj, ". , . . -1408W 0111 : - . I - � i 2 I I EQ. , . �, � . - �,/ . --L- , - -1 I . I : I t.� � ... I , j . 1. 1 � -.-�- � I . - � ­ 1 1 - . , L � ; -- L I , iv- I - . 11, �, - - . �� � `!C. - . :7 1. ls� I .=. � I - v S" IT 1�- - - f.-I, . I 4 - I . . i. I , : �1: i I � � �! I I I I ;; I - q) � 11 1 : ., � !L '� - (�) . Z24� RQQQ L' - ! - - ' 012 "?, - I i I - I , � 1. � -4-- Ir L .-- - I a- . ' L , ' 1 � � � t !, H , I * I I . I , . I i I � , 114 0 TAKON � . , � l,'4-0 TAPOON 0 $I O.c � �. '. tt, ANCHOR a 9, 0 C. . � 111600011:0 L. i ' � � , I � . 41 IAPCT O.0 2'.4" Tim , � L �" � 11 _"J 0 KATE � I - 47p-ls : � . � � I , � � , I, f I " To . I I W/ Sim " STUD , : , . � � � ACOUNIED � � , � � , �', .. 1/4*0 fAPC0N ANCHOR 0 r D,c. � . . , t - L--., L -1-1`1"m : . - 1I a - WOOD L C;- WOOD .4 KATE : , I � I I . � ; . I � ,� Ell , L - , -- , , . . . - - - -.- jjI _ REOLARED � REOULREO , � . . . I 1. � , : . - 1 , , I I � J Fum FW il IW AMW ANFI, WAI I M WALL 91/1511m V iRENQUINAR F"J-2AW A TO, & J MWAK WALL MOLINTINN SCALE 3/8-1- I I ... .... ..... ... ... .... . . Sam 1, INSTALLATION ARE ONLY VALID FOR A S,O� DES4G N PRESSURE RATINIGS (P.9d AND PANEL LENGTHS AS PER EUVATION ON SHE 12. :. . . . FLORIDA BUILDING CODE (Non Nigh Volocift Mur iconat tons) .1 . -M itmm "t, 24 CAGE GALVANIZED STEEL STORM PANEL I.P . 4 1. DAMON W. ' : . * 67 * * , ' " * . : - -' - " TATE 0 - ' L- -.1' Z 11LIECOma GU*'kL PRMCT" PROD=. Lm 0""neft .... S m 2. FOR NEW WOOD FRAME CONSTRUCTIOW WOW .1 . - . -11OR11P.- -: TILLIT TEffmo a Am &W 61 InnT IL 33514 MEMBERS TO BE SOUTHERN RINE No 2, W/ SPECIFIC DENSITY OF 0,55 OR EOUAI- . .... ` .. *�",::*` .. .. .. I A. "' CA 0- -"U�-A M-r-L-1- - c�ODN7%1 `1 I - ----. - (ft4)00-SM 20-175 Due". - I 6. - - 10911,11 I &m tux/mYE efullp . 71" um U. It ZJI-1- -,-- it ;W�I-. 1. - I � - . . (VAUD ONLY FOR PANEL (1) INSTALLATONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) MAIL &&A DESIGN PRESSURE FIATM (Pof) MAMMUM ANOMM SPACING FOR Wh LIT PO SCHEDULE BELOW At APPLICABLE 0 a ART zol Isma LEWH .1. 00 Mo. A-SID. DESIGN PRESSURE RATING (P.-I) MkXUN ANCHM SPACING FOR MIN EV. PER SOHEXAUE BELOW As APPLICAMI Z 10 a Im commwm - ..-- 47 TIMING. umm .L. 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I : "' ,, ,, " � � I L/2 i � -, F I I i , (i) � L � I - -0 . I , - pa%ff I ; 4 , � . 3/4. �,L" I -- I I I � ,04 1, IAPCON : "/40 0 r O.C, CONCREIT OR =EWIM REQUIRED ffawaLS A WALL MOUNnOW SCALE 3/0.1- JmLLjj a A.S.D. OEM LOW MAXWUIM PANEL LENGTH 40 PSF OR LESS I.-,. > 40 P3F TO 50 PSF W-2' - . I > 50 PSF TO 60 PSF Y-10" A MAX. PANEL LEJOGTHS ARE W,Y VALID FOR INST&LATIONS W1 SOLID SET ANCHORS & W1 " SPACER AT 12 1/2- D.C. FLORIDA BUILDING CODE (Mv INSTALLATION DETAILS FOR UFE SAFETY PANEL nj INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAA0m- -- S=AOURED o:c-. -; , -Iff-WW"' ANCHOR * 91 D.0 I . I - C an - . CONCRETE aLOcX - �11 BLOCK , REQUIRED, 11 --, I I .-.. 11-1 . 4) &M, -) � 02 . . - 4 1 . ' -- 1/4- `1�111 I f 44' .,/ I /2, , ,�,,- I � � . �,; I _ I , I ", I " 14,A)II I '�� I � /111111 - 1-11 I ,� I IT 4 f %� �, I , 1/1"i -1, (D 11'1�ip P. I*L1 MAX. 0- PANEL amolm , (SEE ELEVATOR L -I ON SHEET it) I - , "ll"', 5 i ,q) !