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HomeMy WebLinkAbout36412 Garden Wall Way) a 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 ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK 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 BIT. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt Height SL 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) SQ 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 KNVALL 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 Latin. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. 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 Cemenfitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW 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 UNO 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 WIC 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 WM. Wall Mounted (plumbing fixture) FDN or Fdn. 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 WVVF 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 UPDATES REVISED SGD, 06/01 /18 4.1 A T P %r A r"% 06/07/18 4.2 REVISED DINING WINDOW TO 35—SH 12/19/20 5.0 FBC 2020 CODE UPDATE ---------r----- — - _ _. _------"------- [LIMII E71E100�'J 1:71 D El I--] E:1 E:1 l E-1 L---] EEl E�] E]=4 1 E- -I i L E N INI/�R� 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN ' 4 ROOF PLAN 6 5 FOUNDATION PLAN i 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 takf 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. c N CID Zo > W t1 per, O C !O t> N C u' rz. NJ .p N L N C4 �p 4 y aW Y d a-- . V 0) to c m a G3. U ^7 �NSE• i F —__ S i lit, N � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W `r EE 8 N N $ a di MLQ A 0Q � U. LL W LL Z 0 13 u- 2 r cr) a m :e_ 0 1% W W g 04 0 r- m Z L 0 � M Z N OU c� cn z z Z J CD C ■ ay-1 s u. 13 WQ ) 0 8 V) U C Q • S� ce) o J iL E aLL �a ow l— m 3 ZEE mro °a �o �g �c § 0 ZZ Z > o W aWzW Jo w I ik ° 10 LO is 00 co o Q Cr C:) O LO co (� co N N O T LO T U-) T 00 ch N T Z Z Z E O < o c a v � ] NO: 22-12357 CALF : AS NOTED SHEET NO. C S 0 60 0 n 0. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES PER FLR. PLAN Y� i Itr, TEMP OBSC 00 o i4 li I a a 0. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0-- 150 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR � ON BATHROOM WALL TOWEL BAR TUB OR SHV 4SIt� VALVES ®ate MEDICINE CABINET TOILET t4 PAPER tO SOAP DISH r HOLDER qp } ? �C oLL n 9 cZ>t tv > M O TUB FIN. FLR BATHROOMS SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS t LINEN 30" H UPPER PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET ¢ 36 H BASE FINISHED CABINETS COUNTER TOP 30" H BASE CABINETS 6000 W. MN 4 F� tq i. L;L 1,_2„ 0o 2x FRAMING.4 M 1/2" GYP N `� N F N t? BOARD FIXv FIN. FLR. 2X P.I. 501-15- FLA I t:- SHELVING ISLAND COUNTER CABINET BLOCKING � ALT ^ I I I AC PAD I °;t� it l LO Q r 60 1'-4"X114" "L" SHAPE CMU COLUMN 5'-0" 10'-4" AC PAD TYP, @ J 2-STORY Sl 35 SH DINING �1 8'-8" FLAT CLG. T CARPET LO J S6 TYP. @ 2-STORY GREAT RM 8'-8" FLAT CLG. CARPET F J 09 4'4" 2'4" 6 8'-4° 1/2 WALL (3) 2x4 #2 SPF O LID N OR RAILING STUDS W/ (3) PER SPECS 16d NAILS AT 11 FLOOR G.T. BASE ff I I I I I II I I I I I - .._f ..__.._... i_,,a I I I I I III 1 I 12"x12" CMU w/ (4) #5 VERTICAL TOAB 2x # SP r u -4" �, LANAI 8-8„FLAT CLG. A.F.F. I I I I I I I O I I Ana4 cr_n I 11, i F 8' ". F�T-C G. TIE iv _- �f FLOOR G.T. rcQ6� SHEAR WALL EDGE OF SLAB 2" BEYOND WALL W H 4-5 Q BUIL ER TO PROVIDE S4 APPLIANCE PROTECTION C HEN REQUIRED PER FBC S3 H1 - W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE CV)o J LU OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. J S6 Z o W GARAGE ' TYP. STORY - > 8'-8" FLAT CLG. A.F.F. ENTRY ' � ' N 8'-8" FLAT CLG O Q W Z > U_ AFF - - - - - - - - - - - - - - - - - - - - S3 - I I I I TYP. @ FLOOR G.T. I SINGLE _ _ STORY- j 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE 1 - INTERGRATED INTO K WALL W/ (2) #5 TYP. @ S4 HB I VERTICAL I s, GARAGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 70 OVERHEAD DOOR 0 _I $o OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 Q +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25� S.H. 13 20 X 38 J 181 X 37 S.H. 14 20X50 18#X50 S.H. 15 20X63 181X62 S.H. 16 20X72 181X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 � X 63 26 X 62 112 S.H. iH6 47aX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381 36 } X 37 3/4 S.H. 24 37�X501 36�X50 S.H. 25 37 � X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 # X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 521J X 37 J S.H. 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54X72 52JX71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" e FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE 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 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walla 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 1-318" 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. a From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided With a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN -A e+� •� M cti a Z Q c w L c G' ram-, c c ti (--� u Q N LIC a, d .y c a & . r' a c E �o n I�i�����f'�f OHill WN J 6 & U rf/ fin'` E 5510 � 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 engineedng portions of the drawing pages bearing Engineers signature and seal. t» � o 0 Q 0� �S ,n w $ ti MLo44 a 0Mv� 06 1 J �u-, , Ua z 0 rr(ppp v co a In4 W W N N c� Z d OU Z W 0CD z � z J Q) Co ro •V Cn LL W W O - g ]k t/) �N L 8 5 M (n U � r_,., as u U Q � • see o MaJ w Z U_ E ZO at >N _® 7a 00. W L)V _ O 1'3 X V O 2 � D 0z z N � L o ao wz m0 N Z W o NZ �Z g s 0I� 0 0O = Lo O rn i 00 co 3: O �-� (T .. O � U) m � N � � Lf) \� ('D N O) N Q T 04 Lin �. U') i of f0 4 00N M N T o ? E E :: c tl JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. 1.� I I I 11 I I ll'll�l� � Il I�IiL _ SIN T r CONT. HANDRAIL RETURN TO WALL DETAIL ASCALE: N� 42" KNEE = ICO WALL WITH U05- 1x8 CAP & CASING 1x8 CAP & CASING STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/411 (16) RISERS AT 7 -9/16" 10" TREADS W/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. - STRINGER TO BEAM/ FLOOR SYSTEM TYP. ' 16 MIS 36" H. CONT. X 15 --� GRASPABLE _ 14 RAILING I 0 �� 13 M I ' 12 I � 1 Orr 11 op 10 _ 9 1x TREAD �I7- `' / 8 STORAGE (TYP.) o 7 UNDER 50 I ' I 6 STAIRS I 5 2x FRAMED I�,'4 WALL 3 1x RISERS (TYP.) / 2 (3) 2x12 1 STRINGERS 2X4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1 /4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35i MP34 CLIP TO FLOOR SYSTE LANDING FRAI (2) 2x HD REQ'D @ LANDING STRINGE CONNEC SCALE: 1/2" = V-0" 2x FRAMED WALL PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING FLOOR SYSTEM 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE H1 6 B D2 J SI 25 SH MEEEE *EGRESS w U) to LU 3 D2 SIM-. W/ (1) MSTAM36 STRAPS @ BASE OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. BEDROOM 4 8'-0" FLAT CLG. CARPET 1/2 WALL OR RAILING PER SPECS 11'-A" 2668 2668 BF - 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. (*)>9'-0" 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" HEADER SCHEDULE MARK HEADER SIZE REMARKS F(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 <e>(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 25'-0" I I I I I I H1 j 61 I VG) TYP. @ A °CORNERS 25 SH 1 I *EGRESS en" v To I I IVA `4 caI `r 4 5 6 7 8 9 10 11 L----- -- -- R&S 2652 F71 JAHX <V 4068 0. BF 5'-10" 5'-03" c: ^�r�00 Vv/ I _ G.T.- 11'-2" 2't FIBERGLASS Cl) SURROUND -l- U) TP - --I- -- - -91 -- 4' I 2 b fn °= , ' 2 8 >T j 6 H1 - 11 \- O LATCLe - Fa -2F. D2 ._ ILE to 11 4-SH R&S ----- ----- WIC I 8'-0" FLAT CL A. <4„ 206 . % CARPET I U) ArQESS � I ir �� LAu= 2tL�1 I -- -- -----J -R&S 9 � n 9 O � -�- V-11" DN 16 10" 0' TYP 13 14 15 16 1 5'-11" 00 CD Co N LO BEDROOM 2 8'-0 FLAT CLG. CARPET I I All-M TECH CENTER T-9" OUoa tsr� I LAU N W. 8'-0" FLAT CO, j TILE T-10' D. I BEDROOM 3 8'-0" FLAT CLG. CARPET *EGRESS 2 SH 25 SH H 1 g © 39 22 D2 D2 D1 D1 �e JAMB STUD OVFR�H1 ENTRY TO BE I v I CONNECTED DOWN PER DETAIL 6/D2 -----J -4" Iry SIM. W/ (1) MSTAM36 STRAPS @ BASE co TUB/ SHWR TILE TO 7' A.F.F. `v 6 H 1 D2 O -HANSON BOX @ 36" A.F.F. J Q -DRYER VENT THRU SIDE WALL -WIRE SHELF @ +54" A.F.F. r J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE v 4 in OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 rB +29.7 / -39.7 © +28.3 / -30.8 D O +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25 S.H. 13 20 X 38 3 18 X 37 4 S.H. 14 20 X 501 181 X 50 S.H. 15 20 X 63 18 J X 82' S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1 H3 27 1/4 X 38 a 26 x 37 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 4 X 26 36 � X 25 1/2 S.H. 23 37 4 X 38 J 36 J X 37 3/4 S.H. 24 37 4 X 501 361 X 50 S.H. 25 37 4 X 63 36 J X 62 1/2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 3 WIDE S.H. 32 54X26 52�X25} S.H. 33 54X384 52}X374 S.H. 54 X 501 52 1 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 J 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 314 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. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 -A SCALE: Y4"=V-0" N ` C ' " c z .a a 0 6 c I' o ��C`4 �rCC U- C LL O- N • R O L N N � I_ 61 U � Q •�' u d TCK.� ++ E ev o a � 0 'Ci F� _ � 0 _ � t�,� . �G �• Gb 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 potions of the drawing pages bearing Engineer's signature and seal. W H E 8 O� M � r- yR °! M" LL ai J C W Z �LL a u. .8 d o �2, m ILW ILW N M Z d J �V y Z _z 5� Z 8S z Q - 0 'G N w V) �Ul M w M 1 V�' v c � d410 Q�� • s J E ai s a�i 2� Z Cn C: � OY �8 Z Z J �OZ Q K � U a WU o 04 q y � �tt IIIIIIIIII� zl� g 3 f2 > Lo Q 00 co O QCr O CL M �: LIn �..' O � 00 (O '0 o N 0) N O T T LO r11 T E E M 00 N z° C a E B c a a E 0 :3 JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. 1.2 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - - N - -`c --_ — HDR. EXTERIOR RAISED BANDS OR FOAM PLASTER ON PER COMMUNITY FRAME 00 SPECIFICATIONS `~ FLASHING -.._...- - - - 25-SH- - - - - - - - - -------------- 1 -- N o CJ / WEEP ---- ---- — ----- —— — — — — — — — — — — ———--- --__--———— — — — — —— — ---- SCORED FL I FL 11 I� a ^� STUCCO __ _ U E1717F710FT-771 ao 50 N i— _.------- __._...._El El E::] TEXTURED co L�J" -- CEMENTITIOUS FINISH ON El F____1 N 4„ - -----1[....- - - - CMU (TYP) ---FIN FLR 3068 FRONT ELEVATION - A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 - 14.0____ 2ND FIN -FIN FLR TEXTURED CEMENTITIOUS FINIS H ) LEFT ELEVATION - A SCALE: 1/4" =1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. overing 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 1-112" 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.0-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e+� N O N CLi � Z N a 0 W Q n o M� — a� pc LL. a N N Q N N N Y d �a > Ca r_ c 3 V N N JU f..1 N a oc .1O a. as e9 4 or � OlW • ro Q t �Oh�OQ • \, q 5� F1-0 .�rf/�ll111111H\��h To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W iW- g 8 S V a� N - r- N rn 04 (ii N p �1 y M �7 � � _J t y LL a Z Jut m°f o rag m Z LLW�°'°' 0 NZd04 0 z OU 0 z z z � CZ U_ Tom' J 0 L.Li W � U Q Q o ffi Q E oLL zo Z - g g� �€� _CD "�a •� ra �o -8 x Z >Z ZC rA J < b Z Z g as WX. 3 -o �k S 0 � YID O Lo C rn nY C9 00 r... c � ,. Q Cr O (n N H In O N -v I*%- 01 CO C7 04 C� N O LO r•• T 41 m CV) NE z cc ZEoQ n C a i c9 10 J, a o CC. °3 JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. 2.1 i 3 i 3 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 — 15.0 FIBEREGLASS SHINLGE INSTALLED 7 AS PER MANUFACTURER _ , -r SPECIFICATIONS T-,f � 1 .? J Z L.� -a.- --.- - — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — -- ---- EXTERIOR PLASTER ON CJ FRAME FLASHING 4.01 12 25-SH 25-SH .�., - — — — — — — — — — — — — — — — — — — — -------- ---- ---- — --- -- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 35-SH -L_J-------------------------- 1----F ��D REAR ELEVATION - A SCALE: 1/4" = 1'-0" V-0" RIDGE VENT 12 � 15.0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLASHING � 1H3-SH 24 SH 12 4.01 ----- — ----- CJCJ --------------------------- CJ CJ/WEEP R... I----------------------------------------------------- V----------------------------------------I- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) EXTERIOR PLASTER ON FRAME 12 �4.0 ----------- RIGHT ELEVATION - A SCALE: 1/4" = 1'4' 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. overing R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 eh N ca � N � 0 to - r' s u, c QU c. tom. P t Q d N d E� �1�� a cc 4 t Wto o a' ca � `\\t\\111Uti11ltll///// O W SE „ o v _ ,Q `' U �O. O s �= F L O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W Q N V � 10 (n C11 0 ik U. it C J U W J LLLL CL Z a 4 d r" o co d l- ILZ N W El 0 2 v Z N M z ffi U) N z LL L2 o �0 O V) C14 U Qc N s� w J LL E = }}Z ZN CL ~ oo U Z o ra N O g w O &Z K �� m� 0 Z W C c Y ZLL 8 8 W �I O co u a 0 c O U1 Q_ O rn E m 0 L 00 c m Cr CD % C U') ...� O 'r3 M c O N N LO T. a T ui M MM cM N a 00 rn r c Z Z = E O E f? € m a U Q p � JOB NO: 22-12357 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 ANSULIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17,1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would Include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FRTF 37— WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �eD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J 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 � 01 014 to IIph4 8 outlets HEMA t10 012 to appliances and GFI I I 160 AMP/. 200 AMP 10 010 to WH 10 #8 to Range 10 OB to HVAC 1 - U. -_l,- 7RT-_._...-_ >-A X- ---�. n 200 amp 150 amp UNDERGROUND L SERVICE BY POWER CO. INTERSYSTEM BONDING TERMINATION PER 150=2/0 200=410 in 2" Conduit 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. U.C. OUTLET SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: Y4"=1'-0" a----LANA]---- I I AC PAD I I DISC. WP I ��� �v� I GFI I GFII q[] II ALT 11 qP 11 AC PAD 1 j— , L ====J ID DINING LI�H AS DE -- - — --- OPT. 5'-0" / SP C } LIGHT AS PER --I- i---- --}' SPECS PENDANT I� LIGHT PER -- SPECS I IF - GREAT RM 116Ci GFI I - - GFI12 - a ROUGH -IN FOR OPT. U.C. OUTLET 1 F0 d� FAN/LIGHT l/ FI I 1 I io SWITCH FOR 1 1 O 1 -- OPT. CLG. FAN/ DISPOSAL LIGHT PRE WIRE I I - —� GFI -_ II LL I G I —I �3 u I - t _ moll We ii �- Y ! GFI @ 44° A.F.F. �V 1 UWH.-- I - I w / I aZ I -d 06 DB WP __ GARAGE / } LIGHT AS li I I GFI ` PER SPECS w w GARAG F• @ GARAGE - ENTRY DOOR GFRI ---- -------------------------- I 1 1 tiI I I I I _ _ _ _ _ _ _ _ IRRIGATION GFI I � I / I • I � I I I - I � I r■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -----------CGA-CFiZfGRT5- - - - - - - - - - OR PREWIRE AS \ PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS rn 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 RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. _ICI- 3" VTR 1.5" VTR IIII I� I I I I I I Kam' � I I j I N,�� I _Ili 3" VTR I � I I I \\ I I, � I ice/ � I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN -A SCALE: Y4"=1'-0" e+7 CV a CV co Z c cc := d-0 w O t p U GN O C cc 'jC., N O {p da4� a c m � • _ .or io 3 >✓ � •°1 u w >_ �Q 0 CV To tha beat of the Engineers knowledge, intortnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Mg AfJ ) �edpq ie 0 r- r- -V -9 �LLLL LL = 13 j a. a E 0 O cV m � I j C W IL CL Z 0 —Z d zN OU W C 3 I� Z N z Z c Q v J— �- Ili N+-j z •U W a T� U c tU W UC!, 0 Q S� M M d �� ap l_j 1 E0 EtH 20 �s o. �o Z �Ea -t802 C C °d F� v Y �o � SW W 0, L 0 c 00 : � C) O Q cv U) o N F— m� LID CU .� N 0 L(7 Q T �N T" E c QO 1h N Z z E D �o a E U _j Q O JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. 7 ) 3 ATTIC VENTILATION CALCULATIONS -A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) — Total -- ... --- -- - Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN, of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed - ventilators - - Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 -.----.------ 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 --.. 0.0 (Zone 2) Upper _ _.- __ _ 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: Y4"=1'-0" e*� 0 U ~ > w 0 i s u cl- w C CO C= r- V11 -0 eV upo �y -- +4 o..r�iNY 3C N 01 •C) O .f'C.. Q - � 3 � m w ti -fl U C)) N C O Cr C CL U ti.. +ALL FL �''I kOFESs►ov'r����`�� To the best of the gngineers knowle ge, Information and bellef, 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. 9) p pEo N �(W� O r a7 NNE C! LL d LLLL u a Z o) o- S2 0 �2O'a'.' m w Z ° N ILW Z N O U b3 z � e' Z J W V 0 C/'J LL .0 0^ W IV !� N fq Cq so yy O�M E �z no. z a ao �o C33 c Z LL z o U o A M 121) O > Ln 00 � Q Cr (J) `° cV � co C O 'o IM co O CV N U ) M 00 o z= E O LD a U JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. 4 VWVF 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 'A . , , il - 1- 4 � a CONTROL JOINT DETAIL SCALE: 3/4" =1'-0" N. -#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" = V-0" T I ALT II AC PAD �• I 11 ----J 0 r- c� N rn 4 4 � O T M e 0 J S6 10 TYP. @ 2 STORY TOP OF CONC.I PAVER TO BE 4" BELOW FIN. FLR. co L Q, S3 TYP. @ Z ENTRY O LL I N Z O O ~ O k? 3'-0"x5'-0"x1'-0"- LL Lo W/ #5 @ 8" O.C. E.W. 13'-4" 2'-0" x 2'-0" x 1'-1 W/ (3) #5's E.W. 25'-0" 1'-4" 10'-0" 7,-4„ L TYP. •t I 5'-2" 3'-10" 11'-4" � - 6'-8" 1'-4'1 2'_0„ L4'"AD I M I " � S3 � II •I I• I • • � • • 11 Illy------------------ - I-------- - - - --- ---� I� TYP. @ J PROVIDE 1-1/2" RECESSI I`ll HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFERBASED ON III LOCATION TO MASON'S SCOPE j LOCATION III I FOR WIDTH I I Il c I INDICATES FILLED CELL _ I I W/3000 PSI CONC. GROUT I I llll FROM FTR. TO BEAM REBAR_VERT. _ _ C.J. l 1 ABOVE SLAB, TYPICAL Ills @ ALL PLACES SHOWN I I I I (HOOKED FTG. DOWELS 17' _ j ('EMBEDMENT W/ 25" I Ir -11 I II4XT. ABOVE SLAB "GRADE 40 III of (STEEL" I I Ij j 11 IIL__-J I I 11 Ili (L 1 1 I I Fo n 1 1 I I 0 I p 11 I II o x I1 II W 1 3Y" MIN5000 PSI CONIC, SLAB Ill FOR HERNANDO COUNTY ONLY I I I 13Y2UMIN. ��00 PSI CONC. SLAB OVER I in 1 6 MIL VISQUEEN VAPOR BARRIER C.J. r II 11 15-4" 5'4" 2 -5" 12, •I. it I I '0'-0" ELEV. _ _ _ _ �— _ T I IFtIN CONC. SLAB - I I1 I o • - I 11 - 4'-0"x3'-0"x1'-0" l I I yV/ (4) #5 E.W. \k14'-5-' 2'-0"x2'-0"x1'-0" 10'-7 1/2" I W/ 3) #5 E.W. 1----------------J I --4 -- _ __-___-. I „ „ 1,4„ 1'-8" I� RECESS FOR FRT. I PROVIDE 1/2" x 9 V s 1 -4" et I 2 riZll N 6'-4" 4 STEP 3 1(2 = ILA DOWN C I ao MIN. S3 0 K 0 I S3 I 3+-0" I BUILDER TO PROVID w APPLIANCE PROTECTION I O a WHEN REQUIRED PER FBCt -i I I 9,-4„ 9,-4„ 1 I 1 = - --�— - C.J. - - �- I N I I 1 I I I 1 2'-6"x2'-6"x1'-0' I j W/ (3) #5 E.W. r1r,111 (2) # VERTICALS 1 W/IN FILLED CELL I --I- I I I q J I S3 I S3 L— ------------�--_——.---_—_—_ J 25'-0" 16'-8" 18'-8" 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. O r` J TYP. @ 2 STORY PLUMBING LINE TO SECOND FLOOR 10 cQn TYP. @ rn SINGLE '- STORY s A S3 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 C7 � z V LL N Z C F OU u- ' FOUNDATION PLAN -A SCALE: Y4'=1'-O" e*� N N 0 a >W 0 r-o C V N .mac H C lL G. y !V = N p Q � N yW a�-� Eo ay'i � o � 3 •3 � 7 . N a J7 c E m c d U >v :; ,• ok mcko �f C.??L.\Q L ?OFE S S1O``t� To the best of the Eng neers 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 $ N di �MQ ~ Q% LL u- U.S a. Z g� o ;Qg4� o o z M Z d ILYWI a C14 OU y = W OD CD z z Q - N N (D Ql (D •U c vN LU a ` M J $ ao Q o Eg Yg Z Nc 81 z W J W �� Ln c� 00 Co = O Q . c 0 � c � '2 I� CO N N O 0) I.() r U T E c M "` 00 r 0 Z m a E O v w s Q o ,`o c 31 JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. 