- F&O ,11 �11 I - � I I 01 . "11, . - I oulffac I 4. Z : I I I � . 11 I 9 I I ­ I I . 1".. . m , � . (�) ... i/els TAPCON ANCHOR Is 91 D.C. comOrve oft 0 AMWIs orriscakm = UOcK REQUIREGL ANEL SEE Oman is At Is Tom micmm so= Irm , I/r. .- .. - YM 6 SIACM fOR VOTO"ATOO INTO WCCY WOOD row BURWM. 000" AWHOR PMOM AND MMMO _____ we", Mo." assam 00 3 . Coss'. tvW4 == � coss'sessMAGA.) 3 009 DISTANCE AM INGICATO) ON *4 SCHEDULE " ED. LESS THAN IMIDICATOD ON SCHEDULE REDUIDE ANCHOR SPACING - A By mucTwerom Spocom OWN ON SCHEDULE " Tor FOUVAM rarym Ann m SIM " - . , ,/V - . 1. - - - 2. 1/2' I W36 "I F01t THIS OPIANTION TO N POSSOLL NEW= OV401C OMAN" UIM NOW SHIALL NOT K US T%MI O"MM oklow =5110) fORELAC" I MIC.00 Tot 04 CHODUL - jr I .. ­ 3 1�2- - I �� I 1/4-0 TAPCON CM:WIED ANCHOR 0 9, 6.Le.- - , , L Go , ; , CONCRETE 9-m ' REOUNNED I ' = . " ' " I .1 1,,, L`1,2 , , '" j -14) , , I � J ,_� - I , , , .$,� .�', Ile . , , � " , , ., MAIL - � -1. 1,11i, , , , �- " I , ­ ' ' L E.Q,# I- -!, I 91 , I �� , - , .... ;1 ., . , I � . - . 14 ; I 01 : 01 ; i I I- min, I n ---41 1. , , . �� WAWM TO CLASS. m � , . 1 �14� GLASS . I � to "'! I .�q , . ,� ;�', " - Z.- .F., I I I 4 I I I I I I I I I I I I .1 . .L. I I" a ' ! I I ,L* MAX 0 I � . . . . . . . . .A � ..... . ; - PANEL W40H L ' A A (SEE ELEVATOR I -- , : i- PANEL LENGTH , I SEE - I I' MIT. :-�Ir�Azlm ; ON SHEET 12) 0 I 11 I 1 ON SHEET 12) 11 To GLASS. 1 : 0 .--- ; 0 ! . (D I --- -- : ,- '- - - -- -I-- L , , I L . C , J,N 11, I I L/2 � I ,,��L',,- I � I'll " -Ir I " L 4) � , �,- . " * 6 ,,,, �,,,�,�,� i ?"I", I I E.O.0 1.111" """' �1141 , i .6'. , �� 1; I � "I i I I'll i . I EQ I 11 ... L I I � I Eat' � IL - 1- I - . EQ I . . - 11-11 � - _;&*'-"%4. ses D.. sun Vo�, ,., _ __W " I = MI SOLIS "At ,� I 1". . 0-2 I . 11 . 0 's ,/$' Am . ,�� - /41.4 TA " " . ... . ­i/eq TAPCON O.0 ANCHOR a r OC EXISTING POURED CONCRETE 00 00STING POLIBED CONCRETE OR -CONCRETE SUM IRMOML SECIIQ&-R--2A 0 I&MEWFARLS - -CCMC,fErE Koo Rroumm. * K9*MEL WALL !lNt#",'.. b[OUHnNIGIS SCALE 3/11-i' INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO WOOD STRUCTURES � . , - ,;-I---,- -1- I- .- � -- - ,. I . , , "I . :. 1, I- I '. � 17�- .., I,,- ,---I i � � , . - - . ".. L �.., �' -X2.4r, �1. - I- - - A,tl - --ganna . . 11 li� - . I . - . . I ,. , .11 --- d . ., 0. -1 i� ;= - . . i .�, I ;� 7� � - -;"A�G� - I . � -- I I % ,,T I � , , 1 09 O.C. ., O.0 I , . I 1� . I � V ,I . i d ,/ ,. , I I .1 .i 1� �, I I ; , I I i (i) � I ., I . :�� Oz -; , - ---" 10' I � . - 11/1. I " I,, " F -1 Ir I -9 I I I I 1/4. ",:.%� 0 7 I mw .. I I ,.� " � - � I I I I .. I I 11 � Min. I � I 11 , I , I&. L, I I i ,1 i I L ; � .1 I I - : � I I I I I L I L 7j� 1 � L : i 04 Is -F I I - I ; I 'T....I. ext"bij It ,� .-,,/ $A � 'I AT .=op , ClUkSS 0 "I E;a >- LX '4 , I ' "61 5 "' , L I 1 I W-Mel GIASS 0 , 11 'Mo. i: I I I .1. I "L* Mo. "I I PANEL LENGTH '14 . ---- --- -- �. -1- . . .. i: I I PANEL LENGTH "- T 6 (Sa ELEVATION : N ­ I (SEE ELEVATION 0. I I ON SHEET 12) , --,­ ,- r. . I ON SHEET 12) - - - ] .�- I* T I 0 1 : I If I* lost I .1 - - - 11 I-- -sEpAsAmm - : C, I " I' As. i . 01 TO CLASS If � I-SIP11ATION - - - I i " I -1 i L/ -Iurf .1 '. -0-"S .. L : . 13 i I- ---- --- � 0 : . I �0 �.. - 0 9 t,r ac & . -- � , - ,11 a : 0 a tff Im: 1. I- , 441111 " � I . - i�., I - 7 - EQ " - f � I -- I E I 0 . - " I I �� . .A - 'I I - � �. ", , , 7 I I -, -7� 1i ; � 2*Xe WOW_ ,' ,.-- � �, :, 2'ke WOOO.- �, . 1. ; . , PLATE . 11 PLATE . i ; I , I I � � � - REOURTED �! : . . ; ! � 4 lee PANOLMATE PLUS REOVIRED ! t , , � � . � i ­ I/ep PANEUMATE PL I L +� - I I ANCHOR 0 12 1/2' O.0 I L " i , I � ANCHOR 0 12 1/2 O.C1 . . , , I ., I , , � I � � 1A - j . I � � , '-1. I] j 1 -1, ,I , . - - ----' .---- . � - I vvm 111-19 18-3 AM' 'q m t1l".1"N" NO N. TAQ I .... / .... ............ �N 10 .. " .10 - ftlj� ..... ! � �6 I , '. .* . - '. It .1 44157 '. - FLORIDA BUILDING CODE (Non 109h Voloctty Nu no Zone) . *: * : am "Llm. mss� TIP, a * 1 24 GAGE GALVANIZED STEEL 3. PANEL ONM ft 7. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF 11 -.44c - - DESIGN PRESSURE RATINGS (po.f) AND PANEL vlo-,". Aim , , GyM/Use 11LIECO.... QMU LENGTHS AS PER ELEVATION ON SHEET 12. --- MTECr" P"MM, LW, ont, -- 2. FOR NEW WOOD FWE CONSTRUCTION: WOW 'N?'.'10NA.1.t CARL. 03N. , -"- 2C-7--4=-afr-:-- - 0)000 '7*�W' TAE"s -175 IN OAP IM)M-4M 20 Mi mEmKRS To K SOUTHERN PINE No 2. W/ SPECIFIC "01000 7' N ... _ DENSITY Or 0.55 OR EOUAL. M. 1 - Pop- I - em� - I 1- of smansum ... FE09 ! I I om is or to I WAZ-k&UgA 4416V i I . -6-0 W W � = W -0 CD -cu >0 0 a) r- 'I'- -Op-, = 'O L- a) Is- c:L o C - CD cu -4--a 0 .I--, a_ cn . W -6--j a W 5 -0 0 co 0 -cu 'V - '05 .0 a a " - " a) 3: 'FLU a 0 .0 cu u- 4- C) cu ;:BA -S2 .m = 70 a) cn cu E L- ,10- a) ." IV ,0- c:j- ca. � -0 . C W < 0! < z z W mi 4v� c%j 4=11 IC%IJ C%A cm >- --cE m: =3 U) a) c: cu 0 " " :3 W m < z z < -j (L CL ;z 6 CL M C..; -7 = - 7M = LA. - M C= Ch -= C'4 in = ,.z .E C�4 3: -T m w m �-: - S :p- C, .= ca I= I., = -ca �c 3C 03 4! . 2! w Ms. W a i;: = .T In ICI = 9 2 - " 1!2 -6--# CD (1) c- U) cu > 0 16- CL CL < -6-0 0 = -0 0 L- CL (1) (1) CID m Is . SHEET NO. SH 1.4 EZI/18. EZIW/18 MACHINES (SEE SECIROM 121 a ALTERNATIVE EZIW ON SHUT 16) I Ad, � I . V.,` (�)(Sff NOTIE 2) 0-to : , * (. NOTE 2) SIV ALUM," E INSTALLED AT EACH OPILNING S"A ALWAYS 8 LAST PANEL(D TO 0 f 0 *7 07"? 1 PROVIDED W/ REAR MANDL[ 10 FACIIJTAM INSTALLATION Ir iTIMNIDED o!f 70 SE -NSTALAXD FROM INSIDE OF STRUCTURE -1 71 71 � 2 PER PANEL 1- 1, J_ I 1� _ [ - 1 (7) NOTES L - 56% I-r I Ir - , , - - , , I , `�, I T I' 1 1, 01 'L' QE_SERJL%_2QD.0 E-Z HANG STORM PANEL SYSTEM TRACKS E IftNIN.L D`* PANEL + Cant. YCOP A, BOTTOM (",IT IEND PANE M" kw P,�F. L) R PANEL) 11 R;OR PA�NEL) (fff R PANFL) 1, SEE NOTM 2. .5, 4 SEE NOTES 2, 31 4 (2). ENO FIANELS SH A_.WT,@ELCONNECTI,TI TO BOTTOM TRACK rMCRXATS 0 E A ST�� BAR S'tA L BE PRCMUED AT TOT' Or SUCH -ANEL PAWLS h1i i 4; As Ad As (3). If END PANELS ARE CONNECTED TO BOTTOM TRACK, CONWCTION tAL, -20.3/4" MS. W1 7/8'$0j37^ WING A SI - CONSIST OF 1/4"P _WI PAK W NUT 0 1/4"OxJi/4' Min THUMBSCREW INTO TAPPED BOTTOM MTS I di UAL OVERLAP TRACKRLOCATION OF FASTENERS MAY