5 2x BLOCKING J TYP. U.NO. V @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING FL5 2 q TYP. @ LOW ROOF 04 tiV v v ��h� CJ4G CJ2G CJ2G 2 D2 CJ4G CJ4G P2A1 I GL1 © • I ji _ i�wi�i■ii i� FM I I - . . OF • FLOOR M F. I _TR1 J* ' : • Ca-LIV O.C. v 1 � S5 SIM. @ CONNECTIONS (z)� II 39 II II II II II II Cc�I�I�I�I�I� A TYP. @ S3 SINGLE STORY e YP. X.N.O. TYP. @ CORNERS 1 D2 J Si TYP. U.NO. 0 1 S5 SIM. @ CONNECTIONS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 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 [4:12]-[12:12] ] (SO FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 1 2e I 2n I 2r 1 3 j 3e I 3r I HIP -35.94 -49.57 1 1 -49.57 1 -49.57 1 1 1 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1 -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 y 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: Q 1Q SHINGLE: 7/e" EXP. 1 e%e) or'%2" EXP. 1 ('311s) TILE: %2' EXP. 1 N3 6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 YY8' x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0,131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 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 LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ "'` SIMPSON MTS12 w/ (14) 10d x rf 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ FLOOR G.T (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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 1 112" 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)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/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 WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" I HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8 -10d SP2 1010 605 12- 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 570 1 (20)10d x 1-1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 1 PL LEDGER -_�A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: A"=l'-0" Cn CV up N CD o r m In yW p Q a —o tl G+N M rr L'- cn. .Q N SC a� w � = m 3 u m � 7+ E � o cl-c� 0 c� ego OF v ss) � 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 04c N cb 'In Hi Q Oqp C U. y th sr JLL 4- Z J U. D.W co r °i g W N co 0 LLZ cc 03 NZdk zO N U U 0 W ❑ ❑ z � Z Q_ ^2!: r- 5 GX "d C) u3 LLu � 0 w w V =5 O cp z LA_30 y g E � �` &z Z p E N It '0 �O z �� L mO 3: of 5 z Wo o =� JcoNZ co o zip 0 ` O = 'Ln O a; 00 CO c 0 Q �-o� O 3r CN I— c M U 04 N LO M o Z E O E r to c m n U Q p JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. 6.1 a , 7 U 3 M U --------------� I I I I I I I G_ TVD My`O G U U U v v TYP. j I U.N.O. I I I I I I I L------------------------------------ J —(2) (D TYP. @ HIP CORNERS ENGINEERED WIND PRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHT HEIGHTS ft D 16 ROOF DESIGN ALLOWABLE C RSHPERASCE VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/e' EXP. 1 (24/16) or 75/32" EXP. 1 (3�116) TILE: 1 /32' EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED WITH ASTM r-1667 RSRS-03 10d (2Y�" x 0.131") NAILS OR ASTM Fi667 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. 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 1 112" 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 - 1Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5l8" ANCH. / 26 10dxl-1/2" HTT5 5795 5/8" ANCH, 126 1 Od 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 3-112" 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 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 2 LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10- 10d SPT22 735 8 -10d SP2 1010 605 12- 10d SPT24 1090 12 - 10d HCP2 590 1 555 12-1 Od x 1 112" HHCP2 680 1 570 20 10d x 1-112" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY *"* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-70ODC (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 (8) 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 1.1-1111111 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) Alt OR 2 PLY :ARRIER FX CONT LEDGER) ��A) T ROOF FRAMING PLAN -A SCALE: Y4'=1'-0" SEE SHEET D1 FOR ROOF FRAMING DETAILS M ` e►ti � � o C o y Q � a� d C LA- tl H y ro N a) CL. a, c a'+ C2 . ro � � 4 u w N '¢17 c E '0 o a G w •• G � • ,�v C`�i I •. S -. 1.0 F S10�*�� �\ To the best of the Engineers knowledge, information end belief, the structural plena and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W v O N Cps ai Vi N n0 �! W aiM� LL , LL M (4LL W JLL LL G. z t M d 09 W_ p rn it IL �5 N Z d ZN OU S W UU z z z � a � a P1 MCA(1)(10 N W V� O c U Qc # o LL_ oLL ZO O v wo Z_ 8 E N � 'la `° w W7. � � aO.. _ < �YV� y ~ zCN J O � b 82so Q 3 W 0 02 �Z o o GIs LA > Lo O 00 (0 O Cr C:) O a. U n (0 "n 04 O V) T Q LO ai41 M ` o Z Er 0 m c 3 0- U Q p JOB NO: 22-12357 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, Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 ;; , • , : FORM do GROUT SOLID 8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T Q O O O O O O O O ' • • • O #5 BAR COW. 8RF14-1B/1T 8RF14-OB11T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T ® "V" LINTEL DETAIL pp.O ..v SCALE = N.T.S. 4'-6" LL 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T INI IS In 8'-8" LL LL jYrt UtJIUNHI IVN #5REBAR MIN. ATTOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT lU=UNFILLED CLEAR STEEL LINTEL S r� 4 R = RECESSED QTY. OF #5 Ft REBAR @ BOTTOM ° i= OF LINTEL CAVITY 4 ' M.U. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR i== 8 16- B/1 T < ` 4'-6" LL ff '� t • Z ° 4 ° GROUT i = �2i t J O C.M.U. • } O QUANTITY OF NOMINA 5 REBAR AT in K N Z h, WIDTH #5 REBAR AT a O BOTTOM OF _ uj O, 3'-8" LL TOP LINTEL CAVITY n�l O in r•. NOMINAL-° OTTOM o r; $ HEIGHT REINFORCING ¢ O cre.^ 7.5/8"ACTUAL PROVIDED IN LINTEL w w 5 REBAR AT BOTTOM 8"NOMINALWIDTH (VARIES) m ui AS INDICATED g MATERIALS cT T' pre�9n1htets = 3500 psi. 2. fc prestressed linters - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos 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 i O 9'-0" LL (E) MIN. 17'-4" LL LINTEL PLAN -A SCALE: Y4"=1'-0" M N CO . N GC c 0 m =o Z o "' aL+ O C rC C.0 N C LL tJ. N N .cc N y C i0 .Q CV � � d d ✓ N C W c a> AC • 3 co ro Vo � c o 7 f 0 •� > � N ♦Z >_ _o a� CD w � s y �• FLD Or To 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 - Residents[ 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ul E F o cr) 8 '�. iM LL = _j LL w a � LLLu Z0a l0 C 4 0 L F 0 CP � w ILyWj = in NZ d ZN OU h W z5� Z 8S Q U) a v' Z-8 (13 w .O LJI U Qc Q N r_ M `J� Q r7f E v ZCL �: $ .� v W 3 �& �gg .2O �Ln O 9 00 (0 O O Cr co a. LO ~ 0 -2 0 o N O L) T QLO T 00 Z E O d a U 0 --1 JOB NO: 22-12357 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 CONTRACTOR'SRESPONSIBILITY 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 244NCH(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 f 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 Nz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4,3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. I. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ 1)o GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4. 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7l8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ks1 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'Y BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIALT F THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE SE 0 E CO C S C G WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 sign which identifies the termite treatment provider and need for re-insect'ion and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinkler systems includingg all risers and installed V-0" building spray heads shall nbt be wRhin of the side wall. 4. FBC-R R318.7- To provide for inSUpn for termite infestation, between wall covering and final earth gradb shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1,2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be with metal forms. Permanent forms must be etc., shall made permanent or plastic 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 - Cncrete ova and mo r along the foundation perimeter must be removed before extenor�soo l treatment 10. FBC-R R318.1.6 • Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vgrtical chemipal baro'or•mu% be install,7d afte[ construction is complete, Including landscaping and irrigation. Any soil disturoed 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 TFie certificate of compliance shall state: 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= +l- 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" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N o c a W a N O 6 d cv Y O- V C w .a � w w A! 7r E a w w i IVE , (• vim` 0 i 1 f w r`` p F L To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. a M Na 8 C�rNiv� W r�LLLL LL a V W Lu IL Z Co < ;,� cOD li N OU 0 0 ZV W 0 c9 _ z z v U) V) tL CD fj3 w 0 W LU U c • N Q z0 Q E O V k' oa LR ~g �� zU)c ��LL U W � O aZ U �& Mj JE c C:)O L O � ^� 0 L 00 Co O 0 ca Q CL V) m 2 M 04 N O L,() r Q � CN r c M 00 M N z Z = E O Ul T `m a � ¢ o c JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. S N w IRD Q 0 rn 0 N F1 4 Cn 0 1 H a v i E r is I� '9 a? dam•. 0 0 N r' THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 woad 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 1902.0 2 x — lumber Double 2 x — lumber FILL CELL STD. 900 HOOK r-- BOND BEAM wh ated or (n — a STD. 90° CONT. #5 CONT. #5 HOOK _ BAR BAR 411, 77t-_ 1 #5 CONT. I�1 FROM NDATION TOHIGHEST - BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D i :-` ' SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR ' INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION N.T.S. (Not required if both loaded equally from above) r 1/8" min. 2" min. Filler blocking ; - + 2" max. }Small gap 4' max. , Web Stiffener Fastener Schedule- 1/8" gap ,. f Joist Bearin Location J _ V Series Depth End I Intermediate 1'C ®' 9-1/2" 2-8d- 2-8d r BCI5000s 11-7/8" 2-8d I 3-8d �r 14" ?-8d 5-8d Clinch nails -- -- - _ -_ 9-1/2 2-8d 2-8d when Z BCI 6000s® 11-7/8" 2-8d 3-8d_ possible BCI 6500s®. 14' ._ _2-8d 5-8d . " 1) Support back of web during nailing to prevent damage to -. ' _ 11-7/8" 2-8d 3-8d web -flange connection. _ _- " BCI 60s® 14" 2-8d_ - 5-8d - 2) Block solid between joists for full length of span. Tight fit - 1_6" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. joists 2x4/Plywood/OSB web stiffener - 2" min. 11-718" 3-16 3-16d gCl 90s® 14" 5-16d 5-16d 4 Place together and nail from each side with 2 rows of 10d nails g fired indi 4" max. -_ - 16" 6 16d 6 16d 16GAx1-1/2" LONG 3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite requ en c - - ( - Hangers with side nailing. CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. (NOTED THUS:—) DOUBLE JOIST CONNECTION - Birasmauth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF 7U HOME H C G GARAGE SIDE 0 0 0 5'-0" 10, C� STUB -OUT FOR 0 1'-0" o o in GAS METER d CV � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'.4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10dl nails at 6" o.c. Provide adequate bearing for each lapped joist. nails SECTION an INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6A 1Y2' ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2"THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer y Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 1 beam below Load bearing wall musk stack over blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration, — NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. R N 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T,S. N.T.S. Joist hanger SIMPSC w/(22)' NAILS 1 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE LC 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �j I III —III —I I — Nail with 10-10d nails. — Install tight totop flange. • ' '. ' : . SLEEVE THRU STEM4. SEE PLAN FOR •. a . • FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "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 o depth I -JOISTS BUCKETS N.T.S. GRADE .e i—REINF. SEE PLAN �-A/C CHASE 4" PVC (2) #5 REBAR 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 ° • •• (WHEN SIMPSON H10A REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION r a e d I�i'''TTT • • .. fr 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 d PVC OR SCH40 SLEEVE r-- I IN PLUMBING LINE .d A •' a'4 : 4 4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE 4,1. 4 f 40 L ea 0 N _ c� . o 0 ro p N O N J` ",4. x a G CL — ai C r- 0 0 --:c � u . 3 _ccWCU C CL, O o w X0uu 7 , W �� �• FLO 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 !- ot E Cc, Lo V N ar) .4 �MR� ~ C �LLI` LL a zZ0 L�$ W ILL = N °' i Z 1- 3 N "' W OU pp z d � 01 •U LU o M O w $ V) ul c LLJ c Qc � M 9 E 82 Za Ze O E $� oa = Z ~ N o. ¢ it ,z ¢4 W Z C 2 z !E2 ' 0 Z 'A V, ,-r =U .0 Z6 N Jm Sy �§ W33k 11 8 �_ Z12 I4 (2 O 7LO O B ra C� 00 � 0 ��o Q `° (J) o a N ..00 m 4-0 c -Q lid � CO 0 to O -Q N O Lf T Q r- L T B E 4 00 M F� W r•- o ? Z E 0 c c 0) o JOB NO : 22-12357 SCALE : AS NOTED SHEET NO. SIN 1 x w I x -C r� fv- d S E E S LZ J• CL 0 ti 0 N N 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM 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 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT 16" O.C. W/ 2 10'-0" (R302,11) @ O 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/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF - - - - - - - INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD z APPLICABLE. --- _ -- _ 318" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @, 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 AND @ 12BOUNDARIES, 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 - - - -_ -"� - - = .- „, „„ „ IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 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. O.C. 5/8"x10' WEDGE ANCHOR 2„ x6W1AxW1.4 INCLUDE THE ALL ATTACHMENTS 2„ 6x6W1.4xW1.4 ° a SHINGLE ROOF, SHINGLES TO e @ 4 2 O.C.) WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM = -�- _ p ° ,- `� ELEV. -0'-31/2" �31/2"MIN. 31/2"MIN. D7158-CLASS G or H, or ASTM pZ A.F.F. l D3161-CLASS F, IN ,I — — ° � I �� 2x4 CONT. • 0 `� 12 TYP. ( ) ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING I i —� --I = — I) • - t I _ N �1/2 minmin. 4 ° " °O ° a ( )- •rr4 •' „ „ � . ' �1/2 minmin. 4 oO ° ° T ( )- •TT TTT rl1/2 VARIES CODE 7TH EDITION (2020) _ _ I 1 � I — GARAGE DEPTH VARIES 31/2 min. - 4 "( _ — min. - 4 "( ) A- RESIDENTIAL 8 � — INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'�" 8'T (2) #5 CONT. � q= '.4 � rrT g�� FRAMING SHEET FOR MI N. U.N.O. . SHEATHING AND FASTENERS WALL W/ OUT UPLIFT rGG*� GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcc — ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3l4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" "X" ALUMINUM FASCIA c°N as`� GYP. TYPE @ GARAGE \12"N.O. <�E°sscJ W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING vcs 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. SEAMS. 2x STUDSJ�s CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c° 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT J INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 1U-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS INTERVALS NOT EXCEEDING VALE 11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CCIS3 OR cv G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE 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 O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500# MIN. TENSION 26 0# ) ARCHITECTURAL FINISH (6) 1/4"x3 1/4" TAPCONS "SIMPSON SP1 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR _ SPACED EVENLY w/ (10)10d NAILS C14= 2x P.T. PLATE FIBERMIESHWI.4 WEEP SCREED INSTALLED BAR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 � •� _ -v END OF 2" x PLATE WWF OR FIBERMESH ; E 1x2 PT WD FURRING @ 24" O.C, TYP ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o v , ° • a . i GRADE ° ' ' t. N z GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi a a . 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ? a �" <° o ° FINISH GRADE °o U) [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] g — m °. c� CELLS (SEE FOOTING MONO SHOWN °O = °T� w ° a FOUNDATION PLAN FOR CLARITY _ 6 MIL VAPOR BARRIER ? a ° _ _ R 1 7/8" V' FOR LOCATIONS) — #5 REINFORCING BAR 1x4 P.T. BASE NAILER 4 x4 INSPECTION - i � � � #5 LAP SPLICE 2 #5 CONT. - 11 31/4 BASEBOARD PORT AT EACH NOTE: FOR BEARING WALL I I - I i" � i I I �, � COMP. SOIL. (COMPACTED TO ° ° ' — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS " " (TYP') 8 1-4 8 FILLED CELL TYPICAL W/ UPLIFT ONLY -I 95%MODIFIED PROCTOR ASTM 10" MIN PSIOMAYIVARY PER B AT GARAGE CONTRACTOR = _LI D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE =1 I lTYPICAL #6 LAP SPLICE INTERIOR BEARING CONCRETE SLAB W16X6 W1.4XW1.4 WWF OR a NOTE:EXTEND = FRAME WALL TO C.M.U. WALL CONNECTION rD`�� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG "FIBERMESH" 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 .._ r_ n SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. e° r, `v y I Z_RIES 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VA 6 x 6 W1.4 x W1.4 , 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 ; �r i u �, A , = v GRADE AT 24" O.C. MAX. " " SEE PLAN FOR = " CONNECTION INFO ° • • COMP. SOIL. a oO — -- TOP OF BEAM & LAYOUT DESIGN o =.�i. COMPACTED TO 95% — ( m — — ° I I I I , - (1) #5 REBAR w/ OPT. SEE ROOF PLAN _ e a A a oo < ° MODIFIED PROCTOR — — —I I S E �IVCLOSURE (2) HTS20 STRUCTURAL r E _ — 4 E ASTM D1557) — _ BEAM SIZEC& m. 4 9 (2) #5 REBAR CONT. 3 MIN. CLR. 14„ - CONNECTION INFO M T. . ° 8 ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE MIN. _ U.N.O. 4" V-8" (2 STORY) DETAIL) 4 P.PLATE 2x4 #2 SYP P.T. FRAMING w/ ins° MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 w_ Q SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. g W COLUMN SIZE AND BASE rM „ 1/2" FROM SLAB o LU CONNECTION INFO. SLAB STEP &RECESS S.G.D. 0� '-011 CONT. BEAD SEALANT SCALE: 3/4"=1'-0" OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND :.: • . ': Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT a �' � 'a.: -3 1/2" SEE DETAIL 16/D1 FOR _ COLUMN TO PORCH SILL is w/ 1/4"x3" TAPCONS MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS E •' ' GARAGE c ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING PAVERS z r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. R FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8U.N. _ TO FOUNDATION PAD 9 � ' ' "' •'' : ' •` . ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. T ' :. . • "n �'•' . '' ;. ' ,�- PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN _ �. • ;. _ • • = I '� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS ;o ? RA • . .i.: 4" oo - * ; • .• :. So TENSION 120#) CONCRETE SLAB E ;, > _j FILLED SOLID (SEE PLAN FOR r- 4 6 x 6 W1.4 x W1.4 `I W SIZE AND REINFORCEMENT) 0 • .: •,' ' :' *... .,'•. �' _ �° oQ WWF OR FIBERMESH r, tl W �' _ a' BRICK PAVERS or SLAB PER 0 W to W 00 = „ I. Z • •' • • •; • ' : N — ° 0'-0" FIN. FLR. COMMUNITY SPECS LL " Q W SEE A/S3 OR J/S6 SEE A/S3 OR JlS6 - 6 MIL VAPOR _ fit— - FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - _ -1 I 1 I - _� BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) —5: v ' ti _.r. • • :::.: PAD REINFORCEMENT 3"MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" :..