BE AT EIIHEIR OF TWO (SEX SECTOR APPLICUSUE) EXTERIOR FLAT FLANGES OF END PANEL ; j SO% or *1, (4). IN CASE THAT END PANELS ARE NOT CONNECT�O 10 BOTTOM MAX TRACK I[- A STOP BAR IS ONLY USED AT TOP) AT t EAST W PANELS SHALL BE CONNECTED 10 BOTTOM TRACK US141% SPECS TI-T-T-T T INDICATED ON NOTE (3� ASONt, 114 SUCH CASE, CONNECTION OF _j _j_t LL _j_j_ LN-4-j.11 L J J.Z L -1 J I I JJ_ L.L J-1-L 41 j _1_ I- L J J-1 PAINI TO BOTTOM TRACK HIM OCCUR AT ANY PANEL LOCATION At . . 7 . I A A Sri, NOW VC I U. t INSTALLATIONS ONLI` VALID FOR WINO NOTE i SPEED UP TO 170 .P.h NOM 3 ANCHORS (SU SECTiON EZI Ar ALTERNATIVE EZIW ON SkIE[l HE) EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM -1 Rbox WILD) 177 =0'77 77�PSI 7 \ 7-7 7 7 77 77 7 WAx- CAP J1 FS SECTION A -A SCALF 3/32--t- E FLORIDA BUILDING CODE (Non High titilocIty HIM Icon* Zone) E 24 GAOE GALVANIZED STEEL STORO PANEL W .44167 SIA GLOBAL PROTECTION PRODUCTS, LLC. vn TE 0 STATE 0 W S. A, Sim PAR. It AIAH 2 -175 0 ,'on Ovell-Anuid- ENGINEEr4lNG CIPINIGINEIERING EXPRIEBB* PRODUCT EVALLItikTiorNi RIEPGRT SePITHAVIANX, 15� 2020 Applicstion Number: 17859.1 - R2 EX Project Number, 20-31543 Product Manufacturer All Arnerican Shutters and Glass Manufacturror Address 1540 Dome Road VAW Palm Beach, 111. 33409 Product Name & DeWpillon: 24ga Galvanized Steel Storm Panals Large Pawls Impact Resistant Scope of EVeluation: This Product Evaluation Report Is being Issued In accardence with the requirements of Ithe Floridis DeporiffeW of Btonen and Professional Regulation (FIDIII Building Commission) Rule Ch"r GIG20-3,005. F.A,C.. for slatinvals, acceptarics, per Method i(d) The product noted above has been tested evaluated as summarized hiNsin to show compliance with the Firdids Building Code Sgv=l� on (2020) and It. for the purpose, Indandid, at least equivalent to that required by the Code Re-waludon afthis product Rival! be rexprind! following ideriment Florida Suflifing Codeinach cittions or Rovesions. Substandating Date: At PAODUCT EVALUATION DOCUMENTS EX dravAng 02041643 Oded"2498 Galvanized Steel Storm Panels (WHIZ & Non-HVHZ)'. sheets 1-6, prepared by Enginauumi; Expralm. signed & soakd by Frank Sennstdo, P.E. Ad an integral Pon ofinds Evaluation ReportL A TEST rtEPQRT1 Uniform static Structure$ performance has been OMW in accordance with TAS 202 feel standards pat test relsort(s) TPET-ASO-1 7-001 by BWckwateiroWng, ft. Urge ArOwle, iff"d r"otance and cvck leading performance has been leated In accordance vifth TAB 201 and TAB 203 few standards par test toport(s) AST-ASGI-I 7-001 bf, Blackwater, Testing. Inc. A STRUCTURAL MINJEERING C&LGWABM Structurall engineering calculabords have been pteparad which evaluall, the product based on conparldive Auditor national analysis to quaRIV the inflaiwing design criteria. I Mistinum Allowable Spans 2 Minimum Allowable Spans 3 Minimum GIs" Separation 4. Anchor Spacing 160 SAN 121" AVENUE SUIT? 106, DefRFIELD BEACH, FLORIDA 33442 (954 ) 354-0660 1 (866) 396-9999 TEA14 ENGIN1111Z Pit "'M ot ENGIN EERING Page 2 of 2 All Ameriew Shutters and Glass - 24ga Galvanized Sted Slom Panels No 