•y �' �,. SEE FOUNDATION CONC.PADINFO. FOOTING WIDTH SEE SCHEDULE r GARAGE DOOR SLAB RECESS ,1•1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 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"=1'-0" S3 SCALE; "`''''-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. er: c- ct► a, •�I C !p C� N Vf Q R7 � d •' g L U = " 3; ti •°� u mar c c� CL N o a. tj 0 t t t u tr►rrrr, \,\\�yy`tlt O W N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a� NLo 0 4� ;; o? S 4 M vV LL Q 13 L a Y W rn 'og�� W t to m i°° Z dd k Z N 06 N W U Of ca cn z z Q � E3 Ln Z v(D Q) 23 o .O 8 c U„ 8 Q, Z _j ce E n. E O oLL ?o M� ro 10 8 io (n 6J w z 3 b C � � 0 a W Q U _yw LL Mj � ¢ ZI¢W 6 o� U `O ,o1124 = Lo1..1.. NN OCC CC L_ 0* co T O O O ^ Yca m ' /� Ci N O LO T r L T E c QO M N Z M 3 E O tq f to A A c°� � a o c JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN EXTENSION FROM 77 5/8" 88" 7 5/8" 8" I SOLID AREAS ARE ❑ DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 0 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vARIE9 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER * STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 7 5/8" 8" TO DRAIN CL -- DOOR OPENING — DOOR OPENING EXTERIOR WALL CLEAN -OUT rT WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 �li�!il I�ili�lk'!�I�I�■ !!��I■■ . • � � • • rffi V Ilk !ill —I ■■ill' ill■■■■■■■■ �IIII 1111 ■ lII lid _ I ■ 11 _II ■■I�� I_I_!_0 IIIl _ �TIII — NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X9112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL UJ T 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 i �8x8x16 C.M.U. GARAGE DOOR— GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. 4 a n BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 10" 6 3/4" 31/2"- SF�p �O�L �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP 3 GARAGE iOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) 1 (1) 2) (1)LSTA30 4'-9- (2) ) (2) (2) (1) LSTA30 9'-16' (3) ±(4) (2) 1 (4) 12) 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 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 wl (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op00 SIMPSON HTT4 TYP. F��NG U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_,�� SCALE: N.T.S. S4 12 Z7.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \may SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) a O/C FIELD a. 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE AIS3 FOR PLATE TO CONCRETE SEE INFO. 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 SPLICE STAGGERED ' Mitt ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 gP2 2X STUDS @ 24" O.C. /8"00" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SP4 SIMPSON SP4 —� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 �LINTELS SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S 4PSON SP4 LINTEL ii TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) I (5645# SPF) I (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT �XIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING 2X81P.T. BOTTOM P I TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 (2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM -' PLATE 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 rR REV. 06.24.22 SCALE: N.T.S. S4 M C%4 0 N co a v i C W >_ t C G C fIS-N o a! x WO 4-4 i •� N W d =,`° E a v v� \0111lirrur�,�,�� � S ,xy ' C;(- 2fbo, •fit CP OF '. '•• L.� .•' or �-. rf�liP/tt t (' 4lttt.\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. . g � C V yM, A Ao N � .4 u kLL a z a 11 Wt0`~� ° W tn�ajO' coz � a L N OU W oa z N to z � LL LU 0 u, g to c �tn t0 '- x_ . 10. c 2 N M (h � g U ;E I[9 ra E W14 K D ° z aOK ¢ g rp Cn o OM z�� > <w a g g Is W a LL �w �a O yLL Ld a =3 a = w 12 0 > Lo O 4* 0 00 co O ^ O in 0 '2 0 .D N N Ln r0 M (� E O N �� o Z C a E >u w v U c Q p JOB NO : 22-12357 SCALE : AS NOTED SHEET NO. S4 1i SIMPSON HGAMI( wl (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—N, 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° t SEESTRUCTURAL NOTES AND NAILING2x4 CRO BRACESCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT XKICKER EXTEND AT LEAST 90% OF"L" EACH JOINT W/ (3) 10dAT BRACE TO EXTEND 2x4CROSSBRACEWEB LENGTH & NOTCH AT & (2)1 Od T@OE NAILS @ LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD ) (SEE TABLE EA. END 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED ATSIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & 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 PLYWOOD 7HE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS T OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM i RIDGE FASTENED AT i DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (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" 0/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF • i ,,NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �\ AND 12" O.C. FIELD END TYP. TOP & \ �\ BOTTOM ATTACHED \ \� (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, x " 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1/2" 8" "J" BOLT 48" 0 C 2x4 T ON TOP OF PANEL INSTALLED PER MANUF. x °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I I I BLOCKING, FASTEN WITH " MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SS 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 M M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N ;o go NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ Ill. (2)16d NAILS WOOD TRUSSES1/ `O � � 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING " 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT �� " �� �� �� �� (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FOR THE (2)16d NAILS FIRST48"O(4) 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 ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 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 KD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 , 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT .,.,,., .,.., .,.,.... �,„.....,. 211x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL W SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ J -2X4 92 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SS 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, 8d @ 6"0/C IF >9" SEE 1 O/S5 r—WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) EPqES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" C—C SEE PLAN FOR TITEN TO CMU ONNECTION 2x47" ON TOP OF PANEL—/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 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) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4'?" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 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 SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE -� 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE 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. �5� SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT i EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM —MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @a NON - LOAD BEARING LOCATION UNEVEN CLG. Z rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" S-O" - 6'-0" 6'•0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \_cL ` DBL. TOP PLATE\ —STUDS@ 16" O.C. ONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y�A cr ✓90� UJI CORNERJACK Y " tl U w z O U HIP FRAMING REFERENCE PLAN 0000 ONE 'UIIRloll g o NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-O" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N o N � co d a a r.0 q c v M. a Z C r0 C.i N m N a N ,aa±ti� Q+ Y 07. a. x c '3 _ 3 a' u G � y C w a� E o a w fit, f' 'ago z: v A `� ..JJ O)b ;e FLUB' .�.. A O NJF E S•S 1 O N `\\\\\\\ �rrrrrrini��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. a A 0 2R - . 0 M y 2S M LL C J S LL W oqIL4 S a Z�`°' a Wgrnrn NN 0 LL=co Zd� N 0 OU U W pp 0 Rv z N z o �NZ$ N (D 4 LL (� w .0 � O w V) G (� U3 - 39 8 c u, �0 O M W ry ce E i a Q Q CL E o 0 W° o w� �g 0. o z ry g C _� CO a � m z 64 b W 3 H & S �I` V Z2US $IiS / O B m 0 ^' L 00 C) Cr O Cc CL (n � C LO 0 '2n 00 C140 .� N O LC) r T LC) T QQ M 04 z yj T O IV C a QE: m CJ J < is yC -1 JOB NO : 22-12357 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)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ERPLAN 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.C: FOR UNDERLAYMENTAr STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J I— LAYER 1/8"THICK. INSULATION PER CHART ON FLOOR PLAN BR S6 S6 ETAL SEAT OR FELT PAPER FOR - MOISTURE • � BARRIER BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c a. :• E • 6x6W1.4xW1.4 WWF OR FIBERMESH FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w CL EACH FILL CELL TYPICAL �- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /� NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE o0 \-STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR r (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. _.._ - .-..... _ _ ._ -. ,.,., . 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING (2)1Od @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON B W/ 8d @ 4" O.C., 2 ROWS STAGGERED _ -END SHEATHING TO 15/32" OSB �I )F BEAM OR GIRDER EXPOSURE 1x II SHEATHING 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1 /2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----, BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL L__,_� SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS ITE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. 16 E S6 PRE-ENGINEE FLOOR TRUS; 2X4 RIBBONS, EACH W/ 4-16d PROVIDE II II NAILS INTO EA. FLOOR TRUSS BLOCKING AS REQUIRED PER D WEEP SCREED w i o SECTION X-X IF W� NOT FULL II II INSTALLED PER. MANUF. o HEIGHT SHEET c II II (0 F SIMPSON HETA20 w/ (8)10dx1 1/2" II �I NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK LFLOOR SYST M FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" �,S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 (2)- 2x TOP PLATE BEYOND I 7 T— T_T II 15/32" OSB EXPOSURE 1 I I F SHEATHING w F II II II S SOLID 2x U) III C III II II II I � ALL C SHEATHING EDGES (SEE IIIOPENING X.X) III III x ISECTION I II FrW II II7 x E _ III III II II II 2x STUDS BEYOND SEE PLAN o IIII I I II III II II I I 0 II _JL Jl —II 2X4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING � 3/4" • 1/2" ZI " - SINGLE NAIL EDGE SPACING DOUI AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VeanrJ... SECTION X-X SFFA �Oh� �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.) _ SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT —I PENETRATE SURFACE MORE THAN Ye". y ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL u_ _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 0 NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL w 2 Op O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. tK l- 0 w t; � m LL W z ~ QG (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ,y., W 0 0 MEMBER IF GABLE END c ( LL NOTE: rc_' WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 �TF � QFNi RtOR • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 141 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED-` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' 1 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 97-16' (3) 3 (2) (3) 1 (2) LSTA30 Y PLYWOOD SHEATHING NAILED PER NAILING NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO SECTION C/S3 FOR SPECS ON FLOOR 2ND FLOOR FRAMING -SEE ADDITIONAL INFORMATION @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2X STUDS @ 16" O/C SECTION J/S6 GA GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT 24" O.C. W! 2"DIA. 7/8" STUCCO FINISH PER ASTM C. 926 ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY @ APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x PLATE WASHER (MIN. /8" OVER METAL LATH. FIRST 2 LAYERS _ @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SHEEARAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8"THICK. TENSION 2600#.) SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. TYPICAL TENSION 2600#.) SLAB PSI CONCRETE MIN. 2X P.T. PLATE FLOOR TRUSS @:::X SLAB O 6x6 ERMES1.4 WEEP SCREED INSTALLED PER. MANUF. SEE FRAMINGEACI 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED 21 PLAN • ; INSTALLED PER MANUF. • . • — — - 's-� •° •• _ --•�4--s= —r— =— — ---- • - � a • `•. • ` �. FINISH GRADE " SIMPSON HETA20 w/ (8) lOdx1 1/2" a: is M _ _ •. 2 x4 CROSS BRACE @ 48 -III—III—III—I I • I I NAILS @ 24 O.C. INTO TRUSS .. a O/C FOR THE 1ST 2 -0 OF " III-1 I I-1 I I I I 4. I I " • • • _ _ _ •- END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT -I—'' o z END INTO 2"x4" BLOCKING IN KO BLOCK -III—III—III • III—II lir 7111� III I I a • . .. III; I' r SEE DETAIL 2/D2 FOR g" 1'-8" =8' CHAIR WN3" MIN3" MORE INFORMATION CLEARANCE III-11 (3) # 5 REBAR ON 3" CHAIR 4" 1'_$" 2ND FLOOR FRAME CONNECTION W/3"MIN. CLEARANCE R INTERIOR 2-STORY FRAME SECTION S PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ALTERNATE FOOTING ry SEE TYP. 2-STORY WALL SECTION S6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. eh N O • N a pW Q a w o 1 0. ti o V N — m +% = u- .«�. W p s. to CV N p p 4• • m c =, W tlyf 0 Q g � In o .C3 N\�tt1ROi�/tt v, ) Q ; (3 FLO OfiFSStON1�� ' rtf'�trltttttt►�!!+l����\\ To the best of the Engineer's knowledge, information and belief, the structural plans and speciflcations contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to E LoU rnNO , n LLL LL a � a Ag W 'og�0 �°) m IL z toIS z rp 141) In N OU g Z W ❑ ❑ 0 1 z � S z Q a V) z LU 0 w N c �0 L E ag �o 0 E:E o co r ki ❑a V O z � E N oc �~ �J i W $ ao a mf z chiit CD �5 O � pp u� X< a 01 UTt 0 `0 _ Liz C) co c� >` CO CO co O ^ 0 (JJ LO cv N N Ln T Q L E CIO M M 04 W tl! T z0 z a E 0 E E v °-' m C � 0 ¢ o JOB NO: 22-12357 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. VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—� AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 2x4 SYP BLOCKING FOR STRAP (SIMPSON �17L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ _ _ 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST E SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER 2x4 CUT ON BEVEL ' DOES NOT BEAR IN D 2KWALL GLUED TO I 2x8 F �A ALIGN THIS STUD WITH rFACE OF 2ND RISER —2x SYP CUT TO FIT 1 f BEARS IN WALL 1 ------12x12 SYP BEARS IN WALL I I '-2x6 SYP I 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (MTS12 w! / AT STRINGER CONTACT POINTS (114)4) 10d N 0d x 1 1/2" / NAILS) / / SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 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 STOP -2x8 SYP DRYWALL STOP MUST ' NOT TOUCH STRINGERS / -I-2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 C I I ROVIDE MOISTURE I \ PROTECTION LAACH ALL COMPONENTS / STAIR TO CONC. W/J" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / G-11-1 TOP OF / \ \ STRINGER--,/ TREAD1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT ` ;1 STOP [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 2x SYP CUT TO FIT ' I STRINGERS BEARS IN WALL I 2x12 SYP BEAR I —^' I I SIMPSON A35 \ IN WALL 2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP / 1 \ 2x4 SYP BLOCKING SIMPSON A35 OR9 FOR STRAP LSC EACH STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" / AT STRINGER CONTACT POINTS NAILS) 2x4 CUT ON BEVEL \ / DOES NOT BEAR IN WALL SECTION VIEW "D11 SECTION VIEW "E" RA FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING BULLNOS SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP 4 BEARS IN WALL E DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—i' AT STRINGER CONTACT POINTS XXA2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) f 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4'/GLUED AND NAILED TO STRINGER \ AeOR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" ON F F -2x4 STC 2x4 SCALE: 1" = 1'-0" ` NOTE: 2x8 1 \ DRYWALL STOP NOT SHOWN STRINGER—"x OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR I (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: " = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT TO IISTS) NAILED AND I TOP PLATE VTO 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 11STS) H II/ - 2X STRINGER 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS D OR 2X BLOCKING 3 D /� RISIT VARIE ECTION VIEW "H" SCALE: 1" = V-0" a+s ia • N t� r ,ac W 2L N CM T� .6.� Cif _ m x �r 'tA ro N t N � r s C ^� �m�sa N C, C G o c rj t l t111/►F� \�``��\``��Uitt p,RO Why \ .. CLew • _ U "� 0 h61 . F O � AD ~ •• �����1� ,... O fit ",esS S l � 4,111//d/lttt'~l1l'.e��\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to a E o 8 0 0 A � d1R ;,rz t.1 Q 0 N O y 6 M ! J , � , W LL a J Z = ?g W N o 8 W Z a . cc N rN' Z d O U ZL W �❑ C7 z z �- V I t✓ 1 � z U Ow 10 U � 0 S� N a M E 0 o a 0WM a® g 08 o� z a E I- g � W02 L in c ^ C 40 V N O m� 5� Z Q z W W U ¢� 0 W a OH t Ova O > L0 O rn B m 0 16- 00 �CIO Q C)� CL (n o N m LO ' a N 0) N O Ltn T� T E M QQ CV)fV T zo m0 E c c a 0 -1 o JOB NO : 22-12357 SCALE : AS NOTED SHEET NO. ST DOOR JAMB (REFER 1x4 1/2" DRYWALL DOORJAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 f 1x4 P.T. X 3" LONG �� ,�L FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16"4+ TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO @ 1x8 P.T. TAPCON @ 16" O.C. & 4°LL11X8 FROM EACH END w/MIN. Xg BLOCK@ SPACING „ 1 DETAIL O.C. 2 ROWS INTSTAGGERED O 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3l16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/21, x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD, BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 114" MIN. - /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 1 X 4 FURRING BLKG. & BUCK7 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. WI (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWK, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B ---- SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED '-2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8„ EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. s" #5 REB/ (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLSTJ, 17 hi�fl NOTCH WEB AT ±5" FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w! (16)16d SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;. REINFORCING AS FOLLOWS: �'` ' SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - D0 NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: H) REMAIN FREE OF MORTAR. STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH -� IF TRUSSES USED) W/ (2) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16' O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3" COVER 61-0" .p r GRADE >, p •. z e ' M p . z T e. \ e (2) #5 REBAR, (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦♦ �R ♦♦♦ ♦♦ YP.) ♦♦ L:71� 1♦ ♦ THE ♦♦ :S ♦.♦ #5 REBAR (TYP,) ♦♦♦ 1♦ 1♦ 1♦ 1♦ 90° HOOK (TYP.) 1♦ FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN a+cc kl^- i= A 15CI ^%A/ 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -ti--- j ALUM FASCIA PER PLAN I I 1-3/4" RIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOWL CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO I L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (*') CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA, @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* zX + + - \�+ TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL - SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. 4FNpTy (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: RFF SHFFT n9 ANn z 0 0 LU LL H U B @ FIRST COURSE ♦♦ H SS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED - ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ Sd @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS 1-7 INTO BAND JOIST & (4)1/4"x2 3/4" j - TITEN INTO K.0• BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' a"' •. a OVERHANG - RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. ISH F 'r ! O • • .: , ! • • #5 BAR �p r 10" P r'• : • CENTERED W/ g r • '► IN TOP 4 KNOCKOUT / 04 • CHAIR BLOCK i . MONO FOOTINGJ - .r , • SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL •lit DIRT ••• '' STANDARD o i 99 HOOK iv #5 BAR IN FILLED CELL, Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 34'6" MIN, HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"6" MIN. HOLE SET BAR IN EPDXY �J EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. en c% O ca Z Cc c m O W u 4� o y C LL d yN M .d N t w == > 'E U • <c 3 a, c� cc N E ro o d V fill, mllzz U �o' 4 pF '•Oq•• ke? r E.S �0''rr////rspiEltst><0'0 To the best of the Engineers knowledge, informatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residengal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I- o 00 M 13 r) V 91 LL roU.LL � LL a Z —v 2 2 J. � � W o r�i�4jOi x m IL Z IL Z?S MZ d ;,� V= N OU W ❑ ❑ M V Z N z z cc CD t:ts u.r V � in •, f0 �- U_ ~ 8 I e �o U Q � � • � Q co co0! Z E a°=o 2 Q E_ C1 z S 0 F- a? � n� C o o?� s 0 LL z � CIO y3 y`ZZ o U � aw co al i 'L O CI" rn c� 00 CO_ coo .-. O O (Cr .2 N N ...� O .� ccO N N Ln E 00 CV) N z M _ O c a E U _j < o JOB NO : 22-12357 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGEMAY 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'-1 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. , -`--/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" X--- - - (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE - I Z 1,-4„ PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES .SECT• A_A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T.7QD ADD 2X4 ALONGSIDETOP CHORD WHEN RTO PREVENT PLYWO SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 7 EXCEEDS 30" FOUNDATION PLAN - - E Z 1-4 HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL SCALE: N.T.S. 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN VERTICAL SCAB 2 x 6 FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO #2 SPF 4$" O.C. W/ (4) INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. 10d TOP & BOTTOM KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID (10) 8d NAILS REQUIRED 1 1 MASONRY KNEE WALL MAX 3 INFO - COLLAR TIE EVERY 3rd z RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH w TRUSS OR SIMPSON LU w H2.5A w/ (10) 8d NAILS cif 3i[oZf) BEVEL CUTS I (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2' ' LU - - 4" ' v PORCH SLAB SEE N n. FOUNDATION PLAN. w (2) #5's CONT. T&B 11- z w 1-1 04p- W/ #3 STIRRUPS AT N Z 4'-0" WHEN DEPTH g EXCEEDS 30" -! - LOWER OR GARAGE SLAB 11441 SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 1 MAX 3 SOLID. SEE ELEV. #5 REBAR CONT COURSE FOR BASE SIZE @ SLAB LEVEL (3) #5's EA. WAY 1 1 1 1 EXTEND SLAB 1 1 1/2" BEYOND 1 BLOCK FACE 1 -- — --"- � EXTEND SLAB 1 1/2" 1 1 1 1 I SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN _'GRADE „` 1 SEE CUT (2) #5's CONT. T&B w/ N Z CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'-0" T MIN 3„ x 3 WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1'-4" TO DRAIN WATER00, KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER -----------I - --- SEE PLAN I I SIMPSON HUC410 w/ (14) r FOR CANT. I I 16d INTO HEADER & (6) 1 I 10d INTO BEAM - SEE I I I 1 1 ROOF PLAN FOR MORE I I I I INFO I I I I I SEE FLOOR PLAN FOR I COLUMN SIZE & BASE I I ( 7/16" OSB FLITCH PLATE SEE FLOOR PLAN 1 CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE L J INDICATED ON BM. & ADDITIONAL INFO. - - - - - - L- - - - - - - - -� L- - - - - - - - - - SCHEDULE/PLAN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. -- 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE SCEDULE/PLANM OPTION A OPTION S CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR ToTp-OF BEAM I I I I SEE PLAN FOR CANT. IF INDICATED CORNER - SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. �1 BM. SPLICE OVER CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL lee � SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1-0 Y2" CDX PLYWOOD OR 3/6' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN 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 1 . ai• . ., d. , GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - - RUSS/ P WALL EE PLAN �— MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS A; 2x4 #2 SPF STUDS @ _ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2, J-BOLT OR Y D TITEN H ANCHOR @ 24" O.C. W/ MIN, 6 EMBEDMENT X e.XX' d MAIN HOUSE A ° SLAB 4 (2) #5's CONT. T&B 4 w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH e d . • ' ° EXCEEDS 30" q ig a , d 11411 SECTION GARAGE MONO 21 SCALE: N.T.S. a+a c� c� Q0 d� O W d cc tA ti •uf.= - -KV 4A Ada, so P: ���SE• . �� 6 ''••........••'• Q O S I O 11211901!lilt ,E S ; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E V $� C AR 0LL a. S2 _ 22� W 8 2O_iO' % m co 0 N O U = vvi W ❑ ❑ N) M z C4 M z � S W N z 0. cr)_ (Dro-J LL N M Qz) 0 W in Ln as _. s3 Q Cq t� 9 o M w i J w f p � goa x o E O cu 4g °® o E K� Z N fu wfu � 8 ao ix I m� C Y O S a W LL 4� Milltp V aid° oo0 U �O 0 = Lo O rn c� L_ 00 0 :3 O ^ -6 O U) N a Ln Cfl 0 N O) N CN Ln r r - T a? - M N _ 0 o Z to T 0 GO) c C E 0 ¢ O JOB NO: 22-12357 SCALE: AS NOTED SHEET NO. D1 SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS---,,, WA FLOOR SYSTEM SEE PLAN I -------------------------------------------J °• .. 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 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS P. ` 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END f, q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP k (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 T SPF SUDS `I B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W! (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F I TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rrj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). OPENING ^• LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w! (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j ' ` FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD 8d NAILS @ 3" O.0JOIST SEE PLAN . /%% /� WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" GO.C. (MAX) AND @ EACH ABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO MASONRY WALL (2) -10d TOE NAILS EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)-----'TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS (2)- 12d TOENAILS 2x4 TO TRUSS TOP 0 HEADER CONN. @ 2nd FLOOR SYSTEM 42 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 ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL --- (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. /—SEE PLAN FOR CONN. GIRDER/COL. CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I- JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 ' STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR ; COL. SIZE ; SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" 0/ F Air N�2 A 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 --I," PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP 6 SIMPSON SP4 w/ 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 A' OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION —� SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIDE DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2)2x#2 / SYP U.N.O. I I� I I 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 1 BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT -- — TOP AND SIMPSON SP1 w/ (10) 10d - NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) I' 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 TDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. E:3 0 •. car cs� o Y W Q v a�: o m K y 9 Q — fV ]IC d N W N •Q C 3 cc cn o a 0 •� P' r' N h 0 //llIIH111`��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. W E g 0 g Yi V1NC� LL di CMv 44 C J LL W LL LL Z rp 2 Y a S yak� zo8 �o W � M W IL Z M Z ~ N z ° `� b3 Z W ❑❑ v z z Cz Q) LL, w j U 3 W M J LL o E p Uo Z a rD —n $ xg aI jz tS a? N I U�ZLL �� �o zC,O� � J cab a W W �0 O a2 �O OV R il�d Sr 20 = Li) CC 0 0, c� (p 0 M m N c In C10 cc N O N O TCN L(- r 0 T E W �/� M N 7 00 i6 T Z c E 0 Iu ai a ci JOB NO: 22-12357 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 BUCKTO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK.- UCK t 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 u" REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T4 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 ^' ^ 14 WEATHER ✓E BARRIER & IARILY SECURE WEATHER r RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOKE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 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 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 Rinstructionsin each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� \ ;' 1 a 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE 11-4" PFR PI AN SHOWER SEAT SELF-ADHER 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 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 1 CEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELADHESIVEASS OWN EXPOSEEASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate 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 pr, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 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. 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 putters. _LF-ADHERED FLASHING "TCH IHERED FLASHING 1 2 4 51 I I 1 V I I I I 1 I Z ww , v wwv w n n v i CL IX a PLASTER STOP W CONTINUOUS BACKER W ROD & SEALANT U W Cr LU CD FOUNDATION WEEP SCREED fI-STRIP OF SAF 1-DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) . __ DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH �v v v✓w� PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING i THIS GAP IS A RESULT OF I IN NATURAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. ,^ ---- ---- . DRAINAGE PLANE WRB DRIP SCREED PLASTIC i I BOND BREAK WRB ACCESSORY „ I SOFFIT/CANTILEVER SF LATH I ------ ---- - 1i ACKER ROD FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all [V O • N O .D r. 3 W Z a -e c� Q ti C2. O - N a4 LZ in G t� Q N -O QV t Q 9 N m o x 3� d ag mo = c su o .a3i sr t= � p- u 4 pN CV o_ (V To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W r�?may aU)NQ2. . LL 0- CM JLL 4 = U. w 0 ru.w a Z �� a m W N co W CP °' m w LLZ CDMZ�0 ZO V Z z Z ¢_ rs G � U � ua �UC�l He 0 O w g V) �N 03 di 4 LiJ A111111111111111U r- E 8 _ Q 10 o M9 (h w Q fir J i ¢ oW oLL Ze cc Z o E� u�U a � Z0 Ma ZCnc ro u ZW `W T �k W W � MI5 v zl $ O O 00 co O _ Q �a. �,� o � m '2 M o O (V N Ln �. QLOi E /M�/\ N W z° cc Vj T E O Lv C Z a w U a p JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. WP1 HURRlC,,_4NE Mounting Brackets (10 Gaugeli +112' x +112' x 2-12' � dock Cron Support (May be cut ib iA0 See Anchor Schedule Right Biracial (16 Gauge) 112e 01a A325 (Typ') v kt4 Self-DrNltnp Screws 1 as�d" F-m-c-uzot Sworn Edge Hurricane Strap (Typical: 31n front) Washers Front Cross Support Self-l.Dekirlq Nuts (May be cut to W) Left Bracket (16Gauge) 0145elf-Miling5creWsThruBrackets& BackCross Support Into A/C Unit Sotmm Side (Typical, 3 each sine for hurricane use) Spw& isao"mmds ussur Yturts ace pramttlml with ruck Huni ass Air I-- )� RNMId I>Dea9Lae a4MirMa ""a *"am se, sea Florida Department of Business & Profesional Re"tion Bullring Codas and Standards Product Approval Application Datall PWIat 1201=1 920 ECa y at Bye that Dag loandDg IIMa ]ypg Vermontmaadvam fmmt andreral3o.se, ygadliegO( yAKIM iilaminad FAC Amtinal AD�nd fly AfBmridlen 20H snort Vwd Prmud0. Ina, IN~GisMm Harmes F, Nerwo PP Loote awd.n P.E. 12MBrdOM 12/IWD20 1228020 Appnhed eeledorY$rWupl components (877)441,83" PE-73173 (334)300-1600 BWhtebe7• products Introduced sea Resumar In"emod"ritorm New Taanneld0y compliance Method Evelu. cn Report tom a FlDMs ReglderedMehnwl we Learned Florida Preteelonal Engineer 1loM. $gOtEL g faW&yAtllgeOa Ggdtsla.ElmtlYtua" Aoarowdfw Uss MtenevW &L Mi O Wtree ldd. W" kg "coo 20W Culaln / amadvoint Made181840:10 Dual Fuiotlm Flood and V.Malow Vant 1X112073 Y. Ya NA NOoA1M 2 sm adVerd Mbl cW 540611 Dud Function Flood and Ve So. Vwm 12l3129 20 Y. Yee N1A .1000 0f 1 3 SnvrtYWMooel01540820 Ineiaated Mood Vent 12012023 Yes Yea NA •t00A1DO 4 atradVent Model e1540521 InMated Flood VeM 121314103 Y. Yn NA .1011A100 6 SmartVam M�are1540524 teaqud; Gango Dow Flood Vant 1201/2023 Yes YK NA WA S 81"Wenl Mods 1615406570 V ood WWI Insulated Flood Vent 1213120" Ya Y. NIA •IOOAtw 7 amodVant Mada1e1540.574 14.68qud: Gangs Door Food Vent 12/31200 Y. Ya NA WA Florida Departme rut of Business & Professional Regulation BuldingCodess and Standards Product Approval Application Detail Pinata, 1nA2811 fBat IB Dlte Gale D1b.PWWIM Gil lY6e Yaelga sae Ggtlag nlMlaMea9r YegaMe& LIGAMMOI AgHg110 6WLL Rsutarn 2020 Drexel Metals. Inc. Jew Shumate Zachary R. Peet LCOM Bowden P.E. OaMo2020 oww20zz, OWWZ020 WNW" Approad Category: Reoing (502)303.1811 PE74021 (334)900-1400 at6t'siepWy: used Radna hhurtrtafaleeymt.oan Conellonce Mahod; Evskadlon Repot from a Fields Rootarrd Anb41,01 or a Lkwearl Florid. PlQaslemo angneer .$a�1dWHlbGI Approwed for Use AnKoveafallat YOMrt D MM gp! 15g0EglGtegtla106 smugBouillMtDatt In HIM 4uuHkwag rtMaeMM e[rsaire 1 Drexel reeled Roomp SY.twm Dine loom DMC 15088, DMC 17M OMC 2008, 12/312025 Yea No NIA WHBO DMC SV Florida Department of Business & Professional Regulation ls".2 d 4 Building Codes and Standards v252022 Product Approval Application Datail SiGEa EOi1CLDl 2 0 �l �#lEF/G01GE � im varsion Manufacturer Comm Ensl 9 LManea VAIMMed By Yallddni Subm dead FW Aonrowl AcOroVed status Ravlebn 2D20 Therms -TN CorpOl"On Shwe Jeeperson Lynam F. Schmidt P.E. Ryon .1 Kingp,, P.E. 041=021 12131R020 W22/2021 OWDIM2021 Approved Cetagory: Exterior Doons (On 8/37626 PE•434M (813) 767.68d3 eUtrCBtsgOM Swinging Eclenor Do". sjasp.raon�tthwnetru.co CempName Mathodi Evaluation Raportfrom a m Florida Regisered Arohdect or a Licensed Florida Prdessbnel EngNui er iiE� PreduetMetlal. Numher W Name ,Quaft AmuuGga i Addw rod faru" Aaornted 4L= Outside, for Un HvHZ it l Bf111ElaGl DlHaL Emma 1 a. ThemvTru Flbsr•Cleasic and Smooth -Star Nominal 5aA3Q8 &quotlnpect&quot Opaque, 12/311= No Yee Yn WA Compotto Edge Fibe gisss Sinai. Door (Inawng/Oudswi g: X oomlgunsdon) 2 b. ThermsTru Fiber-Clesuc and Smooth -$tar NOminal SsJi9M8 rquotimpact&quot opaque 1213lr= NO Yes Yes WA Comoodte Edge Flhergle" Sigle Door with Sideite(s) OnrminsiDwtsYing; X0, OXor OXO con igura6ons) 3 0. Therma-Tru Fiber -Classic and Smooth -Star Nommai 68uN89,8 BquoCJntpacdM&ppllOt Opaque 10312022 No Yw Yes WA Composite Edge Fbwgtssa Double Door Win or without Ssielites OIITYhglDrrteMng: X(a OXXO confeurstbns) 4 d. Thom*,*Tru Fiber-Cla"a and Smooth -gar Nominal 86N3Q0 &quotimpaot8gie7t Opaque 1213112022 No Yn Yss WA Composite Edge Fbwplsae Sige Door (Inswngloutsviengi X cormguratlon) 5 a. ThemwTW FlberCMouc and Sr OM -Star Nominal WIMP aquMlmpaptg4wt Opsqua 12J312022 NO Yes Ya WA Compote Edge Flbwgissp Single Door with addles) Odsvi ngroubwng; XO, OX or OXO comgua5ons) 6 fTherms-Tru Flow -Classic and 9mop5+Ser Nominal 881AP,0&quotlmpactliquot Opaque 12/31= No Yet Yaa WA ComPctta Edge Flberglass Double Door win or without SM08es (Inaw11y0uMwdng; XX Or OXXO danfgulalons) 7 g. Therms-Tru FlberCYbtc and Smooth -Star Nominal SSOMB 6quotlmpso6quot Glazed lmlr 022 No Yea Yee WA Composite Edge Fiberglass Single Door (NommiinalA 6 h. ThemrTru Fiber•Chosele and Smooth -Mar Bquoklmpset&quot Glomd 12G1rM2 No Yes Yes, WA Composite Edge Fbargea Si ae Door with adelte(s) OnaMlre/Oddswng; XO, OXor OXO configureldons) 9 i. Therma-Tut Fiber -Classic and Smooth-SNIr Nominal 88t130;8 &quotlmpeadquot Glazed 12r312= No Yn Yn WA Compoeta Edge Fiberglass Double Door win Or vslthod Sidelies OneMrg(Ouewtm:.XXor 0)(XO contlgute5ona) 10 ). Therms-Tru Flbar-Gsaask end SmocthStar Nomina186AK1g;0 bquotlnpect&quot Glazed 12131f2022 No Vn Vsb WA Composite Edge Door X rgmtMgurlm (InHldinglDNelrllrlg; allBon)le 111; 11 IL Tharma-Tru Fiber-CIOWO and Smote t•Ser Nomina188A3p;0 a 010 1mpa blazed 120312022 NO Yes Yet WA Composite Edge Fiberglass Siglil Door vMh Sdolko(s) Onsning/OutaWng; XO, OXw OXO 12 ethrr I, Therma•TN Flbsr-CMsaie and Sm-Mar NOMnMNI 81111IM 8gUetl n1pa.ffiquot Giated 12131/X22 No Ya Yes, WA Composite Edge Fbalgess Double Door with or vwdrout SHelfus anowtirgfOutrMng: XX or OXXO wriflpu elions) 13 m Therna-Tru FlborClesslc and Smooth -Star Nominal 69M,$ &quotlmpactliquot Glazed Molded 12012022 No Yes Yes WA Open Composite Fogs Fiberglas Single Door OnwAnciOutswi a; Xcdrriguration) 14 n. Thsmm Tru FiberCleWc and Smodh-Star Nominal 864MB lquotlmpactliquot Glazed Molded 121312= No Yes Yes WA O{an compote Fogs FMslglsn Single Ocor win Glazed WWdad Open 6eeiae(s). (InswrglOut►Mrg; XO, OX a OXO mMguatlons) 16 0. Theme.TW Flber-Ctaselc and Smooth -Star Nominal 8&p3D;6 lquoVOldinptbquot Glazed Molded 12r31r2M No Yn Yea, WA Open Gompodts Ergs flberglap Double Door with a col& ou1 Gazgd Mlolded Opride(ies (InmwnWOutawingl XX-OXXO aorlWguretiprlle 16 p. ThamrTru Fitow-Cle". and SmoothSer Nomint 080%rB Bquotlnpeatsri at Opaque 12/312022 No Yes Yes WA Compote Edge F1=ss Single Door ynth iced Wrouewng: open Siddwo(5) Onrwimg1a XO, OX or OXO comguretions) 17 q. Therrca-Tru Fiber-Gesalo and Smooth -Star Nominal 8&M30;8 8quotimpact UK Opaque 12fai= No Yn yes WA Is r win or with Muted Molded Open Stdehee (InswnVOuuivAVg. XX or OXXO mn5guratlonis) Florida Department of Busllses & Profesalonal Regulation Page I or Building Codes and Standards 10=1 Product Approval Application Detail LMY tloYGLg[ Dint Dag OiM.fJolaoa Gfd mule yeshipn dllaldes&inl fdiOG ahseher8lJcwee vmiim#dit YMldw alMalad FSCAMMVW Age s)m R01411at ZD29 POTlnduerlw Jena RwowMd Mend -Dabs Deco •OEM Man+Dod. SWO- VAL 4149/2020 1o24f202o 1124m2o Appa+ed Ct.pgry: Eatedw Door (041) 4860100 (766) 315.2990 6WCtew78(ldng Exist. Dow AamorMles po.e.r.lo@pgandLeMeec Cemplleree Method; carMeahon Men a UtingQuality Assurenum, an E,IsI AinrwwdfarUss Awravad for use kill= $sa! P Ye 1.l a :_wa Yema BIOrdlaugdat1e11 GwlraiElmailgoDia to wwz lZiiraid, KVHZ &tAw" akow a D TO (Large Math Impact) low goring dace. Dow 04142021 Y.e Y.. Ya NA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2o22) 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 Numbers Test Pressures Exp. Date Miss 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0%67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16 FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-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 +60.0/-60.0 psf 6/2212023 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 Co ation Series 10 Sliding Window FL12811 Ill 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 WA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko for Shingle Roof) 151b Felt Underla ment FL12328 NiA 6/29/2023 PI lass USA, Inc. (for The 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 NA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boras Tlle Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 WA 12131/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn.. see chart Simpson Strop -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NA 5/2&2024 The products listed below did not demonstrate product approval at plan review. I understand than 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) APPUCIANT SIGNATURE DATE Florida Department of Business & Professional Regulation (page 1 of 3 Building Codes and Standards 1r!5=22 Product Approval Application Deltall peas dins vassigG Manufacturer Carried E((gtnev&License Validated By Validated 4LQMfillad PSOAporevet Awraved tirogtE Rwision 2020 Thermo-Tru Corporation Seas Jaeperson Lyndon F. Schmidt, P.E. Ryan J. King P.F 07r 2020 07M212020 07202D20 10M312020 Approved Categary: Fstwlor Doors (Sol)) 843762E PE•43400 (813) 757-45M Subcategory. 