33% increase In allowable at. has been used Irk the design oftlas product Separation Itorrit alatzma is not risquired for installations Outside of wind zone 4 and esidintiall facilities Imped Resistance: Large Impact Ro"tomo has boon demonstreldid as sivithincrad In Previously Rated tog raporl(s). and Is accounted for in the woratenrig design of this product Wnd Land Reafstance This product had been designed to resist Wind Wile dis Indicated in that $pen schaduld(s) on that Respective Product Evaluation Document 0,9. lingifterIng drawing). Insalletton This product shall be Installed In ables complance with its respective Product Evaluation Document (16 engineering draviting), along with all components noted OweIn. Product components "I be of the nuderial specified in that product's respective Product Evaluation Document (i.e. anifiridering drawIng). Umfttions & Conaftions of Use: Lim of this product shag be in strid accordance with the respective Product Evoluaturn Document (I.* engineering dnr#ft) as noted h"n AD supporting hog Structures shall be designed to nestat all superimposed lotticis and shag be of a material Wed in this producfs respective strichor schedule. Host structure conditions, which are not socaunted for in INS produts r pective anchor schedule sholl be designed for on a shii-specift basis by a registered professional wngi= A41 components which are permarNently instuilled shelf be piolected against CorrOsion. and other such damns at all #Nnvw This product has been designed for use w4hin and outside the Hiah Velocity Hurricane Zone IHVHZ). RespectfiAlly. Frank Herinardo, PE Emeitiugtmg; ExPiRviss IIIJAW46549 I Cen Auth 98115 160 SW 1211 AvEkut SUITE 106, DEERFIELD BEACH, FLORIDA JP3442 (9S4) 354-0660 1 (866) 396-9999 TtANTIREPiGiNatittRuExpaess.com EhriLii*RtPHExFXut*s.com 4 A- IM �F 'i CAR T I J XD A tm� 3: F a A 'A rc \0 F7 t. 10. 0 -wt I WALL 00LAIT ITACIIIIN ".P.JIL Nis C_Rj 1-11�11 4-f '�rrr A 9W r:R x Cox It; 1 .2­.. �41 A, .:N1 "!n! v4T 0, zcr� W A A cr, -T 20-31SAIT's I 'I, W, i LAI AFL, �In_ 7_7 1 -111 T�f (D.��! RIMINI %H:114W INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANELIC-1 INTO POURED COhICRErE. CONCRETE BLOCK AND WOOD STRUCTURES CONCRETE BLOCK 0 12' Mc. REQUO". t/4-0 TAPOGN MIT :"MADE! HEX TOM Woo ANCHOR 4P Ir OC, at FROM RIECIA EDGE OF EOCE Of 1/2' 1/2' L $A Imm A, AT 11 0;3�0 i: I' NIM. An "Al 0-11PARATION. I Min, E 10 CLASS ____SC"-R ON L1.6,41110 POP E IMN to GLASS C OIL RIVET RIVET _4 6,-(r 0, _O` s 9 Mo. WAY PANEL LENGTH As I I PANEL LINI 01 etin. R-SEPARLAY I MAP I _. I UNISCM 0, TO CL45S 10 OF L/4'0-M2' or 'L* TROMOSCRIEW E,D 'v 1 2 Cl) TAPCOM ANCHOR V4-11 0 12' or 1/4-0 5APCO4 ANCHOR 0 12, TLC EXEIRING POURED PLATE 66PACRETE OR CONICACTIE BLOCK REOUIRED REQUMED WALL MOLINTING MIEZIM SECTION IZI APE011VME SCALE 3/8-1 SCALE 3/8- 1' z 0. T % FLORIDA BUILDING CODE High Veloctry Hur loans Zone)l (Non MOM, "I". P06NEL LEPIM D. 441 mn" M F.P. 24 GAGE GALVANIZED STEEL STORM PANEL 11L BE 2 -6* I. INSTALLATION ARE ONLY VALID FOR MAY. A.SD. DIESIGN * E PRESSURE RATING +/- ADO P.91f AND rSS TAI E Dc-�12", 11L1EC0tNL7\ GLOBAL PROTECTION PROOUCTS. LLC. PANEL LENGTH. '10 - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD F =..