9etrging Exterior Door Aessmibin slaaparsonothermetru co COMpIMnce Mea10d: ii alustion Report from a rn Florida Reiglsered Arehaect of a Licensed Florida Professional Enanew 129 0 Product Model. N1Lmler or Name mlulo(aaauugra l reduet Daserlorda l elratlaln Aeere ee ter Use AnDmixedl11rluses Dais In HVHZ Outelde HVHZ JIDatGi Resistant pE119G Pressure 1 a. Tttwma-7ru Fiber-CMeek and 6moth-S2v Nominal 011091.0 &quoklmpactaquot Opaque 1291/207` Yes Yes Yes WA Composite Edge Fiberglass Single Door p nawnpltDuewng-.X ertfigurdian) 2 b. Therms-Tru Fiber -Classic and Smooth•StRr Nominal 6&R .6 8qubtlntpact8quotOpaque 12/3l r= Yes Yes Yee WA Composite Edge Fiberglass Single Dear with Sidelte(t Orewing/Oulswng: X0, OX or OXO conegufanons) 3 aTherms-Tru FllwClanlo and Smoah-Set Nominal8&M48 8qua;lmp4id&qugt Opaque 12)312022 Yn Yea Yoe WA Compadta Edge Fiberg'l�sMn Double Door v ith or witout Sxlsi6ea (IftshomwoutrMng; XX or OXXO oonngurabons) 4 d. Therma•Tru FlOer:CYsak and Smooth -Star Nominll 8&OW.0 &qucVmpad&quot Opaque 12011= Yes, Yea Yas WA Composite Edge Fiberglass Single Door (Inwvirp)Outaving; X confguraton) 5 e. Thermo-Tru Fbw.Cls..i. and SnnothZin, Nomm.18&M,08qutltlmp.d6quat Opaque 121312022 Yea Yee Yw WA Compete Edge Fiberglass Si�n@� DOOFWth SdNle(s) OnsvwngroutrAng; XO. OX or OXO configurations) 6 f. Thema•Tru FlberCluiask and SmooetStar Nominal 8&WN,,0 &quctlmpad8quot, Opaque 12nir= Yes Yin Yea WA Compute Edge Fiberglass Double Dow wth or without Skel(tm (Iro+rirylOubwirrg; XX Or 0)0(0 configurations) 7 g. Thorne -TN Fiber -Classic and Smooth.baor Nominal USSR,$ &quct;Impoct&quot Glued 121311= Yee Yes Yes WA Composite Edge Fiberglass Single Door ommissfOutdo ria; XconfigurWon) 8 It. Thterm t-Tru Fiber -Classic and Smooth -Star Nominal 0&8398 64waLl npautIlquot Glazed 1213ir2M Yes Yes Yea WA Compowty Edge Fiberglass Single Door wbt airla(� Orawagrou*Mng; XO, OX or OXO configuredona) g i� Therrne-Tru Filow-Cessic and Smooth -Star Nominal 0&N38:e liquctlmpadrquot Glazed 121311= Yes Yes Yes WA Composite Edge Fiberglass Double Door vdh or without Sldal6as (InwMng/outsov, XX or OXXO coMlgurallons) 10 ). Therma-Tru Fiba-ClaWc and Smooth -Star Nominal 0&M90;0bquotlmpsdd,gqnot Glazed 12/31 C2022 YM Yea Yes WA CompeNe Edge Fiberglass 9ingla Oaor (Inawrg/Oulawirp; X eonfgura0on) 11 k. T)ermta• ru FafMLlasslo and Sm ah-Ser Nominal 84141PO aquotimped&quot Glazed 12/31r2022 Yes Yes Yea WA Compote Edge Fiberglass Single Door vAh adieft(s) Onswny0utening; X0. OX or OXO configurations) 12 I. Thamia-Tru Fiber -Classic and Smooth -Star Nominal 8811300 Squat lmpadl6quot Glassed 12/31/= Yes Yes, Yes WA Composite Edge Fiberglass Double Door with or Without Stakes (11eMng/OUeehg; XXw =0 configuradons) 13 m. Tharne•Tru FidY.CY64c and SmoolAStar Nominal 6111,11306 tfqucthmpact8.quM Opaque 12/31r2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door win &quothion-Irrpsot6quot: Sldelibe(y (lnawng/Ouemng; XO, OX or OXO cat%undodi 0 14 n. Therms-Tru F1bar-Clessk and SmnoevSer Nominat S8e36;88qucthnpaotliquot Opaque 12/31/2022 Yn Yes Vat WA Fiberglass Composts Edge Fiberglass Double Dew vtth aquoANah,hmacl&qua: OrawrplDulswng: OXXO configuration) 15 0. Therma-Tru Fiber -Classic and Sttooth-Ser Nominal 8&430,0 &quctlmpedbquor; Opaque 12131/2022 Yes Yea Yes WA Compote Edge Fiberglass Single Door Wth 8qudtNwt-ItnpatXdquw; Sfdsllhxljs} (Inawt+yodtewrp; Xf), Ox or OXO edn0gurabons) 16 p. Terms-Tru Fiber-Clenlo and SnloothStar Nominal 98SWO&qud;lm(ect&que1; Opaque 1213lr= Yn Yee Yes WA Composite Edge FlbargeM Double Dow with &quctNal•Impec18quOt; SidtRe9 (IniaMrViOutsw ng; 0)0(0 configuration) 17 q. Thermo-Tru Fibx CI ..I. and SinoothSer Nominal 6&#SigS &qud;Ncn•Impaet&quot Opaque I Ml) 071 Yes Yes No WA Compo" Edge Fiberglass Singles Door 0noni g/ounumng; X confguretlon) 18 r. Therms-Tru Flew -Classic and Smooth-Ser Nominal 6&M30:8 0quotblon-ImpeaStiuM Opaque 12131 r= Yes Yes No WA Composite Edge Fiberglass Single Door pith Sldelta(s) 0WMnWOuewn0; XO, OX a OXO oahfiguredofe) Therms-Tru F41erCls xic and Smooth�Sbu Nominal 682y30;64,quokilon-ImpedBquok Opaque 12I3112022 Yee Yes No WA Compette Edge Fiberglass Double Dow With Or without SIde1Nn (4ewnglOuMwng; XX or OXXO connqurallons) 20 t Therms-Tru Fibeo-(�asek and RnodhSer Nominal6a,A38;08quothlon-ImpeCBgWt Opaque. 1213112022 Yes Yes No WA Composite Edge Fiberglass Single Door II-Whgl0ulmving; X cofifigurdion) 21 u. ThernwiJim Fber•Cleusio and SmocthSer 8&MO 8quotNon-Impaot8quot Opaque 12131r= Yn Yoe No WA CoNominal mpoaila Edge Fiberglass Single Door aril addie(s) limomng/Out meng; XO, OX a OXO canninaa5ona 72 v-Theme-Tru Fiber-Gsgioantl 9mootlrShrr Nominal 88090;08quothlonlrtpad8quot Opaque 12131f202Q Yes Yas No WA Composite Edge Flbaglass Double Door Win or without SidaMn OnswirglOnretwng; XXcr OXXO configurations) 23 w. ThwmeTru FibwCiassic and Smooth -Star Nominal SlAile6 lrquethloo ImpacAqubt Glazed 1213112022 Yes Yes No WA CompxeAs Edge FiberglasaSingle Door p nX configuration) 24 x. Therma•Tru FiterClassk and Smooth -Star Nominal OWN..6 8400thlon-(npact&quot Glazed 12/312022 You Yes No WA Compete Edge Flbarglaae 5'rrg�le Dow with Sided leis). QnsW nglOtneWrg; XO, OX or OXO configurations) 25 y. Thermo-Tru Fiber-Cesucand Smoo*. ter Nominal U039;88quctNor li pact8quot Glazbd 121312022 Yas rig No WA Compoaea Edge Fiberglass Double Door Win or wthout Soeltn (IneMngtoutrwing; XX of OXXO configurations) 26 L The" TrU Fiber-CJaole end SmoeM-Ser Nominel 8511311;0 &4uotNon-IhpsC6qudk Glazed 12131/2022 Yee Yes No WA Composite Edge Flbsrgiau Slagle Door i1maki tglC utewrig; X wMiguration) 27 out, Theme-Tru Flew -Chink and Smooth Star Nominsi $1MSS;08qugtNan-I psct&quot Glazed 121311=22 Yes Yn No WA Compaae Edge Fibergle us Single Door with adNae(s) (InswriglOubming; XO, OX a OXO configurations) 28 do Theme -TN FherClassk and Smooth -Seer Nomint 81IH38;0&quothicnlrtpnd&quot Glazed 1213112= Yes Yes No WA Composite Edge Flberplen Double Door with or without S delites OrirMiglOutswng; XXa OM(0 configWroons) Florida Department of Business & Professional Regulation P%P I a2 Building Codes and Standards iarm2l Product Approval Application Detail Cella Malaya Gat Butt bass IsOMgo last >vas Xvs= N§Mdlw [ ralua EOglasaAJdcanse arlEalaaelL )wads fthallial ):HGA011" Asamnsl Eur< ReWbn 2020 MI Wodows and Doha gem allow WIs Roberto Lanes Steven M Undt, PE 11iD2020 ar10Oar2020 IOAW2020 12n52070 Appreed Claam: Exterior Docra (rib30.33e PE-0514 i717)317-6434 "Ca4poW aiding Exterior Door Aaemb9es tril6Inpsr®mMdmnt Compllente Msrhod: Evalusgon Repot from a Florlde Reglter.d Architect me Uoelsed Florida Prol-so il Endnaw . IVMUAUWMK Amrowdrauu MlawW for this IMRO QidM iM2 hoeud Modd. NLmbe w None product poserimmp Gt�t.ElMtilre3Daa IN wifig out" R Mi Ausi a l CCInItR 1 BERIE8420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 120312024 No Yes No WA 1463A16quotX606qud; NON -REINFORCED 2 36RIES 420ALUMINUM SOD SERIES 420 ALUMINUM SOD OX XO.XX 1201/2024 No Y. No NIA asLqud7i804wd; NO"EINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12A12024 No Yin No NA 14&3/4aquotXW&qua; 4 SERIES 420ALUMNUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX 12012024 No Yes No WA XO, XX 96sq.ours"qud: 0 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 121M2024 No Yn No N/A 1438,quot0skiiit: Florida Department of Suslreess & Professional Regulation For 1 .12 Buiidi rig Code i and Standards lWMI Product Approval Application Detail Gg� EOEGLIK Bye Bat ! WA 11ffft Ymion d1a01a1tWL1[ sdatett firesinew & Llaym Wedged ar VMltllia ahmIa1D EEGAMI&M Al NoVet (am Renton 2020 Wryn.Dat.n,a dVgm or Oveme.4 Door Dwayne Kaalsh John E. sees" Jassy P. Arm" P.8. 10M22020 Da2a'2020 10/M020 12MUM20 Apprond Corporation (330)76b8121 PH1737 (904)821.52w Ctepwy:. rase" Goa. dlmnlla wayrreeltan.4 araCdegoar. Seddon Gadhat Door A.ewMlln Ore Cartpll-0 VA40W! Ltisivatleh Report from a Floods R991804led Mended a e Licensed Fiore professional Engineer AMA preeuc YadelL Member aNam 9uMIoLAulem A�ra.atallu Agg®ad0allee Proolusst Illastriptlan COMES lialgnDat inHVIC oulde KVHZ hash Radow t Baltic Parade 3 tWWA1DOM200a1105 9We39: Msx aldh. 148e�: Max helpht. dyedng 12/312023 No Yes Yes .31.O0A35.00 oallow In top a Inlemarfids seden. 10 WOMIOMM VI123 188ASg; Mae w4dlh. 1411M.. Mix hsi^ dstng 12r412023 No Yes Yee •30.011"3.50 Available In top or Intamwillte sedlan. 11 800018100/82DO e1124 166409' Max Mldh. 14aM14 Man helaI deitns 12/312023 Nos Yee Ya •34.40AS8.30 avalable In top Or Intwnedlae sedlon. Florida Department of Business & Professional Regulation rose t or Building Codas and Standards 17lt0i, Product approval Applleatlon Detail safe assess no Bul two Patina Sit mm Ye= mcwhouK gmia Ena ULLU ors. ygAWAJk Xdd" FOG Machines hum>ad am Itaslahrt 2020 CemeapvemotAADO. ono. Tom Rattly UL LLC Troy SW P.P.E. 12MNM20 12d12020 12212020 Apprand C 9ogory: FJdw1or Done /6411404.2013 (964) 94r-0000 daQa4wr. Exterior Door Component. fan.rleeyga4nabloy.Co Camildlence MWIo3 (ler kOon Mork oLMdhg m Yodt lemhraNarrr Ondln,Assunme Appruwdfar Un Am""forUse impact Design EegB J'JJIIaMt. lac S 1011 ftli Ouladde.IGMi Rubs i ammm 1 e07, ro7, 7 747, 757, T7, end 64r angle end Pelee dr fludi. Gkoad, and Louversd eingle-d! Pdim Or 12/312026 Yes Yes Yes WA coders hollow metal doan- Florida Department of Business & Professional Regulation Paw 1 t2 Building Codes and Standards 1 ProductApidir Applicatlan In £41it It81nY w Dda rite ode Fwldrto alit mm )(edge IrIDL�IiWLi l�aC 1 KfLWIHafu AKM" k ydagta( i FBCAMWA Aggmm sea Rswalm 2020 MI Windows and Dauer &nl aminga American Anch taoW41 &evwn M, Urkh. PE t,M7/2D20 I, IN= 11212020 Apprtvwd csiegay: Wndows 9717)35O5X00 Mpnumclrws Assadetlon t717)317-a454 aubCtegon: angle Hung bwngermmlwd.com Campler" Mauled: CaNledon Mark of Listing sAW.cAsarT! ANualaugLAM Agencies f,U, OM DOM ifs! 11ddIL NLffAhKOt NUN$ lailon iraE, allaoa,l! In HVHZ trade. HVHZ suilli t Cnwln 2 185 6H 52x72 Fie)Flripe Frame IG/SG Single Hung 10/062023 No Yee tee +8N-60 Lamir rNd Olen CAI cu -s-r U L N 0-0 C a .� CIO V -0 � to VI C O Cis u_ O .� t7 Cn O .fl ._ Cn Q a Z Z W J !h � N O Ga i C3 Jai w o Z Lj cl r- O N to CV in Q C N N e7 CUP C N lac 3t 10 ie 3 . ox '` u Aax 'C zo. c ca in •LeT .t3 C ca G C, d y E �a =3 Z CU O > L CD- O Q Sltal�. V 0 L 0CE.)� t,J W O LCU W Q W z J z Q r�yJr�y s - SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Passed$ 101022 211111111 j5lttbar 21k li& Dabependlise 20 I= Yamian 11mY EaplOaaLiLlolote Validated SW Aagaag i$aMIM PECAmmmal Apg(owed yrspa Rmision 202D. Thwm•Tru corporation Soave Jespermon Lyndon F. Schmidt. P.E. Rye. J. king P.E. 10/07/2021 W/1&12021 10M302021 12118,12= Approved Cdegey. Strainer Doors (80Q) 843-70 PE4UW (813) 7 L74M 600~rf, 8Wnping Exterior Door Aeeembliss sjaepereoromth&rmatru.00 oompllance, Method: EvalusdohReport from a in Florida Registered Aroheeet or a Licensed Florida Professional eighan , L p�pfg,ygp Amaahad arse Use iiYla2 URI Product ModM. NmnMr or Nama Product Dowdotton In HV1jZ Mgt Ptmw,rs 1 aTherme-Tru Fiber -Gallo and amocth-Star Nomirra188M.S 8quMNon•Inlpauiaquot Opaque 12131/2022 No Yom No WA composite Edge FiterOtese Sfnpie Door (InomikingtiOubsemi2 b. Themv-Tm Fiber-Cloob and Smodh•Stor NominalS 6quakNond rrlpad&quok Opaque 12I91/2022 No Vee No WA Compodto Edge Fiberglass Single boor Y*h .Steel 9) 0nsWNgJ0utoWng; XD OX d OXA No 3 aThW".TNFtW-Cfamicand Smodh-Star Nominal88"W:Sscluothlon-Impactaquot 12131/2022 NO Vas No WA FlberWam Companies Edge Ooubla Oder vAai or Wthout SideOM (IraAlrlplOuteA(np; )XOr OXxO configurations) 4 d. Theme-Tru Flrr•C)assio and SmatiV -Star Nominal 7&M.0 AgrrokNon•Impeld8quok Opaque IV3112022 No Yes No WA Composite "a Fiberglase Ignore Dow (InaaMWrrgqfroOUutavdng: X configuration) 5 a Them1►Tru FlcenClaesb and Smooth-Sar Nominal 71MR50.0 aqutlKNon-Inpaddquot Opaque 1213lf= No Yee No WA Composite Edge Fiberglass Single Dow with ra"Wo) OnaleindOutaWng; XD. OX or OXO configurations) 5 1, Therme-Tru Rbor-CMuk did Sn ooth4lar Nominal8AM;08quot;Non-lmpwMquok. Opaque 12131rel= NO Yu No NIA Composite Edge Plbwg4es Single Door anammingoutewia; X ardgurdan) 7 g. Ther.r-Tru Flbok•Ckasic and &nwen•SMr Nominal U030;o ftoldh o-ImpaRaquot Opaque 12131rJM No Yes No NIA Composite Edge Filkarelaw Single Door rAtlm SideIM(s) (Inmarhe/Ou"mill; MID, OX or OXO aonfrpurabons) 8 h. Thamr-Tru Fiber -Classic and hnooM-Star Nominal 88M9g;08quakNoMmpMdBquok Opaque 12/3112= No Yss No NIA Composite Edge FlIe"Imme Doubts Door loft Or v1Nha9 adegees 11rumM 0utaNng; XX or OXXO opntgutadoma) 0 L Therma-Tru Fllfer44uioand Smooth -Star Niomined lip/ 10;88qugkNon•ImpsRBquot;.Glued 1213112022 No Yee No NIA Compicsite Edl Fib"mg single Door arwWinp/Outewilg; X Configuration) 10 } Therms-Tru FlberChasle and Smooth -Star Nominal 5&039;8&gUMNbn-Impad&quet Glued 12alf2022 No Yes No NIA Composite Edge PWwoom Single Door With SIOelde(a) (InsWrenDutawlrrp; XO, OX w OXO configurations) 11 k Thermo-Tru Fiber -Classic, and &noo5n-edu Nominal 611":80uokNon•Imp aliquot Glazed 1213112022 No Yes No NIA Comp nsho Edge Mbaglau Double Doerr Win or vAhGd Sidsirtes (In9dllognOuaAing; XX or OXXO con8euraIons) 12 L Thorma-Tru Fiber -Classic and Snboth-Star Nominal 78M39;O &quokNo"nipacSgLt4 Glazed 1213112022 No Yes No NM Composite Edge Fibarplasm9hple Door OnsWngfOuteWFa; X configuration) 13 m. Tlhrma-Tru Fibeir.Clasdcand amo0th-Slat Nominal 7&IeSg0dquor,Non.Impacdquok Glazed 12)5112022 No Yes No NIA Compost0& Edo& Fibogim*Smgh Door With Sidel New QnsWnp/(ubwlng; XO, OX a OXO configuration.) 14 M, Thatimm.Tru Flesr-Caseb and Bnhdem-bar Nlwmel &&M30;0 &quokNOMIMpRnetquet Glazed 12/3112022 NO Yes No NIA CdMMM Edge FlIt"an Single Door orrw Aofomwsop: Xoorrrgufferl 15 o. Themem-Tru Fiber -Chub and Snwoth•Slar Nominal 8&M90:0 &quotNon-ImpRrAlquok Gaud 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door Wth Sdelee(s) OmmengrOuMming: XO, OX or OXO wriOgurmtems) 1s p. Tm&rma.Tru Fiber -Chub and Smooth -Star Nomimal UOU;O&qu"on-Impscdqud; Glazed 12/31Y1022 W Yes No NIA Composite Ede& Flbwglses Doubts Door Wth or WttlhOd BWaatea OnsWnWOubmi ft X(or OXXO configuntions) 17 q, ThermwTN Ffber•Chesic and 8rrmth-Sher Narrate) OAY3g:9AquotNon-ImPeldAquot Opaque 12J31120Y2 No Yea No WA Composite Edge PlbMyloos8lnpla boor With Transom (lnaW ng/outwAO*; O//XX mrdlgurdo.) 18 I. Tama-Tru Fiber-CWwic mid SilloodStar Nominal 8601019;8&quotNon•Impaot&quM Opaque 12J3112022 No Yes No NM Compooha Edge Flbwglas Singh Opor am faldelib(y end Transom (ImvvinglOuta,marg; O/x0, 0)'OXor b10X0 ooMlguwdara) 10 a Thorma•TN Fiber -Classic and Smooth -Star Nomina188A190;68quoCNon•Impaot8quot Opaque 12rill Y2 No Yoe No WA Composite Edpa Fiberglass Single Door whin Siddga(s) (novAnglOuteW eVi XO, OX or OXO Continuous Plead and Sill wMlgumbons) 20 tThema-Tru Flbor,Clase and ameom-Bar Nominal 5M3'WOagrahNoo.lMmOKquok Opaque 12131/= No Yes NO WA Composite 644 Fiberglass SirpIo Dow With Si n&W OuaW ; X0, OX OXO deMa(q O ray ro, a ' Corldnuous Head and lRII configurations) 21 u. Therma•Tru Flbw-Chub and SmOdh-bear Nominal Slued a agixtNan•I quot GIUM 12131/2022 No Yea No WA Compoab Edgs lelDarg Wit Singh Door with SdalWo) en&WNIgK3Kaong: )0. OX or OXO Continuous New and SM Configurations) 22 v, Themra-TN Fazer•Clusicand Smooth-Steir Nomkral5M99:OUsackNon-ImpadAgvnt Glazed 12J3112022 No Yes No WA composke Edge Fi(oerokin Single Door with SIdNb(y OnsvangfOluedmIng; XO, OX or OXO ntinuous HOW and Sit 23 wThnYu me-Trd Plbesb er-Claand Sioct1-Star NNo ominall$Lq ,O&gL*kNonnlllgump"*ii) a&quot Opaque 12131120Z2 No Yu No WA Composite Edge Fibor9hu Door Panels moth Vented SidWW*) XX XKXorXxlo( Qmftaurabsm) 24 x ThormrTru Fiber aasted said Snload .Star Nominal 96M.0 8qucCNon•irrpsd&quok Opaque I v3t12022 No Yes NO WA composite Edge Rborglan Door Parch vrtlh Vented SidsiWo) OnswMgtOuhewksi; XX, XXXa XXq( ocrdlpurations) 20 y. Th&mm-Tru Fier-Clossicend Smooth-Sbr Nominal EUM;8&quoPNon•Imps0squot Gland 1213l/= No Yr No WA Compose Edge Fll arghu Dear Panels vM Vented Sidella(s) pneW4ng/0uawng; )0, XKXorXXXX configurations) 20 zTherms•Tru Pbar-Ctacsio and Smooth•Star Nominal UM99:O&QtxtNon-Impad&Q40t Glazed 12J3112022 No Yes No WA Composing Edge Fiberglass Door Panels wNh Vented acwws) enaWng/omwhg; XX xxxor xxxx configurations) 27 zit. Thera-Tru Fiber-Oasrdud St.ocMSlar Gland 1213112022 No Yee No WA Composite Edge Fiberglas Single Door with 3SIM D Sidelbe(si OnswinglOubW(nrg: XO. OX or OXO 2e 2b.Therms-Tru relber-Classic end SmmthSMr NNoominnsrep8Ae0G;0 AgelatNan•1 1213t/2022 No Yee No wA Compesln Edge Fiberglas DaojbM L3ow Widnes 3801300¢IdolNes 0nsWing1011terxngi OXXO configuration) 29 m Thermo-Tru Fiber-Cassc and B.hodh-ater Nominal 803R0 SquakNon•lmpa$kquok Glued 12MI/2022 No Yee No NIA Compose Edge Flbuplase Single Door vAh 3M1W.0 Addible) (InworioHhbvWng; XO, OX or OXO 30 zd. Therrms•Tru FiberChusio and Smooth-Stor t dnntrlal g39A.&quatNoMmpect&quot Glsz&d 12J3112022 No Yes No NIA Composite Edge Rbwglm Double Door with 3U dIg;O SkteMu (Itewhp/Ouawinp; OXXO configuration) 31 ze. Tfhrma-Tru Fiber-Ciasic and Smocr hSar Nominal 7&099V &qu*tNon-Impad&quck Shaker 12IS1/2022 No Yes No N/A arteWng/0utsalrV; X OX XO or Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FLN62611,01 QQgA I!n=v or D11111111111. 21M go 20 >St= .UjI Version Manufacturer Contact Engineer &u Validated Vallclarlied Submitted Parading, ARRIl2M Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W. 10126J2020 10/22/2020 fK 1211WO20 Cgiagory: Roofing S95423313805nalpertapolyglaste.eom RobertNiemnen Knezevich, PE ARAMN9 Subcategory: PE-58188 (954) 772.0224 11/01/202D Undadayrnents Compliance Method: Evaluation Report from a Florida Registered Archhisct or a Licensed Florida Professional Engineer Prod" FLJY625"al iiil9.e Produd Model. thadiw or MM datio i Sdeam UM aaa1�aaaddd��- 8 1 PDlyglaesRoofUnclor"eMs RootngursdMayments 10121/2= No Yes WA +NIA!-e228 1 PolyoaM Roo undtlMymerl(HVHZ) Poyalaes roof undemaYments for use In FBC 12/'23/2023 Yee No WA WA HVHztJrladk4lone. 2 Pogyas Roof Underlaymems (non-HVK;P Poyglass roof undtnabMmerRf, to use In 12123R023 No Yes WA +Wit-022,5 PaC noM4VHZ)uradlodon. 1 Polyyess RoorUndMaymarMs(HVHZ) PPooyyppNits roof undeneyments for use In FSC12R3i2023 Yes No WA WA hNFIT jursdktlore. 2 Poiligioss Roof Undsrteyments(non -HVHZ) PaalIyygql1aec roof urgarlgmor", too use r 12 0=3 No Yes WA aWAbOXIA lesd-nonAHVf4Z Wdskdons. 1 Polyglos Roof Undeftya rlt9 (W4HZ) Poygiasti rodunder(gymenti for use In 1`5012U2023 Yes No WA WA HV112 JL 6sallclloan. 2 PolygasRoof Undedayments(non-NVh12) Poyalawroafurtdonaymente,farusah 12t2Y20C3 No Yes WA +N/A/-622,5 FSC non+1VHZjurisdictions. 1 PolyalaesRoof Undedaymems(HVHZ) Poyalanrotor undsAsementefor useinraol2f2311023 Yes No WA N/A HVHZ jurisdictions. 2 Polydass Rent Undedayments (non-HVHZ) Poyalass root urdtmleymefil for use In tW23+1023 No Yes WA +WAI-M.A FBC non-HVHZ jurisdictions. 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Ryan J, King, P'S 02nd2021 020131021 02A22021 o4M3121121 Aparwed CA-por Panel Wells 1330)M-2389 p6.43408 (5/3)7d7-0eas 9ubcabgeM• Soak Mhempwn asiod&omn C"114 aeN.aal: Woluaden Report Imam a Nelda RoglebrodArdNmet or a. uninitiated Florida Pmli=i nml Eng im closer A� Anprommed lor vos Anemone for Use (ampL gsliap ewer Pro" ModmL mmaw W Nome Timm" Omdovan Caved t Wrdlatasto 1111N1Ri= o �iit Prommis(a I t 4era2T6quot e0R Vent or sold Vinyl Seat 12mirm NO Yes No WA 2 d &W-rAtams reseed; some Vasty Sold VIrM gala 121312023 No Yes No WA 3 c. 6ad;Greenbrlr Vintage OeedadUM. Oota Vent or Solid VkM Sofa I2/3112021 No Y48 No WA 4 d 6quat;Osiaet gold Vent a sold VIM Beta 12131=3 No Yee No WA a a. 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Floods Registered Architect or a Licensed Florida Prdcealend insinmr Quality Assurance, Associate far car AtcrOvse for use ram 2im ME �sa+te.^maJgtls® LaOdalMdmlaD GarYmstfawl[almFatt 1,MVdz OL"M Mum aMla4st Prisn- 1 DseAAi'h DA•4.149.IO Deal -ter DA-4 Lev Profit., Pdsprepykes Pisr k, Rao VnI 12flW025 No Yam Me -11? 51.471 MaooreayAbsmesM Pywood beck. Florida Department of Business& Professional Regulation PAN I of I Building Codes and Standards IrA022 Product Approval ApplkAdon Detail 926 ilntUX 20 go flak Gtwiaa flak ntt4 version Manufacturer colaot Erwtnuw&Lldanm yalldaad by Validated Substrates!raCADaawl Qgp IN" Revision 2020 AM American Shutters andl Gins Mine Barbiei Frank L. Bernardo, P.E Troy Bishop, P.E. 10291M 1011 s= 1110512020 1211572020 Approved Colliery: Shutters (SM) 7124M PE.0046549 (254) 2647-0960 SubC~rf, Stoma Panels mlseb*olhMor"nehude Gemplaoa Meshed: EvallueDon Report from a moom Florida Registered Aronlad ora Licensee Florida Professorial Engineer . 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P.E. 020=21 10H3/2020 0210CVJ021 A 00d COA99M ShadVd Carrporlarbs (261)a244476 (808)OW3248 616Cahgoy: ahganNmd Lumber Rd-tAide oingiwaieha compliance Meted: evelwno Report teem a awa.— Product enakm n 6e1y 2 4& AdlRaad At KMMUff face LUVMMUW.MYM lama Osmoo $Ian RtdudYOda6Nudhraliras *a0d!ffittlMlm Sr9Daidsoulwalt inHYRZ 2Ad& )ldi Btfleat lif ssurs 1 Mkrolan LVL Lamnated Vernier Lumber 93MI2023 No Yes N/A WA 2 Pardlam P$L Pirelli wend Wrtea 031312023 No Yes NIA WA 3 'n bWSnmd L$L Laminated Stand Lumber 031312023 No Yam NA WA 4 TJ Rm Board EIf110Nel Camodte Lumber or Oriented alrald 03131=3 No Yee NA WA bard ram Ems ro 5 W&eamew—Ren ah.ro Odant d send RoW Ren Board 031311=3 No Yes NIA WA hero mac eattialsa R#V6W 2020 gaol Rodno Caeepmy: Rocome 4u1mCWPry: Reading Visa Complis ea MNhod: 9"Uston Ralph hem s Product Evahiekm &MI, AMA is gamaY . g era, Sala did 6gll W Theta same; afield 17 Barney 600- Side. Onab troop: SPIN Shake i8 Bury Mlr Bit- 8, Snobem hp: split ehske Ice Suoey700-$limke,Slow 6dmp;80NShake 2) 27 Ss[ooyy 700- U.N., aide same: spat snake Taiet Erpanal8ardaino 26 Wb Flords Delparteai t of Business & Professional Regulatlon Building Codes and Standards Product Approval Application Datad mom Contact emasa,IIllwfat Velidded Am Andaravo Rcaan KPM0 unlam Evaluation GeryW.Vrslhr (801)360.8081 Servlad I.I.C. (206)864�0190 RablMedenOnebad.00 m Par I all 147=21 9 � i1 Atam mazion e am" 1 W312D20 I110272020 111"20 AOPre/od FiatFdt Ric l WmAf, CO 12A1 �b Notnow" � Fit PrdIN - eteckto. CA 1241=0 No Yea NIA WA FW Profits • R)ako, CA IVSI M20 No Yam N/A WA Pill Pmwa• 9(ockten, CA 1V3lr02o No Yam NIA WA Flat FYdlle-Memo , CA 17l11=0 No Yes NIA MA Hem Prole - Kay, TX 121814020 No Yet MIA NA L—LPlWa - Kay. TX 12512020 No Yam NIA NA Florida Department of Business & Profassloml Regulation Building Codes and Standards Product Approval Application Detail hp, l el t 1/#]021 Sal! Brower aft 2112 om*Fm/Om 21111 Amer Wag 'AWSNlllar an" cooem LLIAm xdwo daL kill" ea m= PAC Aaamrr aagg m ram Review 2020 Alpmw sus6 Lewis ICC 6Vduran Saldoe, LLC Wit—M. Planer, P6 1003112020 iW2/202D I1AL1202D 1100601 g Approved Compost, eaudl mil Camp.-M. (WI)110-3377 (401681407 aubC~ry: Trips Rates slanihsolPhomm.co n Castellanos, Method [-valuation Repo tiara a Product Mlualln Emmett, tlad ftduff 1 ITW 0whiul Ira HV-ftemra 1H. tamp: a) Meld e4rrl.cta Piste 2 IT W BCO/Apne limp, pate. Morel Connector Phte i ITWBCOApne T(ulw Mehl Connector plate 4 IT W aCGevpIM Yva. Neater Connector Pka Gussets Assurance, -oMRU Aaaro od far Use AObroyWTor InNVINZ Uam QuIddliflV11111 W HWess gift i 21312024 Yam Yam NA NIA 12/312004 Yet Yam NA NIA 121312024 Yes Yee NA MIA J21312024 VM Yea NA N/A Florida Department of Business & Professional Regulation sip, 1012 Building Codes and Standards 00021 Product Approval Application DOW Cot i&IbLa act an 2aadPalama an ha& Ytdon KMAIghm Contact lrxM .&Lk a validated Ise MWIW Aulistatt PAC Ao oral AamJad Odle AMmhrion 2020 AIPIa Aluminum, hc. Joel she Wig R. Lomas Steven M. With, PE 11140202o 11/ta2020 11420120M Approved CINOWY: Penal WNes (407) 301-2058 PE-82614 1717017-945 , aebCatopory: ants a4Waalewnunbeeyaho Ceapllant► Mdbo6: Evaluation Rape tom a s,.eom Florida Registered Arohk d v e U—sed Florida Proreesohd"mad, Attempted far AeerauN for us A=d QUIE ama uhYmmSold Ira lrgm S Ift WVKi 25 Z BRIM= P—, + Ap1e ASorry; Vented ALlmlh UM Atha Aklmirmum add 6sblp; Vented Amin um OTI3w2012 No Yee No WA CMU &Strip; Wood Scflnr CMU Ammir; Wood Florida Deportment of Business & Professional Regulation page 1 d2 Building Codes and Standards iWaXII Product Approval Application Detail Cad+ treat late are omftndm An l fm XKM limffdYOC fAmeaL ermma.L1a01t Vddd.a ere Idle" Will= FINC Amrewl As®all fa" s eMslon 2020 W wait— 8.0 Ooore areal minor ma Ancon Archbodusel aiman M later, Pa 11/2202020 11222140 0M 11Ra20 Approad Calengory: UMdowa 4r1?138dd1W Manubdurei Acfachdon (717)3lr4454 "Calopory: Filed tlsMknPramhvd.com Canplhnce Mahal: GrUSaa oran hteListng sYl1eYAYlaO� AOaaMdrALLAI AmrandfaLlaa aiA1m OeMon ewe Product Mach faadr a rues gig a In Hva outdo INN: IMmaa Pm M 1 165 PW 73. 721nplehd Glass 040=11 3 No Yam No .80040 go hm YatMD omtewwro MMMOln 2D20 PST Intlustaa C4ta01ma: y ho— 9,Mgigary: Medlena Compliance Method! 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Praduet ModdL NLnb, w NM 1 MJansfaNl DOOn antl Windows Fbdda Department of BLalnoao & Professional Regulation Building Codes and Standards Product Approval Application Detai ph,g. i all 14=1 Cadid ftobtleir AJAafrt! )91Nmd w VWllaad 5lesecd FACAMMInd Aalas)a! efAta Jens Res —In Mad•rede aCCO-Coal Mhrn40.0i 9CCD• VAL I1AM20 11A792020 11AV2020 ApProvM (941)4800100 (Tae)315-28a0 JrosowekQppdMlsulete Cam Pnd d assimilation Cwlrumzwndloncmg Ina1'Li 4!ffiAdt1981i Efpanal P�N AMMIOUM MIAOM 08/261=8 Yes Yes Yes WA Florida DeparlmaM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail go liolliCaC MER taldon Maur Mr, cartam emoe:.a.Llreda, ReWmin ZD20 GAF Ml.""I pen Ran M W a.n Cd.pary: Rooang (600)70e3411 PE3a165 SubC gery:AsplistahMOn mMhheoaf.00m COMM)— Method: 6WUNln Reprt from a Flollda ReglWred Architect a a Licensed Florida Professional Engines Ai1tlIId0141itit AMA &2AmLm2dLAMkKamm LnYdRtudo im 1 GAP Asphalt Roor smitten Filed mlmaead San. Immrose, 0.1w and hlp/r107e.spesN sha0ln pimp/an 14=1 vummMLaw am" eamaad tlCdootmal AbDr"w Rita John W. KnRmin. PE OW25M20 002112020 10IM020 I2/162020 Approved (e54)772-a224 ouON Assnon AsigildiiijaitUtsAMtaIldfar Um am R contract K drdi-Data In Hylii i tirWkat GtlAadn 12116r1022 Me, Yes MIA WA L �+ 2 2 Q O D . .� � Q 0 . "C3 ICU E 0A�r� Q L CU Ca— W Cc d . //�� Cn Q a Z Z W J G V n G t, cn LID C14 L_ 3K fA CL N C 4V r N Q G CV Florida Department of Business & Professional Regulation pop, 1 a1 3 Y Of Building Codes and Standards 4Sl70:+ cu w Product Approval Application Deb11 C .. Q m d= O Ctdt now or Oft PMAM ' � T Tilt V"w thnuhchr gotod Validated at yield" aLtmem PW Amrovr A9L+ormal mom n �• .O ReW.W 2020 Flelde Metal Products Inc. Clint Jens$ JIM" L. Such r. P.E.@ St~ M. Urkh. PE OWV12020 0928r2020 10,042020 12A81020 Appraad C E counsel Rearnp (904)1s:,s.W0 Caucit 9aynsmg (717) 317-8454 00 � auIeCe eporyr fleeing Accsearw that are en olarkedemeo.spirit PE-31242 � IMaQN Partsrtha RaNnp ayaaM i 0"wilaPoa Mdhod: Evaluation Report from a p Fiend. Regldared ArdhUd a a Uaanwd Find. Professional Birth r Aduroved ter use (radial � AaaA i 3- FLAMCO 6gdWRV 10 RlOge V4ma4ud; Aluminum RMpa )V4mM4 Nor pltenW coda MMgMd 1213 �_ almY t z Notallift S WA from CAN Alumnum Fonda Department of Business & Professional Regulation P.O. I or 1 Building Codes and Standards 1mr2022 Product Approval Application Detail SM xMit YAiwaa lOsod6aYltd[ j ruin, or 24 srarfaai ROW2 LLULUK 29wam.mC Yale eldlail d Daa Pamm�a 93a Fe0Apomval AadDlYld Skgua Revlston 2020 Global Protection Produete, LLC. Tim Robinson Wafter A.'rut Jr., P.E. John WKmnvlch, PE 00108I2020 OLV0LO= 101,012020 /21152020 Apprmod CadaBd++'Y Shdam (054) 880-7546 PE-44157 (064) 7724224 subcategory; clam Panel. bm.robinaon®oppantoom compliant Method: Evaluation Report from a Florida Registered Architect ore Licensed Florida Professional Engineer ¢Ag,a Product Model, Number or Name ProdLidonulbtion Contain � Outside HOW R"Num PMWWM 1 20 Gago Galvanized Steel Storm Psnoa1HV11Z composed Galvanized Seal Storm Panels retained 12f0112022 Yee Yes Yes WA 2 24 Gage Galvanized Steel Storm PalehrNliVH2 or not by Menke to provide humbarw ppreaction. Corrugated Galvanized Steel Storm Panoh reamed 12151I2022 No Yes Yee N/A or not by trades to propdo humcane pn3hWlon. Florida Deportment of Business & Profss9lonal Regulation Pop Oft But Idlrg Codes and Standards 117=21 Product Approval Application Detail SM Moth, or sits gas 20a.PodrA lash 2= YM&lon 94wommfaL Conrad 2MUSAIM M xwdd" YAHa" *ing" zacAmend &gout mum RaNaton 2020 CornmrdM Canada RotllKKalno. Reba Gars SamuolA rkmeneera Jon Hoy 12/1a2U20 12/I41020 12/291020 carp FBC Appe Customer; BolwlW Components (41 S)OW3707 PE-34245 (362)5".6311 alaCaaPry: Produces MOM*ed as a Reafi of pracedgdaeyalao.aan Now Teenrpleyy COMielter)ae slashed: DiluNln Repo man a Flodde Registered Ardheaet err a uwaed plane- P, lead Engines 2LaaLAtataca! A2030MLhxg a 629M .erQ sew BAR& 20= Will Plffidl Oh fmgrtr�adaA, * Islddli outdo, kVHZ lads art P7 re 1 CtlanY Prated a COMloadd Comoro*Pradddt Procter and Prestressed Caprae unteb 05262024 No Yes HA WA August 10, 2022 U) CD -6-d z Cn M 0 LL O CL L U O L CL CID W O M W Q z ....I Z Q J a SHEET NO. PA 1,1 N cu U O� N a O .� U ^^ cc cu V/ N O Q bddo O I0 .� CV O 0 Q� L Q L -044 � :� Q eh A • N Cl7i y' mL s a,a.l C2. o 4 A L� N --o m x � O It N a N .G f/f y O +O cV �C N N cp Ed. C C 6�1 V � �Q �.. 16 p+ 67 D d d C O N fl..a E m o Q � 0 w cn E �f Z �cn V i cu cu O CL �. 0 Q V O L Mcu W cu a z J z J SHEET NO. PA 1,2 Florida DrpilOirrt d Biiditrrr A Piofreririlrl Rfpiilttlrn ►tw I At goAdi DrpualrlK d BWnere a PiOtrpionrl Rpuletlon h«t r t RINMie Or{piYnak d Budnees 6 PIo1MNoml IiWitlan Paee+ •+ Fralde DllPilrflefa d Buflalera A PltAeeNond Hfplitlon N[+t at Buldlrq Codes altdBUNdrrdE manor! Buldinp Codes and SOfradfnlf aaanrm BaWlnO Codes and SertdfPda 1Nigptl BuWlnp Codes and 80rWrdf onaamf P'eedaaei i Epp oaerr Pndliet Approwi iPPiMy� De1M raodiaot �yfproeei Aaaiaaon Detfii ikalkaei "psi Apv1'aaon DeOte Aalr ifiuc Orr AlY OYrJ,I.r. no Adr rfrr: alra � Arera.ari ore Ode errla oir � �i�f�dfi� olea Ori atlas Ails Art orieurri ore � twit rrrwrxtr � rrirratlrre warerr � Ws+le! �rsaai! liies� Mari +Je! �ryhE i�i 41aie1 rer..«auwrm wlrwwr tr rw awwitbd P!@Aseei! �! ll�i Hii IYalii 4�lult c.rwraur.r. 1�Itl.®E l� flr<#arelL lnaa! psi � 1►dsr lam[ �eYs er.rauw..Y fldliwrl� l44lst �dllrl ffi/imal !rise! dil i. rw' .. '. , .. -. iF• �[-:.•� n, : -.I-. i..i iii �..� -t. �,.. i - .lr,� a .t.F F - — - - I Y, . Y �'� *fit �e7�`N.y �.t� MMMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12r 2020 00 For direct InKs to all WT AMroJsls ided below, CLICK HERS For additional Information regarding Florida's Statewide Product Approval System and Ma )ads County Notice of Acceptance (NOA). r gIS anew FLM2355.R7 AKA Product Modal. Number or Nema Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Then stainless steel masonry screw FLMN5M9-RO h" Product Model. Number or Name Product Description 1 8010112DBB Outdoor Accents Connector Screw 2 S09112, SD9212, SDI0112, SDI 0212 Strong -Drove $D Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, 6DCF272358 5 SDCP22434, SDCP22512, SDCP22e14, SDCP22700, SDCP22868, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SOS25112.. SD825134, SDS25200, SOS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SIDS Heavy -Duty Connector Screw SDS25500, SD82580D, SDS25800 8 S0826112SS, SDS2620068, SDS252126S, ISDS26300SS, SD826312SS Sirong-Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2718, SOWF2720, SDWF2724, SOWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#f0007-RO As"Product Model. Numharor Norma Product Deacrintlon 1 ATR318, ATR11Z ATR5/8, ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUO9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 EP318.2, BP112, BPI/2-3, 8105/8.2, SP-518.3, BP314, BP3/4-3, BPRTU03-4 Bearing Pates 4 CNW318, CNW1I2, CNW5/8, CNW3/4, CNWS/8-1/2, CNWS/4.SM Coupler Nuts 5 CTUD55, CTUD65, CTUDW, CTUD76, CTU076, CTUO77, CTUDS7, CTUD88, CTUD97, Coupling Take -Up Device CTU098,CTUDOO 6 N3, N4, N5, Ne Heavy Hex Nut* 7 RTUO3, RTUD3B, RTUD4, RTUD413, RTUDS, RTUO8, RTUD7, RTUDS Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 1D URS3 &S" Uplift Rod Run Tiedown System 11 URS4 1/21' Uplift Rod Run TadownSystem 12 URSS 6/8" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tiedown System FL#10441-RB n�� Product Modal. Number or Nama Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC1= Hold-down 3 H008, HHDQI1, HH0014 Hold-down 4 HOU2, HOU4, HOU5, HDU8, HOU11, HOU14 Hold-down 5 HPA26, HPA35 Strap4tya purlin anchor 8 LSTHDS, LSTHOSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor soap 8 MPA132, MPAI44 Strap-stya Pullin anchor 9 PA18, PA23, PA28, PA35, PA51, PA08 Svap4tyle purlin anchor 10 PAI18. PAI23, PA128, PA135 Strapstyie purun anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14. STH014RJ Strap -style hold-down M Simpson Strong -Tie 2020 FBC Approved Products Updated 12rsa12oz0 For direct Inks to all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marr-0ads County Notice of Acceptance (NON. cLrC_K 99 21 LB series hangers Top flange hangers available In width of 1-9/18" and heights ranging from 6318" to 15.1/8". 22 LBAZ sties hangers Top flange hangers available In width of 1.911e" and heights ranging from g-ViS" is 13.1/8". 23 LEG3, LEGS, LEG7 earles hangers Top flange hangers available in Widths ranging from 3.114" to 8- 7/8" and heights ranging from 9" to 33-112'. 24 MEGS, MEG7 sores hangers Top flange hangers available in vAdths ranging from 5-114" Ile S. 718" and heights ranging from 9" to 32.1/7'. 25 MIT series hangers Top flange hangers available in Widths ranging from 1-9116" Io 5- 1/8" and heights ranging from 9-114" 10 2N 25 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available In width of 1.91le" and heights ranging from 3.318" to 7.1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangars available in Widths ranging from 1.9/18" b 7- 1/8" and Might* ranging 9.114" to 32". FLM10980-R5 AMA Product Modal. Number or Name 1 ASA44, ABA44R, ASA48, A13A48R, ASA86, ABA66R 2 ABU44, ABU44R, ABU46, ABU4811R, ABU5,5, ABU5.8, ABU65, ABU68, AB(1BeR, ABU88, ABU88R, ABU1010, ABU101011R, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW48RZ, ABW86Z, ABW88RZ, ASW7.7 4 AC4, A04R, ACE4, ACS, ACBR, ACES 6 BC4, BC48, BC4R, B08, BCSR, BCS, BCS2.2/4, BCS2-3/e 6 C844, CB48, C848, CBBB,.CB86 7 CSSO44-SDS2, CBSQ46-SDS2. CBSQBS-SDS2, CBSQ88-SOS2, CBSQS&SDS2 8 CC, ECC, EOCU Series 9 CCQSDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPTeeZ, CPT88Z 11 EPB44A, EPB44, EPS46, EPBBB 12 EPS4Z 13 LC844, LCBSS 14 LPC4Z,LPCSZ 15 MP844Z, MPB88Z, MPB88Z 18 PB44, P844R, P846, FEIN, PB68R 17 PBS44A, PBS4e, PBS88 18 PBV6, PBV10 19 PC44.18, PC48.16, PC48­16, PC64-18, PC M18, EPC44-18, EPC48.18, E-PC4&18, EP084.16, EPCOO-18 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PCBZ, P08RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPCOZ, EPC8RZ 21 PPB44-4Z, PP844.8Z 22 RPBZ FLrW 0MIli 2AU ProductModal. Number or Name 1 FJA, FSA 2 FRFP 3 GH464 01146.8, GH48.8, GH48.8, GH410.6, 01-14104 GH8&8, GH86-8, GH68-e, GH8& 8, GHSI ", GH81D-8 4 GLBSA, GLB5B, GLB5C, GLBGD, GLB7A, GLB7B, GLB7C, GLB7D 5 OLBT512, GBLTSI2.OLBT516, G81-TB18, GLST520, GBLT820 e HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFP1"DS3 9 URFP Product DFJ>�I{�rL 94Poat e BasBasn Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Barre Soled column caps with WI ranging from 3.1/4" to 9.112" and W2 ranging from 3518" to 7.112" Screwed column caps with W1 ranging from 3.1 /4" to 9.1/7' and W2 ranging from 3.5/8" to 7-1/2" Concealed Poet Tie Base Embedded Post Baas Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Poet Base Product Description Foundation Anchor Fat Retrofit Foundation Pate Girder Hanger Gluam Bearing Pal Glulam Bearing Plate Heavy Gluam Bearing Plate Heavy Girder Tledown Universe I Foundation Plate Universal RetrofRFoundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 cmFor Career Inks to all SOT approvals salad below, alJ. KC HERE For additional Information regarding Florida's Statewide Product Approval System and Mam43ade County Notice of Acceptance (NON. LUCK HERE. FLN10446-R8 )Aq)j Product Model. Number or Name ProductDoscrintlan 1 A21, A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVAS Outdoor Accents Angles 3 AP844, APB44R, APV666, APSWR, APB88, APB88R, AP81010, APB101OR, APVB44, Outdoor Accents Post Bases APVB44R,APVBSS,APVB56R,APVB88,APVBBSR,APVB1010,APV13101DR 4 APDJT24, APOJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2.4, APVDJT2R4, APVDJT24 Outdoor Accents Deck Jost Ties APVDMR-8 6 APHH4e, APHH40R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 8 APL4, APL8, APT4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z. CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FCq FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 CAI, GA2 Gusset Angles 18 H2A, H2;5T, H8, H10A.2, H10S, H14, HGA10 HurricansTles 17 HCJTZ Heavy Concealed Joint Tie 18 HH4, HHB Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L$0, L60, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L650, LS70, L%G Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ28LZ, LSSJ26RZ, LSSJ26LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21 ORZ Fisld Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skewabie Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 RootTisDown 29 MMHC Hinged Roof Connector 30 MMLU28, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLUWI Face -Mount Hangers 31 RBC,RSCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RT044 19121d Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clps 36 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FLs110447-R5 A2" Product Model. Num bar or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSCSRSD93, DSC5L-SDS3 3 OSC 4 HCP11.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4M,81, HHRC44, HHRC5.25M.25, HHRC5.37r3.12, HHRC60 6 HRC1.81, HRC22 7 LRU2e, LRU28, LRU210, LRU212 8 LSU26.LSSU28,LSSU210 9 TBE4,TBE6 10 TC24:TC26.TC29 11 THAN, THA213, THA218, THA218.2, THA222.2, THA413, TKA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428-2 12 THAI1.81122, THAl2.08J22, THAIZ 1122. THA1222, THA1322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA28, LTHMA IS THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12410/2020 For Elect InKs to all SST approvals, Ided below, CLICK HERE For additional Information regarding Flntla's Statewide Product Approval System and Maml-Dade County Home of Acceptance (NOA), COCK HERE FLS104611i laxProduct Modal. Number or Norma Product Osscdu>ttan 1 ET, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCIS Coiled Straps 3 CS14, CS", CS18, CS20, CS22 Coiled Strap* 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 ComprsssionlTension Strap 6 DSP, SSP, TSP Stud to Plate to 7 H1, H10A, H2.5A, H3, H6, H7Z, HIS, H16S, H18-2, H16-26 Hurricane Ties 8 HGT.2, HOT-3, HOT-4 Heavy Girder Tledown 9 HS24 Hurricane Tie 10 HSS2-SDS1,5, HSS2.2•SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HSTS, HSTB Straight Straps 12 HT31e, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 13 HTSQI8KTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36 Straight Strops 18 LSTI49, LSTI73 Straight Straps 17 LT820, LT840 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium GirderTadown 20 MST27, MST37, MST46, MST80, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC88B3 Pre -Bent Straps 24 MST128, MSTI36, M6TI48, MSTSO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTSSOC Medium Twist Strop 28 NCA2x10-12, NCA202-12, NCA2x8.16, NCA2x10-16, NCA202-16 Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SPB, SP8 Ssld Pats Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST1.2, ST18, ST22, ST292, ST2122, ST21151 ST2215, ST8215, ST8224, ST8238 Straight Straps 34 T820, TB27, TB30: TB34 T842, TB48, TB54, TB681 TWO Tension Bridging 35 TWB10, TWB12, TWB14 Wan Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB108, WB10BC, W8128, WB128C, W6143C Wall Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7.83, CSH2.374.