-A- N%; A* it FRAtv 111 ZIA 17v� A. P'.- RA, .1. 0". MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 20-i7S DENSITY OF O�55 OR EQUAL, ��75 _ - - I i A- r-M SAM Jk 0 ALL AM RICAN SHU17ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS �HVHZ & NON-HVHZ) I I TOP MOUNT TYPE AS OPTIONAL,IV-20STITCH BOLTS WITH WASHIRED WINGNUTS FAFFERED 0 OVERLAP$ 0 WDSPAN (USE APPROPRIATE SPAN TABLE) MONSOON N111111111111111 lill lasn" MAYBEA170 5.1107011 rl"\ TYPICAL VERTICAL MOUNT ELEVATION k,,V N T 2, ELEVATION TOP MOUNT LIM Cc" TV `E_N (SPAIN ABOVE AS REQ.) CTIOI T_ TIOM Q (LOCAr LMI ....... N BOMM Mclurft fmm-/ L. Z TYPE AT, IMCID) e.&DIJI] OPTIONAL X,20 5MCM BOLTS WITH WASHIERED �I'ArlIL5MA*IBEPXrll--"�ll,IA!iR=LQUII.I.ID, THAT NNEC-1-M AND PRONT DED Tr6 N ANCHORS, ARE WEito IRRICH SATISFY WINGNUTSFASTENEOD OBSIPMTION OVERLAPS 9 MIDSPAN (USE APPROPAIATE$PANTABLE) VERTICAL MOUNT ELEVATION /-2'*N (NOTCHED PANELS) \111/ N.71s, EUEVAITCN ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANES MINIMUM SMRM PANk A SOARAI ION f ROM QUA$$ INVHZ. WIND ZONE A 4 ESSENTAi FALIIITIESI MAXIMUM OE'NP` AUT)WASU INSTALLATIONSWESS INSTAIJAnOft1irREAIJER1 1 ""S"J'A [SPANIH-) THAN 30 48CIVE GRAVII tMAMMASOVEILALAOI I (PV 1.40 IT In 45 "DO In 6,06 1. 2,16 In -11W 00.0 In 6064, 1164, 1 2 7.1 SPAN 5LHEOULL NOTE5: A. MIER SPJ414 SCHIEDULES WITH NEGATIVE DESIGN LORD % PANEL FASTENER SPACING TO DIETERNINE MAXIMUM ALLOWABLE STORM PARK SPAN. SCHFOUILIE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGAT 2 'PANEL FWENFIW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (-r TRACK, STUDDED ARGUE, kRCY VSE 6.ZT' 0 C, PANEL FASTENER SPACING TABLE VALUES POIR AILI, H"� AND'U*44ADERS (INCLUDING WILD OUT CONDITIONS) AC, CEPII OTHERWISE USE NEXT HIGHER L04D GLASS SEPARATION NOTES: I, ENTER SPAN SCHEDULE WIFTH POSITIVE DESIGN LOADTO METERMINE MINIMUM ALLOWABLE SEPARATION FROM T14E OPENING TO BE PROTECTED 2. scmeDVLEIS 114Q41REDFOR USE Wr(HPMtlVf LOADS ONLY INTERPOLATION INEMEW LOADS IIS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD 3. MR ]INSTALLATION$ OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION r.r4==1=.DN0 MINIMUM SEPARATION FROM FINE �N MAY VARY) MAXIMUM ALLOWABLE DESIGN PRESSURES: Z, i7c;Tm I IN CIFiliGN 'FlErIULE, DESIGN NOTES: MIT ET UaIZI I 11T IIN Is -Vge H TRT SYS L BE ET 11 INED SE IINGINMUNS IN A REJA W Ii THE I I ANCE H AN CHAPTER I OF I BUILD; E Of LE-58 THAN N OR 0 E 14 ED SIGN P URE Y LISTED MERLIN FOR ANY A FMSLY AS S N AM GENERAL NOTES: jig Tilts SIN5CIPICATION MAII BEEN OISM AND SMALL lik PAIAKICATED IN 0 ITS PIT, FLORD BUILDING C WITH M `H D"C" or"O " AD D DIE C` I HN016 AA Us ALWI GATE IF M _'T Do H C MAY "' �Q-_UND`2. To UL ALO PE AN' CAN NIA .1 -NAL C rEN R Usdo IN THe PC ac. Ass AN UPO �_ NAS USED IN THE, I AsUssre THE �Iinrft , PECO, THE _ RE A FA H ; W MAC U."' NA is IS 'ALL'UTI'DAYTH.". IS TRE I WHICH R IAYETILITT��P _N. CAR, AT "I".. ALL, RITIJIMED IN At AM , ECj. It Al n t �UA EVA ON UP ON , co eo AM 'A CIA dr. ALCU ii. A, I ASIA, A It . . . . . . . . . . . . . . . . C ACT , ENIXT FOR ALTE. TE NSA& I N E %AY 90 A%UIRID THI At 01 IS 111NIPLIC AND NOT Itowpe 9 I S NT.191.Dr4IU!D"111 N'. 11"Kno Aaft.'Atsik POP LATE CONDIT10146 DEW PART FROM .0WILINCTUIN Wrrh HR!, DOCUMENT 065101IRESSUftESPICITAD I HEREIN ARE EASED ON WAKHRIM TESTED RBSNRUINVIDEUSYO, .� TV FACTOA. AWO DOM NM 05";&T2nAy3I!`V0V14VZ � INC., A. ANY APPLICABLE FENRAI-elTA. A1.1D IaA4�COOES . A AT (?I. ALLs`TDWePAN1UAsRAU� A MR14 PAN GE Q GALVAi11X0"CO=AA" To ASY" 14"UH14=1 11: WM "IN, "111 $HAUI.1116U43,T6AUjMjNUMAAUQY, P 4 sm THAT 1 1. PANELS SWSE PERMANENTLY LABELED WITH AaIMNAM F PER EVERV 3.0 1 P A. P (1� LA92L VISIT ecALmorsirm ;V,M,V� OWABLE SPAN SCHEDULE j At At in a NO loom Q_�� InANInIt, 'Woe," T�t mlm `0 EnTH I-,n.-nY, CI Z AM -1 L MONAL INTERIOR FASTENING DETAIL N ;V,M,V� OWABLE SPAN SCHEDULE j At At in a NO loom Q_�� InANInIt, 'Woe," T�t mlm `0 EnTH I-,n.-nY, CI Z AM -1 L MONAL INTERIOR FASTENING DETAIL N in Cc rA 011�,Io - I' I t `,` otwtx Anl� CA W"'p, sc,t" III. HcAt Or W�Iltl -1.011 Ic- 1w too Pro Dt a I-ANII-1.1 "afth 5-jh", LV "' I "He Yllul QW. 11� AN- 20-315 AL EGRESS PALNEL DETAIL T M FASTENING T P,, a 4" 0 Og L� As N 0.0114] 1 94" T 0 125'_ J 18 GA 4� M. TYP A 062 1030" Al, 7 ke 1 4 7_5 i; , W,., '00 726 1 2 -4 240V ma. FYP Liar 121_1� em-sw- 111,1115,41IT V' HILAPAR OWL=- @i±ffA0-ff- , t, N-A A�f 3 380" MAX 1 03131, 0 r 0541�jj_gf�,!Ifft&. vw� . I, Sr. 0.190, AM 12.500"PANCLOOVERAGE CASIO, L M" 14P FRE 'I m 0 0 A 4� T IM ofit "rj 12 50 �56 1467"'PARIII.LEN I- LOA P'O A d1c MAY N WS D. T �_15.09cr 2, � . . .11 %, L 7 1 TYR TYP 0 957t4-4 Lip D'V TRAIN 0376"- ST. UK; CK 0.12 LAW, OVEF41AP 25"MAX. 4'MI A CMAKILOWMILIFFAIL L.- , , 0, Or -T " �-5, MAX Eli BUILD -OUT or. 7ANCe �4 ,I., on. 1-4. PROVED LOW' OVERLO MAP I.Sor �w MAN MIN 1.. 114, A LSODI 14'MAX. MIN BID ANCHOR SPACING SCHEDULE* 24GAUGL PONELS, PANKFASTEPHIRSIG 12VOC 2.15" OEM 1! 0 "Ad wissix TYPE UP TIC V.S. I NEAR UP TO 14' 10' WKS I" t% CI C3 CA C1 C20 C1 CA I CA lit T`"M` CA W24' C ogu.63 TV io ALF, 01 A 7� 9.91 %1.511i14.0111=2111 6.4" t2.Vl 116.0" An" 1 62 Rs' Il.r A I'd 901"14.5' 19.61, 4. 2111 111$* 12-5`1 010" 9111 1 CIL, 11,WI All� As III lo.V, AV '1:%" 111" R�t R` " i Lj- 12x- As *' A.' 1 - 11.3' I'll. 3.4" 1215, 3.4' IZ,5' 1 11.4" 121" 16.0" 91' ;, F.F. +1 ;,1 ?a A %SO #0 AID" 114 10.7 1XV, 111.01 3111, O.S.. 327. jjE IA.S`1 ISO, 11,1011 11'r 11.91, zlrW42ula As An 22 IZ-5`1 a, A4 a- U0. AZT, 1 01. 141011 - ISO, ILVI i4o, i2xt- Ap.r. is.0. ALV- IL 7-- 12'r SID, i1e, �* 4.�, 12.31' 1 11 12 T' is IT, 1LE 12.5" LILT' 12S iLy.. 16.0" 12 F, 12.5" 1016" A",, 111-51, 29-011. 0 12r 'g,611 12j;j ILI" As -T 41 41 11 t;Lr' iLL IR.01 ItPo'. 161011 JAW 1, O� 16101 12 1 in� If 1410" AM.- 14.. At 3tlq* too CNIAM 33 I.*.. tIt +1 40 U 72 12 rrW &S. TAPCIMI 01 40 *-now 5Z 11 1 A 4.2 4.1' A, , A., 0.25" 101* 4.1" 141r, !q` "s" 111.7" 4. 6125, V 0" GAS" 10,7* 4. 1" 4,9" _1111" 71R. PIIIIIII A. a POINIslait) Iia +1 1. ILI': !Ln is F I F "r =tfs W ar jur U.S.- �u av Alin r DYE to- 16.0- 7.g.- cr licy. 0,r %N.C. 14 4.4' Lr PIT 172F ::2V P 1"TI.' 4;1�- X: At: 214- MOB DISTANCE Remo Adam" FREM*t (W] - 1. 