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.5040S, HGU5.62SDS, HGU7.00-SDS, HGU7.25. Heavy Hip to Rkfge Connectors SDS, HGU9A0-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS. HHGU7.00SD8, HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS28.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUST25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for IJosts Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU20. HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HU001.81/9-SDS, HU001.81/11SDS. HU00210.2SDS, HUCO2103-SOS, HUCQ310- SDS, HUC0410-SDS, HUCQ412-SDS, HU005.2519-SDS, HUCQ5.25AI.SDS, HUCQ8f0- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3012020 emFor drect Mks to all SOT approvals head below, CLICK HERE For additional inkmattdn regarding Florida's Statewide Product Approval System end MamDade County Notice of Acceptance (NON, ra Q W. FLX11488-R5 §W Proci Model, Number or Name Product Dosadii 1 HHUS210-3, HHUS210-A Joist Hanger 2 HRSB, HRSS, HRS12 Strap Ties 3 HUCO210.2-SDS, 14UM2103-SDS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02SDS3, THGQ3-SDS4:5, THGO142-SDS3, THGQH3-SDS4.5, THGOH4-SDSiS Joist Hanger 6 THGW3.3, THOW3-4, THGW4-3, THGW4.4 Joist Hanger FL#41473-R5 Sea # ProduetModel. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H18S, HIS-Z H1&2S Hurricane Tie 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAMIQ HMO Masonry retrofit connector* 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2 5. LGT4SDS3 Girder Tiodown 9 LTA2 Lateral Truss Anchor 10 MEFA12, META16, META18, META20, META24, MEfA40 Embedded Truss Anchor 11 MSTAM24, MSTAW8, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twiat Strap for Masonry FLAirl1496-RS AgaProduct Model, Numbar or ma ProductDeserinNon 1 DTT1Z Dock Tension Tie 2 HD12, H019 Bolted Holdowns 3 H038, H055, HD78, HD9B Bored Holdowns 4 HTT4, HTTS, HTTS-314 Tension Ties 6 LTT19, LTT20B, LTTt31 Light Tension Ties FL#13626-R5 uoa x Product Model. Number or Name Product Description 1 SB5/8x24,SB7/Bx24,S81x30 SS AnchorBolfs 2 SSTB16. SSTB20, SSTB24, SSTS28, 5STB34, SST336, SST81 OIL, SSTB20L, SST924L, SSTS Anchor Bolts SSTS28L FILM 3872-R4 ,Sect# Product Model, Number or Name 1 CMST12, CMST14, CMSTCIB, CS14, CS16, CS18, CS20, CM 2 HRSB, HRS8: HRS12, FHA6, FHA9, FHAl2, FHAIS, FHA24, FHA30, MST128, MSTI38, MST148, MST180, MSTI72, SIMST27, S/MST37, SIMST48 3 HTS18,14TS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LSr149, LSTI73, MSTA9, MSTA12, MSFA15, MSTA18, MSTA21, MSTA24 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, SF2122. S72115, ST2215 6 LSUBH3.25, SUBH3.25, MSUSH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 l iA30, MSTA38, ST6215, ST0224: ST9, STIZ ST18, ST22, MSTC28, MSTC40, MSTC62 10 MSTC88, MSTC78, ST8238 11 MTS12, MT618, MTS18, MTS20, MTS30, MTS24C, MTS3OC 12 S61.56, S/81.81, S/82.06, S82.37, SW.58, 81132.68, SIB3.12, S1B3,56, SIB3,82, S18,4.08, 5184.12, SfS4.28, Sr84.75, S65.50 13 S/BA2.12/8, S/BA2.12N0, SMA2.12/12, VBA2.12/14, S(BA4.18/8, S/BA4.18/10, SrBA4.18/12, S/BA4.1SM4 14 S(H1A 15 S/HD6S, S11-088, SMD10S; Srt(0108, SIHDISS, SHD158 16 S/HOU4, S1HDUB, S(HDU9, S1HOU11 1T SIJCT, SIHJCT Product Oaacriptlon Coiled Straps Straps 97 mil (12 go) Heavy Twat Straps Straps 43 mill (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (1e go) Straps 88 trill (14 go) Medium Twist Straps Top Flange Jost Hangers Top Flange Jost Hangers Hurricane Tie Holdowns Holdowne Joist Hangars Product Description Concealed hangers Foos -mount (DU, DHU) and top flange (DHUTF) hangars available in widths ranging from 1-9/16'to 3-9118" and heights ranging from 0-1/8" to 23-15118". Face -mount hangers Fare -mount hangars available In widths ranging from 1.518" to 7. W8" and heights ranging from 6-WI 6" to 12.718". Face -mount hangars Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 118" to 6-118" and heights ranging from 4.314" to 15-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flanges concealed, Face -mount hangers Face -mount hangers available In widths ranging from 1-9118" 0 7- 1/2" and heights ranging from 2-7/8" to 19.114-. Concealed flange version (HUC) available for all models having width equal to or greater than 2-0116", Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12130VMO amFor direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA), �I( ur HFRF, 18 SfLBV1.58, S/LSV1.61, S/LBV2.06, S/LBV2.37, SiSV2.66, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers S4.BV3.68, S1LBV3.82: S/LBV4.08, S1LBV4.12, Sf BV4.28, SA.BV4.76. S/LSV5.50 19 S/LT720, SIDTT2Z, SHTT14, HTT4, HTTS Holdowns 20 S/MSTBD, SMT72 Straps I I a mil 0 0 got) 21 SP4, SP8 Stud Plato Tin 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL111113904-R6 fta Product Medal. Number or Namt 1 CCQM3.02-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SOSHDO, CCTQM3.82-SDS3, CCTQM4.82SOSG; CCTQM5.60-SDSG, COCQM3.82SDSG, CCCQM4.82-SDSG, CCCOM5.50SOSG 2 ECCLOM3.02G4KT, ECCLQM4.e2G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQM04.620-14T, ECCLLQMD5.6OG-KT, ECCLROW3.62G-KT, ECCLRQMD4.62G- KT, EOCLRQMD5 5OG-KT 3 HGUM5.25, HOUM5.50, HOUM7.00, HGUM7.25, HGUM9.DO 4 LGUM20.2, LGUM26.3, LGUM264, LGUM28.2, LGUM28.3, LGUM28-4, LGUM210.2, LGUM210.3. LGUM210-4, LCUM48: LGUM48, LGUM410 5 MBHA3.12/9 25, MBHA3.12J11,25. MBHA3.59/7.25, MBHA3.56M.25, MBHA3.56/11.25, MBHA3.68M1.88, MB1i MBHA3.50/16, MBHA3.58/18, MBHA5.60r7.25, MSHAS.50/9.25, MBHA5.50r11.25, MSHAS.50/1 188: MBHA5.50/14, MBHA5.50MS, MBHA5.50/18 e MSHU3.6M.26, MSHU3.6&11.26, MBH1.13.56/11.88, MBHU3.68114, MBHU3,56/1e, MBHUS.58/18, MBHU5.60/9.25, MBHUS50f11.25, MBHU5.50H1.88, MBHU5.50/14, MBHU5.50/16, MSHU5.50118 FILM 3978.RA Product Model. Number or Name 1 SDW22300, SDW22338, SDW22438, SOW22468, SDW22600, SOW22eOO. SDW22e38, SDW22834 2 SDVVC15450. SDWC15800 3 SDWH19300D8, SDVVH19400DB, SOWHIPOWDS, SOWH19800DB, SCYWH191000DS 4 SOWH27400G, SDWH27800G, SOWH278000, SDWH271000G, SCYWH27120DG 5 SDWS18212, SOWS18300, SDWS16312, SDWS16400 6 SOWS19S00, SDM1971Z SWVS22400,SDWS22500,SDJVS22512, SDM22900: SDWS22800, SOWS229DO, SDM221000. SDWS221100, SDWS221200, SDWS221500 7 SDWS2230008, SOWS2240008, SOWS22SOODB, SOWS2280ODS, SDWS2280008, SDWS221000DB 8 SOWS22312088, SOWS22512DBe 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS27800SS, SDWS2780DSS, SDWS271000SS, SOWS27120OSS 10 SDWV13400 11 STN22 Maaonryi�Y to Per Caps Masonry Par Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top F lodge Beam Hangers Masonry Beam Hangers Product Descr gWM Strang -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SOWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SOWH TIMBER -HEX HDG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strang -Drive SOWS TIMBER Screw(Exterlor Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong-Orivt SDWV SOLE -TO -RIM Screw Outdoor Accents Heoc-Head Washer FILM 5363-11113 j, W Product Modal. Number or Name Prod p A Description 1 AS 18, AS IM. AS ISSB 16 ga. True* Pates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Pate Connector FLVIST30-114 JW Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-60, GDPM-76, GDPM-100, COPS, GW50, GW-75, OW-100, GTH Gas -actuated fasteners end assemblies 3 PDPA, PDPA-K, PDPA-MG, POPAT, POPAT-K PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners, threaded studs, and assembliell PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2020 MMFor Sect Inks to ell r38T approvals Isted below, GLIGK NERE For additionsl Irdormabn regadbg FldrlWs Statewide Product Approve! System an MSRI-Dodo County Notice of Acceptance (NCA). r. Wgh H g I 11 HUS, HUSC aeries hangers Fece-mount hangers available in widths ranging from 1-518" to 3- Oil 8" and heights ranging from 4-511V 011". Concealed flange version (H USC) available for models having width squalto or greater then 3-9/16", 12 IUS series hangers Fsormount hangers available in widths ranging from 1.718" to 3. 5/6" and heights ranging from 9.1/4" to 16' 13 LGU3.25-6-DS, LOU3.63SDS, LOU5.25-SDS Face -mount hangers 14 LU24, LU26, Li LU210 Face -mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 18 LUS aeries hangers Face -mount hangers available in widths ranging from 1-9/16 m 4- 5/8" and heights ranging from 3" to 10-15118". 17 MGU3,63-808, MGU6.25-SOS, MOU5.80-606, MGU5.62-SUS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/18 Io 5- 1/8" and heights ranging from 6.I&16" to 19-10. 19 MUS26, MUS28 Face -mount hangers ' 20 SUR. SUL, SURC, SULC settles hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3-9/111" and heights ranging from 3.1/18" to 13.3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on b acute flange is concealed, 21 U series hangers Faoe-mount hangers available In widths ranging from 1-91le'to C' and heights ranging from 2.5/8" to 11.1/41'. FLIM 0587-RB Ail i,i Product Model. Num ber or Name Product Descrintion 1 BA series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- US' and heights ranging from 7-118" to 30'. 2 DGSF sores hangers Top flange hangers available in widths ranging from 3518" to 7- 1/8" and heights ranging from 9-114" to 241. 3 DGF series hangers Top flange hangers available in widths ranging from 1.1 /7'to 3- 508" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers ovailble in widths ranging from 1.314" to 3- 5/8" and heights ranging from 9-114" to 24". 5 EG5, EG7, EGO sores hangers Top flange hangers available in widths ranging from 5.114" to S. 718" and heights ranging from 11"to 32.1/7% 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/4" and heights ranging from 11.114" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3.1/4" to 6.7J6" and heights ranging from 8-1/2" to 28". 8 GLTV series hangars Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"fo 37'. 9 HB series hangers Top fangs hangers available In vdths ranging from 1.9/16c, 7- 1/2" and heights ranging from 8" to 3D'. 10 HGLS sari*& hangers Saddle hangers available in widths ranging from 5-114" to 6-716" and heights ranging from 10-1 /7'to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-1/?'to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- 9/18" and heights ranging from 16" to 28". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.118" to 3.9118' and heights ranging from 5.3/8" to 13AW/ 15 HUTF. HUCTF series hangers Top flange hangers available In widths ranging from 1.9/16" Io 5- 1/2" and heights ranging from 3.7/18" to 15", Concealed flange version (HUCTF) available for all models having width equal to err greater than 2.60 8". IS HWP series hangers Top flange hangers available in widths ranging from 1-9J18" to 7- 1/8" and heights ranging from 5318" to 281. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9/18" to 7- 1/2" and heights ranging from 5-318 , 37'. 16 ITS series hangers Top flange hangers available in widths ranging from 1.9118" to 3- SM" and heights ranging from 9.118" to 16' 19 JB series hangers Top flange hangers available in width of 1.9116" and heights ranging from 5.3/8" to 7-1/4". 20 JBA series hangers Top flange hangers available In width of I.911e" and heights ranging from 9.3110"to 13.1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30I2020 Fa direct Inks to all SST approvals Is/ed below, CLICK HER For additional information repadhp Florida's Statewide Product Approval Syslam end Man-0ads County Notice d Acceptncs (NON, Cr aru ussF 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, STB2.4SS, STB2-BSS) Strong -Boll: 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stNnless steel 7 Titan HD (THD-H, THD-HMG, TH0-44SS, THD-HSSS, THD-CS, THD.CSBSM Then HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 315 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Than HD Rod Coupler (rHD37634RC, THD50934RC) Titan HO Threaded Rod Coupler for concrete 9 Then HD Threaded Rod Hangar (THD525158RH, THD637158RH, THD37212RH, Tten HD Threaded Rod Hangar tot concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Mdge-All Anchor for masonry FL#16210.R8 $1M Product Model. Number or Name 1 AT-XP 2 ET•HP 3 SET-XP 4 Strong -Bolt 2(STEM 5 Tien 2 (TTN2) 6 Titan HO (THD-H4SS, THD.HBSS, THD-CSSSS) 7 Tilen Turbo (TNT) FL#16837-R3 ,Q&i Product Modal. Numberor Name 1 X34B1018-SK, X1 $1016, X1 8101 04K XQ1 S1018, XQ181016.4K 2 XLQ114T1224,XLQ11461224.2K 3 XMQ114SI224, XMQ1 14BI 224-2K 4 XQ114S1224, X011481224-2.SK XI14SI224, XQ112S1224, XQI1261224.21< 5 XU34S1018,XU34610le-6K F1.11135320-RO Sea # Product Model. Number or Name 1 DBSCB43.5, DSSCB48, OSSCB48, DSHS 2 FCB43.5, FC845.5, FC647.5, FCB49.5, FC8411.5 3 FPHSD34S1018,FPHSD3481010,FPHSD34BI018-5K:FPHSD34S1214, FPHSD3481214.FPHSD34B12145K 4 LSFC2.25, LSP04.25, LSFC6.25, SFC2.25; SFC4.25, SFC8.25 6 LSSC4.25, LSSC8.25, SSC2.26, SSC4.25, SSC8.25: MSSC2.26, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC8.25KW 6 RCKW3, RCKWS.6, RCKW7.5, RCKW3S, RCKW6.6S 7 SCB43.5, SCB45.5, 9CB47.5, SC849.5, SC8411.5, MSCS45.5, MSCB47.5 8 SCS32-6/97, SCS62.5197, SCS02.5/118, SCS82-5/118 9 SCW3,25,SCW5.5 10 SJC8,26, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3,518 12 XLSH341211414,XLSH7881414 13 XQ1S1018, XQiB1018-4K, XQ1S1214; X0181214.3.SK, XQ78S1224, X078BI224.3K, X0114S1224, X011481224.2.5K, X0112S1224, XQ112B1224.2K, X'3481016.5K, X181018, X181019.4K, X1 S1214, XI81214.3.SK Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong-Bot 2 Wedge Anchor for masonry Tian 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product DescrlWan tH 0.16 Strong -Dr ve X Metal Sale Drilling, Tapping Scrawe with #3 Orin Point #12.24 Strong -Drive XL Large -Head Metal Sel-Drilling. Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex 012-24 Strong -Drive X Metal SO -Drilling, Tapping Straws with #5 Drill Point #10.18 Strong -Drive XU Meal SeA-Drilling, Tapping SaeWa with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-15 and 912.14 Strong-Drne FPHSO Framing4o-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wan Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Spews 410-18, 412-14, and *12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws -1--r N N O �- � Q O .CM U .CD C O O C O O Q 3 Q LL C O Q L 0_ ``4^^ vJ Q u I� W J s'v^ h CLy c t7 m � Z O W Q « o "-� a e+ o � V N -LI m x 10 o o ro y N Y N W 1Z L W U 3 3 co 4 rL N cp V d N dC� C G M O O �J Z V rs) Clio CIO > O CL O Q U O Lw� W CV O Lio Clio W a z J z Q ,J 1 SHEET NO. PA 1.3 1 9 l�1.1l.lA �1 W Cn A♦ f� �J U N Q (U O CL ca c CU -a d .� U N � � CU in 0 o a C O L.L .� -� O L CU a :� � C e� N N o �.- m •-G � W O Z d S t• O Q M c� z+ m x C �1- 4 P a N L E O L 8 u � 3 y m a u n, .a � T E 1O o 0 L� -a--! M O L O Q 5.... U O s_ O L CU w Z N z J Z Q J o. SHEET NO. PA 1.4 MIAMk 2t-Ds��n�Y + r rtttmucrca�rjt+bx: sit PGT Zae�str:ir�s in+r, FGT "���s. Inc. FQT Indtries, Tn+r. i tam sw as sit, >:ooati � �4�T'ICE CfF. ACCEPTANCE; E�"IUEAiCESi?B14iITTTED P301'IGE U� AC'CEPTANCE: E VIDFa�TCE Si�BMtTTE.D n�Paarn�'aaFx$c�.,►zaxY.►xdEc�ottas►ac �pttatl �;l.�a, t�aa Sias-�.�># �a�+>enarm CQiDE A►>3!@QS'IYRTIaQYDIYI52�li 'i (i8b13IS-2390 F (i$by 3I�2599 NOTICE OF ACCEPTANCE: MIAMM MIAMl-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mi=4 Florida 33175-2474 T (786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade aav/economv 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: (Cut -Crete) 4", 6" ilk 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL ofthis 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. �� �JI1 �� � �� ✓W NOA No. 2041630.15 Expiration Date: 0911 M2023 og%zo 12e Zo Approval Date: 08R0/2020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. A"A y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08R0R020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103. signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: I. Quality System Manual for Cast -Crete Machine Made .Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aflami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy T UM , P.E., M-S. Proinct Control Section Supervisor NOA No. 204)630.15 Expimdon Date: 09/11/2023 Approval Date: 08R0R020 E-1 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Aelmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets I Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS C. CALCULATIONS 1. None. 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. eimy A. Makar, P.E., M.S. �elmy A. Makar, P, .&, M.S. Pr uct Control Section Supervisor Product Control Section Supervisor NOA No. 204)630.1S NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 0870/2020 E-2 E-3 Qi C_ L Cn C6 W U � O d O ccl - N a) � a) $ to o c a O U_ 3 O f p > .� L 2 fl. L F— -0 C ._ Q z z W J acts av � r >.W Z Aso Q a� o -� M Ca M N m v x LA_ C d. �o O � N N O Y CL a3 � 3 � 0 c o N7 CL p C E � O 0. t..t ci U) �--� CU > 1` CL O CL Q L. v :3 _0 L_ CL CD 0) CU O L CU w Q Z J Z Q J CL August 10, SHEET N0. PA 1.5 /T--ILTECO rmc. TILLIT TE11TIN6 Y EN01NEGAINO COMPANY WAT TRR A. TIIdIT, JIL, P.E. tillecorSlaO) com rL 7L5 LW rX* M IA7 M [A ILw..aN,I. MNTW PRODUCT EVALUATION REPORT IMPORT NO,: i0-0726.Ot DATE: July 29, 2020 PRODUCT CATEGORY: Shutters PRODUCT SU&CATEGORY: Son Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 4800S.W.61 St" Davie, Rorida=114 1. PURPOSE OF EVALUATION: This Is a Product Evaluation Report Issued by Walter A. Tl1111% Jr., P.E. (System ID #'1900) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method 1 D of the Florida Department of Business and Professlanat Regulation. This product Is being issuers an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be aublect to re1Aew and revielon In case of a Building Code change that may effect Ito limitations and conditions 2. EVIDENCE 8UBMiTTED, tl!rrM(P.E.D.): Drawing No. 20-176. fted 020 GAGE GALVANIZED STEEL STORM PANEL", Sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Walter A Till)t, Jr., PIE.; dated 0712812020. This drawing Is an integral part tins Evaluation Report, 1RH I n No, 44167 71 ��• 6355 NX 36th S S% kroQt, Suite 903, Mlsrni. Florida 33t66 -Plume: (305) $71-I530 - A Ntr r` 1 2 2.2, ff.L4IREPORTS; Large missile Impact and fatigue load testa were performed under Protocols TAS 201, 203 as per section 1628 of the Florida Building Code. Uniform static toads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-589 dated 0810911996, #98470 dated 09118/1996, #96-T30 dated 09/20/1996, all three signed and sealest by Hector M. Medina, P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1008 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01.09, dated March 4, 2009, signed and seated by Edmundo Largeespada, P.E. and HenryHattem, P.E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2009, signed and sealed by Frank Greta, P.E. 2J$UGTURAL ENQ1 BERING CALCULATIONS, On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on ratlonal and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Titow, Inc., dated 1110=8 and 03112115, signed and sealed by Walter A. Tllla, Jr., P.E. Large missile Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol. 4—MD LOAD3.1IMSHTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shalt boas Indicated on sheete 8, 10, 14, 15, 10, 19. 