1,, -1 .. R OP 0 '1, 1 r CMN Tryl �N"pa CA CA! a CA 171 C1 CO CA Capin T"l C1 C2 C* WS it""a 33 48 72 ta.r 16.0', 16.0" 10.7, P4+Ty, 7.r 22.y, 15.0, 16x" cr I, '- , 14 r ls+r ­" 5'r 11.13' 14 11" Owl ig. �0" C A 0. g M _*,, 7-S, 12 14.7- 6.0' , 2"V 36.01 IC71 641, 13 V, 47-11 14.0`1 Milo. i !"; 125".30 lt,01*1 1" 1,41r" so, 12.5r, 11 W. �60 - 1! a: .14, 1 Ur CM=- 33 WO006I 41 72 ILLS, iiiff:E 22.5" U., 161. 11T. 116,01.14A. ALI" IZ4 16.0- 9.71, 3.6" Ait'it, 32 21 L2,S` 11.0" Of' ials'. 16�O" AILG'. 516. 12, T' !i,- 'N. 16.0- Ar SO" - - 'A, CIO 1CFAV 41 49 SL I I j2,5L1 UO' V31- 12N, 167 111 0, 21+ 12.5" 12.9" 111,0"10.2� 14.01 1,21 =25VI At i2:E" 16, LL4 IE1,11, TIA'" 1Z.V1 UR, %a r 16.E 16,01, 14,0`1 stt A, AN! M 15. 21LO! 9.111 VIV % lie CAM N__ A, I PPIWITI"Y"n, AT WOOP lus"a 49 12 EM C2 ! � ,;;; In; RK �� W�a. to,- rr! I, : R 9 4.11" 4.1' ILLS, 15.41 5.21, %25 , m W 14.2- ST, __ A, 2 1 2.1 S21, 12 r 4 V. 8121 1'. ce. 411 ANCHOR NOTES: 11 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CEFMFOD HEREIN, 13UT ONLY PROVIDES MAXIMUM ALLOWA51.4 ANCHOR SPAONS MAXIMUM ALLOWAM4 SAMS AND PRESSURES INDICATED IN WAN SWEDULIE SHALL APPLY 2 EWERANCH BASED ON PANEL FASTENER SPACM, THE EXISTING STRUCTURE IAL, & ANC TYPE SEECrM)GN 0 GR. THAN OR EQUAL TO NEGATIVE DISMN ON SMUTTI!R AND SELECT SPAIN GREATER THAR 1! TO SMUTTERSPANISELECT CONNECTION TYPE "BED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON S. "PANELF 7 91US"AUSTUDSUSEDINZOM NOTION VP`rRACX,S_TUOPSDANGLJ, ETC) USE625"04 PANELF NERSPAONG TABLE WALUSS FOR ALL H..=US;tHELfjKS I " G BUfLDOU7 Callomms) 44 a ALLg N 4 AN 113 IN ACCORDANCE WITH MANUFACTILITLERWRIKOMPIENDATIONI HOU_OY' OU' UPE SHAU. CONIMMM TO A" C90 BLQCK� I NIM. . 1946%r=ff. AS NOTED IN ANCHOR SCIHEDULE, 7 MYSUMUM EMBEDIVENT AND EDGE DISTANCE RANSFIR LOADS To HOST rTRUCr RE CRETIE ANCHORG NOTED HERE BE I EDGED To UN D NCPM ONLY IS =44MV7 C FIXISON"OSPIDITIONS' RE. 'r 0 S% ViNlrWY HERE EAST.. TNT...I�UATIL WOOD IFRAMAIG MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD I ' 5 ONLY MR SIDE CLOWN! PIKE 10, WHEREAN N TO NARROW FACE OF 67UD FRA�114% JIMITEOERSKIAL BE LOCATED IN CFNTEIkOFNOMIkAL2,X4'(MN,)IVOODS7UD�I EDGE DISTANCEIS ACCEPTABLE FORWOOD FRAMING). WOOD STOO SAALL BE "swiHiRIN IN �i' G-O.SS ORGAIIAIIER DENSITY, LAG SCREW SHALL HAVE "Llips PAN HEAD OR HEX HEAD, It REMOVARLIANCI-IORSARE DEWALTPAf4lLMAM,ALLPMTSWUI>�SE'SOkASSOU5HlNG 12. MACKNE!"tVIS WALL HAVE 111" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN H9,04TRUSS HEAD OR WAFER HEAD (51 EAWALK ltW.N,O Is. =M SPADEDMIENT AND EDGE DI, 'T RIC A 6XCLU6k STUCCO ORDTHtRt1 W LL IN 14, = GNATES ANCHOR CONDITIONS WHICH ARE NOT AOMPTABLE USES. IS * DIRECT MOURYING CONDITIONS - IS LINM INTERPCIATION M NOT PINIMITTED FOR U$fwMj THE ANCHOR SCHELIULIM, USTED ON THIS S1,1EET W LAS Alf; oil V) If 9 (3) > 0 ZZ APAIA, 0- 0 2 6_ co -X3 =3 -0 0 CIO Q C) -cu in 0 a 0 CU 0 0 U.M. 0 CIO > -0 0D In E cD 2 F­ CU M.0 W Z Z W Mj :P LLJ ca " = C_, L C,:. #JA W C= C`4 out C13 91; Cc CIA CIA -M W CAP Cj cn "M a) W CIO 0 16- (D _#AAMAIP 0 cl) M W Z Z ._j SHEET NO. SH 1 .5� *1