25 and 26 of 20 of Product Evaluation Document (P.E.D.), drawing No. 20-170. Maximum Anchor $pacing "Ube as indicated on sheets 8, 9, 10,11, 14, 15, 17, 18, 19, 20 25 and 20 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20.176. Installation shall be performed strictly in accordance with details indicated on Sheets 3 thru 7,10 thru 20, 23. 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 2e, of Product Evaluation Document (P.E.D.), drawing No. 20-174, �? a •.`,� IN CASE INK POSIS. AN WOW � WAIPNKCAV asisalosts"ejoB.3) EXISTING L, A40MM SMALL OW ENCAST OUGH TO REACH THE WONCRETE S RUCTURI SENATE; PANELS.. I. STORM PARR WOeN ON TTe3 PRODUCT EW&UU N DOCUMENT ED IAS KEN VERPRD CDR GOMPUN CE N (FED) ANCHORAGE SMALL K AS MENTIONED N 9.1) AND N 94. ACCo110A1U MM THE no (NA cam) of TE namm IO Ih Ta m DaL )Liaalm' S - e.ea LAIN I. Lai D[SOM WHO WADS OVAL K DETERMINED As PER SECTION lap OF THE NGE NDNTONCD CODE, FOR A WY10 WEED N R�ptRRT,p OY 11E AUMaIawTION tNpE Mitt. SE N1nyLID AND �O TNCON ANORORS N EIANWAC1AIm BY Il.W. NEDOI. INC, - /14-10 PNO.WI[ RMMt q ANb PANEILNI[ RU6 ANCHORS. AS MANUFACTURED BY EM CONSTRUCTION PRODUCTS. - 1/•-d LAO S(MNS PER N.O.S. FOR A DM4OTOMAM PACIOR Itd••O.N'. UYINO NCE 7-ta MID SWILL TNF WRIWM IAS.O.) OLSOH PRESSUREMTOM 0AWAIM ON SHEETS 7 THRUI 12, 14. 15. 16. 19 A 20. - 7/Ia9 Y 3/B• WOOD OUSMK N DISTRIBUTED BY ALL PW SELLER, DOLT r SifCHATY CO. N 01IOER TO vD1Mr 111E ABDK 01RIOTN011, IA11W7[ DI91W WIIIp LOADS Of7ETMMNOD PER ABCC 7-7e C I) MPWUM THMEAM PENETRATION Nro WOOD OF TMCON ANCHORS SNMl:L K I I/r AND 2- FOR ELCO PAHOWn PLUS SHALL K FIRST FMCtD TO A50. oESTON WWD LOADS N MULtpL1vNG TEM N Oa N OWNER lD AND PANEIMMS PEAAE 0 wAAC CO1fESE. W/ 1MMI. (AS.D) DESIGN PRESSURE IMMM INOIDA= ON smarm7 TaU IT, +4, 15, 1o. 19 r 20. *1OROIFt M VITRIFYi1NT OIDRS ON THIS PE.Q. AS TWO WERE HOT OrF3'1 STRESSED.A SJB L'RGIN ALLOWABLE c:) 1ANRUY tNRi/IOED Pf1ETRA7DN a tAG $cRE., Nro 11E WOOD FR/AE IIN 9AAA K f 1n•. HHo T1HAr►aEo PENETRATION INTO STUCCO SMALL St COMSpOED AS PART OFTHE REQUIRED IHAT/O® PDIEIIHQ+ON. STRESS FOR RMIO LOADS WAS SQL USED N THEIR ANALYSIS. FAs OOM SRICMIO TO ROOD HAS KEN OMMO ED IN ACCORDANCE WITH N.D.S. DOW CZ) bwo"N EDGE DISTANCE OF LAO SCREWS. AM WOOD SHILL K N RDDATO N T113 DRAWING STOW PANEL'S ADEOOACY FOR IMPACT AND WOO POISTANCE WAS KEN YONFIED N ACCORDANCE WTM SECTION Ia30 O THE A K MENIIDNm CODE AT PER INMaeGANE O+Owww a mrNa INC. P Pom me -me, 9a-a7o a 9D-= AND c.•) AMNBRN PEIaTMiION a< WOOD BV9lOq SMALL K W. 1 /R' LOHO AMMMUM le 0-20 SCIEMS USED SMALL a I , FOWFIRAFION TESTING W INC.. REPORTS I2032 r kP1129 . AS PROTOCOLS 1AS-201, TN-202 AND TAR-203. SHOULD SRICCO OUST. AND 1' MMMUM FOR WA1S WON NO SRKW. AS BOX AS AMERICAN TEST LAB Or SOUTH FLORIDA NOW 0019.01-00, AS PER TAS 201, TAS 202 NO EAT col STANDARDS. #4 CASE THAT PRECAST SrONL OR PRECAST CONCRETE PANELS, STUCCO ON WOO BOOMS BE FOUND ON THE EKISTINO 1 ALL AIASNIM INTRUSION[ TO K RDR3-T1 ALLOY Mp TE043L (UNL= OHi11WI9E NOTED). SEE SW 2 WALL. AMCHM SHA1 K LONG ENOUGH 70 REACH M MAIN 9MUCTISE KIWD SUCH PANEM ANCNORACE siou K AS MENTIONED INC.1). C.3) r C4) ALL ALUMINUM SHEET METAL USED Al GOSIRES SHALL HAR 3106-MH N1AY. (0) ANCHORS SMALL Be NSTALm FOL DWNO ALL O M RECOMMENDATIONS AM 0E0r'gMgNS O THE ANCHOR S HANXKTTMER, A ALL VM SHEET AVAL PANELS S.AL VANE STRUCTURAL QUALITY $I= ASTM A-033 GRADE 50 MINIMUM. 0-90 OAITINVID STEEL DOMINATION TIM- 50.3 INN (AFTER ROLLED). 0. PAAA3 MAY ALSO K MSTAILED HORIZONTALLY FOLLOWING INSIAIlATHOH DETAILS SHOWN ON SECTION 3 THROUGH 10 (SEETS 4 THROUGH 0) DICEPI THAT WAOM m e Q) SHAL HOT K uSED. 3- ALL SCREWS 19 K STNaESe SM 304 OR 31D AN SHEETS OR OCIANDS IN RESISTANT COM CARBON STM N PER Do Sole W/ 3o No YIELD sTMNGTH AMC Op NN T[NSRt STRENGTH At 94N1 COMPLY W/ FLORIDA MADNG CODE /. IT 9ALL K THE RFBPONSBRIT'r OF THE COMRALTOR TO VERIFY Till901MIDIHE9s Or THE 57RLICTtISE WNaR[ SUT1U IS TO K 9ELT10N i•1 .3.3.4. ATTACHED TO N9OE PRO/ER ANCHORAGE 40 LIUTTEIT 94A1 ONLY K TA ATTACHED TO CON4DRnE, BLOCK OR Wo00 FNE - BUILDINGS 9 BOLIS 70 K AWN A-307 GALWA M STEEL OR NSI DW SOMY STAII&M STEEL. WIN 35 NI MINIMUM YEID STRENGTH. 10. EACH REGULAR STOW PANEL "ITT, IIHONS DVP a' -a THROUGH 12'-4'. A9 PER SFIC7ORF, 0, L 9 r 16 AND AT[RMASNES f, T ANCORS TO WALL BULL K AS FOLOW 9W a 1ON ON SE'En S. a 4 12 RE4PEOYARIY. SAL ANNE A L.EOSLE AND READILY 11101 MAO" NSWIRVOO OWNER ON IE7MIR TO SECURE PANELS WITH APPLICABLE RMOO KMF DURING PETITION OF HURRICANE WANK. (A)1 I THE INSTALLATION CONTACTOI IS 10 31^/CA U( ALL BUTTER COMPONENT EDG[5 WHICH REMAIN INCONTINUOUS CONTACT WITH - 1/4'0 TAPCON ANCNOfS N MANUFACTURED N I.T.W. eADER, MNC (Sin.. ra.3192 µel) TILE BUILDING To Parym WIND/RAM; a11RI1SON. - 1/•• 0 • 7/4- C11A-N ANCHORS. AS MI UFACRIRm N OCRNLT MO. tW I. t'w3000 "j) - 1/4.0 A 3/4' SO/D-SET AICIIORS. AS Mt** W MP ALL PO IT 9[IEW, DOLT r SPECIALTY GO 12. STORM PMNO, INSTALLATION 91WL COMPLY WITH SPCCS NOCATiO IN THIS GUAM PW9 MW BLMLONO AND ZONING REGULATORS (Min. H'W-3000 ►.MH.) PROROW N ?HE JURISDICTION WHERE POW IS APPLIED TO - 014-10 PA,ILYYNF rEMNL IO • PANELWi[ PLUS ANCHORS. IIS WMIMACiWED N ELCO COHISWIIKTKN Tnaoucls. (YN. 1'v3300 9-4.) 13. (a) THIS PRODUCT EYNLAHION DOOAI[NT (P[.o.) PREPARED ris BY IENONEEA a ONow AO GOES NOT """ omstAt" - 1/4'0 CF TIP-QRP ANCHORS, AS NAWACIIAED N TRu-rM OONPORAIMON (rc..3000 au) FDA A STE SECWTC PROOCT; Ie. WHIM[ THE SITE CONDITIONS GEVMTE FROM THE PLO, At) MMaAARR OIBEDM[NT of TAPCOI ANC110Ra RHto POURED CONO71L7E 9WL K H J/a•: 2• FOR PNEIAAE FSLAE CONCAR5. (a) CONTRACTOR TO K RESPONSIBLE FOR M[ 71LECTON, PUROMSE AND INSTALLATION INCLUDING In SAFETY' or THS PROOK.T M9ED ON THIS PLO. PROVDED N. DOES 11.. DEIMYF FROM THE CODno4 KIAAE2r ON THIS DOCUMENT D fN /IAMEDME R115 AMC 1 A/4' FOR Or TAP -GRIP CO STSOCTgh SAFETY a SITE IS THE CONTR1CT01Y TEXONSERT•. w2) CAUL -MN A SOLD-RT ANOORS SHA, K U40M 7/0- NTO TN[ POURED CONCRETE No EMKOEM NIO (c) THIS Pwou T nwlaroom WMAKW WRL K cOM310E1m MNAA IF Momm. fOUCGO SMALL SE PERMITTED. Ite 0-20 DONE USED SAL K I 1/r LONG MINIMUM SNQAD SLODO QUIT. RD 1' MIINNUII FOR MAUS WITH NO STUCCO. N10 MAT SE HEADED WIENS 09 ALL THREADED SCREWS W/O NEAO. (d) 7GfE SPOORC 1WOIE1C71 91ALL K PREPARED BYA FLORIDA IWASIEMQ EHOIEQ OR ARCHITECT vR4cH WILL BECOME RE BUT MIN WING NMSS ENOMEER Or N=m (LOA PO1 1HR NO.ECT AO WND GILL SE RESPONSIBLE FOR THE poe THE PADPF'R LRSE O ►.[.o. w RECORD, A,nNG N A Oa 1 AN VT TO A 0 EFOMEG TO INC A.3) N CASE TENT PRECAST STORE. PRECAST CONCRETE PAINEUL P .VtL STUCCO OR WOOTI BOARDS K r0UN0 ON THI [)UKOF SH SIUBMII ro THE uT[R T11( SITE SPECIFIC OHAm wmwg EXISTING; WALL Olt FLOOR A400" MINI K LONG THOUGH TO TEACH THE MAM STRUCTURE BONG SUCH PANELS ANCHORAGE SAL K AS MENTION O IN AI) AND N A2). (4) MEM THE IMONDOML 3UL AO SOATNE OF THEPROE9SDNA, q,� E p[L fr. (B) M ,]IIS7111G ODNOr1E e,), 1PF%PWtEQ bTH C-!D. r - 1/4 0 TAWHON N MANUFACTURED AC r. T W BINDEx. NC. 14. SHUTTER NEL: WNtHFACNIER'S LNTl BALL K I.aG,lT111 ON A READILY CODA Ht5lBIt LOCATION p STORM PANEL sHAltRR N ACCORDANCE WIN SECTION 1709.9.3 OF n101vaA W"M CODE. ONE LAM CALK-414 MANUFACTURED - 1/4' I >< 7/B• CALK -MN ANCHORS. N uATNurHEcrIIREn BV DEYULT INC (MN. ra.1S00 PsA.) SMLL K PIArtED rill cAw OPEUIa. LAsrum t0 coMn.Y A" ST OH 170.92 OF THE - 1/4'0 13/4' 9000-3tT AMCI OR5. AS DISTRIBUTED BY AL POINT SCR". BOLT ItSPEGAtt CO. FLOROA BUILDING CODE (MN. ,'O-1400 Pe'.) - J14-10 F ANEHATt FEMME D AND RAMMMUE PLUS ANCHORS, N MAN IFACIURED N ELCO CONSTRUCTION 11IH11T THIS GROWING SHALL ONLY K UO 10 DBTAN PERMITS N THE 910179 OF FLONDA PRODUCTS (MN. r-2071 P.4.1) - Ile 0 OF TAI ANCHORS. AS ANCHOAS 1640IFACTRED BYTRU-FAST CORPMTION •'(;(CP A.%I(J.T 0.1) MINIMUM EMBEDMENT! OF TAPCON ANCHOR[. ELCO PANEL AM AND CV TAP -GNP ANCHOR, INTO THE •' • C ••• V KORIOA aULDIND CODE h Veit Nur kIc RLOCK UNIT %%LL K I Ile. . 4ep)p R160. AT No. 4 167 ' aG cAaE SMvANREs 8/EEL SIQaM MNEL 9.3) CMMK-IN r 9Q»-SET NCHORIS Sloe K EINnmE. 7/s' 1HR0 N[ /;OHIORER BLOCK III,. NO MAp BNCCD SHALL K PERIMfi[O. IleM-p WPM USED OVAL ME 1 1/2' t.OHfG IIMaYW % Pd1W9TIO1111 PRODU HWUCIL EXIST. AND I' MOWN FOR MANS WITH 40 STUCCO. mom go a 11 411� a2r IN" �0 MMF 1 l[ I p �1 I �` T _._ . 2 CONCE"t 1 BLACK a- 3 H T .8 r 7 aTAtmlm W/ 91u0— r I,a M © Fw arWna a "BONN n itan a mom 0) \� l�E1LLtlfi. IItiLlllIltl4 .. SCALE 3/8-/ INSTALLATION DETAILS FOR REGULAR PANIELSCIA dA INTO EXWINQ POURED CONCRETE OR CONCRETE BLOCK K STRUCTURES ((OaONEC DE AENMM AONLRSIE nIaMWIS l,mt ON a Tc1I n (Cosaa1E9aI A-OHM 4 4 POUND 1 M a 04IONW n tGHtwE H1EDUnlD� •� ,p 2 AWIIDat£+ ^-+•-{ , NM, ! • '• 1MMA `- I•iia�~ 6 Y�;RCR,AWR�Sry.� I ' •• - a • bri ; R LID, 4 3 OOMME 10, JAL 0 tYA.R00N I tl 1 a e tCo10p1m111IppIMI1E1I0TT[[•�VL'O.Ce._rt�Mw'1"y f�tW 3 1 CONCRETEBIDOK CONCRETE BLOCS REOIARm. t RTOUIIEp ,/Y N-E 1 \ s R t• Mat � \ ��. tOl1aE1[ AKHWa % \ •-.0� OrA LONHaI[f[ AIDNIAAD ! \ W77J W�IQrR'd l4Q faR0lut OI'--' \ c.4. eii . a tan a n,A1AW n .0TAROTW n \ arc e 9011t 1 SUILn MOUNTM WWI 400 1" cD. - LIDOE OlsalNac HEDULE ON S1KLT'S� aae 9) (�, FYIA 7MN IX HOTCitlMR- TOP A BOTTOM MOUNTINGS CAN K ��• A COkOOM IN ANT WAY TO SUIT Y AN.�/r INSTALLATION. �Elll, •'K� FLORIDA suNDPoID I�DE11 1 hr lone REQUIRED. 7/ ?' �' EaNaWR$a®Ru all \ * • # i * W.aTD a TNRN,W n TA1E ._._-. CEILING 'cf`S, OAID .. in AfAI '7 BRAE 3/8-1 rao nmW. «D •..A. 1 OI Ella. NuFr(oane 20 DAOE DALVAMM STM STORM PANEL. WAM Inn PROTECTiDII PRODt!< m LLC. aaM sW. N 9M♦m 'Hia.NN eHR. NmTTA�'MDL, "AM Ia/o'/2aMr W rWM "SLY A Y., 2D-176 Ima,a w, a.. favow - air a wit 3 S. MATEMAL CrHARACTERISTICS.AND.SPECIFICATION $hall be strictly in accordance with General Notes and Cangonanto indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20.176, 7. 7.1. Shall be strictly in compliance with General Notes No. 1, a thru 14. indicated on sheet 1 of 26, as well as General. Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No, Mile prepared by Tlitem, Inc, and signed and sealed by Walter A. TYIrT, Jr., P.E. 7.2.. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Wetter A. Tillit, Jr.. P.E. (Florida License No, 44167), President of T11aw, Inc. (Florida CA-0006719). ►. �CEN�' 44167 STATE OF WATLL O:l TILYSCO AbMON RECORDS 1 P. 5. RMORT.201 OLOSAL PROTECTION PRODUCTS, LLC 120 GRE K AWLYANB;ED STEEL STORM P1WEL1 ORIIM:T a 2O.17e1 REI•0Rr a 21O4M0I 1 L EC4�imc- TILLR TESTiNO 6 lNOIN!lAINO COMPIWY WALTER A. T1LUU, nL, P.E. ti)Tew�yMeI.COW PRODUCT EVALUATION REPORT 4IT fL.CA.Um I•.NMTHv REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Stutters PRODUCT SUR-CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL. MANUFACTURER: roducM.- LLC r 48M S.W. 51 Str,eet Davie, Rords 33314 1. PLIRPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wa1Nr A. Ttlllt, Jr„ P.S. (System ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 01GZ0.3, Method 10 of the Florida Department of Business and Ptofesaklnal Reputation, This product IS being issued an Evaluation Repart as described herein, and has been vented for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to vS* that the product is for the purpose intended ait:laost equivalent to that required by the Code. This Product Evaluation Report shall be Subject to review and revision in case of a Building Code change that may Stied its limitations and conditions 2., 2,1. PRODUCT EVALWMN DOCUMENT (P E b,): Drawing No.20.17E, titled '24 GAGE GALVANIZED STEEL STORM PANEL', shoals 1 thru 18 of 18 prepared by Tilteco. Inc,; signed and Sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inte mwgi iil+pi is Evaluation Report. N, 167 -7i Tit• � Tlr �` STATEOf 6355 N.W. 36th Street, Suite 305, Miami. Florida 33166 - i?tEm3D: (305) 871• S t' -I531 COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS (srxE 1/2-T7 __ __ _-._fS.Ita• PaTAa 1rDM)--_.�_ ._...____. _ __...._._.___. __'-, T,.._.--.•1D.HN• (TOT& ROTN)- - I I Yr• _ .a 1 ,R,�p.,Or-/4 r-•.-I'-,. \•- -..__. /4_..____ _.. I.NfI [ MIDiN}_.____�_. —.... _..., • �C - _ '���'. .�'----� .._.�_ a.3Jo0.a•w w... L_THICK p' OALWtOD S16a aHMIIIY E I "�. ORAOL f0 QNEV MEMLYAaD elQl a DETAaaAWDE ao2. • � AaN A-a6S 2 20r ,R- ! OCTAL L1 ' 0-011 AN.B ----.. __...... _......... © STORY PANEL ® END STORY PAWL -2.1DY--+•. 14 ) K ..._.. �.2'JO' _ 2.t0T-0. -t A A Ay mmO EDGE i R t. 1CO' R I �• 70FI•i'...� �� VMS .f25 _ 1 A-aaAr .1 I 1! 1 Ia. m l ac. t i.710 30.OY .1 .pJ' 3.1 2. 1..._ i -- ___ _._._._. ' 3mv t.abo' 1.30p' 3 ar ,9e• i Ga'NAL , D o t i PW it RO 78 i �IPAFAAL, r �.,...i.T23- Lt;Spp• /S���L A L_-_2.a0D•aY .34..-, 3.0o0•- RONOED CORNER 0 ENDS QF ►AMMIS END LI► w( HEMMED [ODE. AO *12' HEADER O •U• 11EAOER O 4�i 1 ANOIE limit sTtlO BiANGLE NN :1 IIRSIE (N.T.a) STUD VA I ± F� 1/14 a 2/14 rpm f00[ .37A' pB�• F T�,SBp• ..OT �AHK .TM'-v. 1MAv~' .liar, 1/•Y-m ]N Spx[f L. __.Apr TT ID[IN La071.OaS' i2S. Xr _ (- _ f • ! - i ! MALa O ,2 ,/a• oa i l J- 1.aI1.3aJ' �,a10• 1.01' 1lbo' 1►1 "M FOIL Ai ­ ON• 1 KIM PANEL Dow N - AR..aa• T a4. 7.000• O j(EY HOLE WASFIER .ally •--z.00r_._._ ) -.op- ©'Lr• ?RACK ANGLE ® ,3 R`r TRACK © Fi.AT PLATED oDJa (RRA.I rD•M'Q GALIMNEm y3•4'• Wk, IV tome r - ,. - FLARNDA K4LOW CODE retool INN conW 2rne r mom orr ONla _ t.__. M II ". `,�B• WOO NUT � �: A1E ' 04M0 ra1mA P2 20 OAOE OALYAl11gD STEEL STOaY PANEL rP a000•-__ pETAII 1 ® IiEi D r/a/3IN T'T �P /� PROiEC?ION PakODUCiB. LLC. • W AT PANEL / -- --`-` '� EGGING. at9aNr °AE 2� Yt /A AT9NAAnr, uD[ NMD rut W/0 R % .dLl� "Wh AM 20-176 Y •. AA AOIi (M•)IM-i0, nU: EaD4)AO-NOf • 7 3TMMAIV(a aIA. s aIMwN w >ITfb 0R Nd6 FAZED a+Tao. L MILA OW"al •E A r Ft " WRWT a s a ON ow I i I t• 1 ; •dF *CIWM .Hit.. jE DIE1E dT�. CONCRETE BLOCK i R[ITI11®. 7L 1 • e; ".-1F.31 a4-; ,=1 1 1:4.. I. ia. ;21 •M.LP; �1 •Lt,•'•al 4•t v' ,.4f1 4 4 a -jMM. I r �3• i HIM MW __ _3_... sc'At 10.1 vA.err ANRA 1 r.Ast o tatAN� lWF Yr T r�w L I O .sec A•i'�f. O Hlr'•I'ac ,. h WMR - 1 O•�` . T 1 jr . s . _ _ ' 1 � c9NCRE1[ eLGEc ', i ' J 0' 500MM-pr cm SONSOM Go / 1WI�IRn RN t.,.A. t OTME 1,� i o1N1S D THRORWH n WALE s/$-tEI{YE 3/�yGH�� -,- E NsrMHc • MOM I- MOC . INNES . 1/B' EgiOD STUCCO/ FI 10ALUM. W PIATEE 0001E OR 111' �.. / 1HWD BWO i , - ALUM, YUK OR 1'. WAIS f ,' aEWNIK iD. .... aPACDI N o .. � DaWAEtc AAIWAa I 1 1 J ! WWHQR 9�MIdIONW n� • ) l� t 11r Nn. OK DONC= SIL M � aH,NL a w W New 0 a 0 3 MIN. RmIRIED foam MOTH 7f► l SCALE A KOUk= AT 10110 OR DUAIL FM AMC A'"L H aCAtB 3/tB.t -) 90NI 3 1h1• U rttirlig-"'- We PA Ea • (DEDEEn � MIRP M We Aa,u* �' SOItt 3 /4,1 TOP a BOTTOM MOUNTINGS CAN 8E COMOMD IN ANY WAY TO SUIT ANY INSTALLATION, TOLE 1hr Cent. _ 2 Large missile Impact toad tests were performed under SSTD 12.90 standard as per section 1809.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmedcan Testing Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William R. Mohner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and (?apart No. 0219.01-09. dated February 26, 2009, signed and sailed by Edmundo Largesepods, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 111203 as per Section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01.10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile teat report No. GCM-193 by OC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, P.E, diaper ASTM E4 and Tensile Test as per OC Metallurgical Report No. iOKM-1316, dated December 1, 2010 signed and sealed by Jerry Jac'x3fano. P.E. as per ASTM E-8. On 24 Gage Galvanized Steel Storm Panel for maximum panel length Va. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1004 of the Florida Building Code. Calculations prepared by Tlitsoo, Inc., dated 12/18/10 and 0MI13 (for this revision), signed and sealed by Waiter A 71111t, Jr., P.E, I UMSIL.E IMPACT RESISTAAL+ M Large missile Impact under *action 1609,1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201, 4. "ND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets S. 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 shests 5, 9,10,11,1$ thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20.178. 24 Gage Galvanized Steel Storm Panel has been verified for oode compliance to work as a non -porous abrm shutter assembly, as per SSTD 12-99 Standard. 6713 * SWE OF r'1 3 Installation shall be performed strictly in accordance with details indicated on shoats 3 thru 6, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum Separation to glass shell be as indicated on sheets 3, 6, 13. 14, 16, t6 and 18018, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t MAMIJ_U-_G Shall be strictly In accordance with. General Notes and Components indicated on sheet 1 E and 2 of 18 of Prod ct Evaluation Document , u t rent (P.E.D.), drawing No. 20-175, Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDMONS QF USE: 7A . Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on shoat 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20.178 prepared by Tliteoo, Inc. and Signed and tested by Waller A 111111, Jr., P.E. 7.Z Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1520.2 of the Florida Building Code, 7.3. Product shall only be Installed Into) poured concrete, concrete block, and wood frame structur as, Product Evaluation Report prepared by Wafter A. TIIIit, Jr., P.E. (Florida License No. 4416n President of Timm, Inc. (odds CA-0006719). wAT1LL 0!% TILTaCO AO,3AON RECORDS (PI E. REF GAL MKEO STEELSTORM PANEL RDRWCA 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. tw/10, 2W/10, 3W/10. 4w/10, e/s sw/10, sw/11 a 7w/tl MAN ANCHOR11; FOR CONI:RflE BEE SCHEDULE 09 SHEETS 0 a B, - r MAX M,M,_. FOR wooD Sit SECT&A ON SHEETS 10 a f I - --- T' Mlal.'1 0 O O l I 74F a El TONS N APPLMAKt) - EO O( I - - ---- - ,--' - — 0 o i r VAR --�1/4 2/4. 3/4. 4/4, 5/5. 7/5. I' how. -tW/10. 2W/10, 3W/10, 4W/10. SW/10, eW/11 a 7W/11 ANCHOR& FOR CONCRETE $ES SO.E'DUAL ail SNE[li aI1 �. L, 1 FOt MOOD sm SECTIONS ail Wm 10 a REGULAR STORM PANELS n A llrAi ELEVATION N.T.S. a07• t Doe o e%!! r1 _WIIDtl N4LY1 144167 '' Y YAM,. •,� ►e/S Ile Mo. GAP afA,A tAtaeA Rc. L 11 C 00I7 20 UM DALVAMM STEEL SiDNY PANEL WAN an PNMCTWN P80DUCis, LLC.n/rvsa MaRA U. N SRt °MN R m" NbL (ANJ♦R.it1D. RN[ ON)RIO-4IN7 Lo a, Pt_ YIWMIW O 01Aa71y,• Pl 20-170 o,rR.A w - Mw 3 was O CU to O U N O N CL co f` O_ .� U N cn aj C N Ca p -co `0 to -0 CO O O Co LL p CU > E L Cli CU O Q. t� Cn Q C'Bi l CV c Nw to s• o LU _ o a c� z 1c C N m =T 3K L L. N G d. m O i N t N • X La CL w c = = `� L) 3 CID m d O) a L d C G E m o LL w INSTALLATION DETAILS FOR REGULAR PANELSCD A CA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ANCHORS; FOR CONDOM SE BOEDULE ON 9NEE'r 9____..... _ Rm �p1 .tQ Fall WOOD WE SECTIONS ON SW t2 -6R wNOEf[elDut ,_.__ WgNglcf(iLOOA f_.. URI'9MFTOET[aoPc '3• MN. RmAMIm ��oMNmI+1[[ ACHa„ Rt0UM1ED "[°"Ba Baas+[ 1. 11Mt 0n owaAP -1 MHOI 1wLO1 as IaeN{Bre r MHe.• nHWAt[ ant 9 0) -, -t N OF ED. L t '1_lii f u!I • �, _ A - hI ICU I I T • Ew. ♦ l i I, I1-n`7aEWHRArEx"' 8 ! W`Rur * I S �•.m i { T I �! eAORA'i1. , j-"Ij.. 1 �'I K I I --•� 1 ON I 1 W'F W I t : Mar WM 1 I 1 I I I tl� I � I 1 • _ I_ W II �_H L• ,t/4^►•aO,t• I I llf =fp1N-IDnf' i t 15 If/a'M-Si,' . � I t 1 t ) EN7 u OtaA W 1Yf OVL7v e 1 1t4 eM1M 8 T TWWN Ain • AW -{ RWAfa WrRAOH �� A fit . Dp 1 1 I ' t I 1 it avow._.� . _ -�. � ieAFwlr �.-- - i I li i I. __-! i L earBYE1 rMpr U i"° or •,.A, ^I i /3� a.F •1 j BpB 'Y-DJL.t®at® RBFaY/ f'rw or MW �• i1 ; \Y �{ ''y- P �1 EMK • ___ _ _-_ .._ . ANCHOR[: FOR CONCRETE SEE SCHEDULE ON SILET DMAN or � i'011 WOOD SSE NICIIONB ON 911EET 12 SOOL 3/32'-S O '' t/2• t _-... _._1__/ I I , i ! t/a' MILL OAP _L....1 tt I r 3.Or ' % `'. 4.0- 43 54. IDLY 0ML GIefAP ., Rldl WALEY) O I U O Ia I OO.G. f NNalm AII`IWIE _.. I __ STW PQ n SAE dl -__ISM sCI ULS 1.. .. (OK 9, 1a%A[ W T/{' RMK. /3, AW,W H fM am SNRt 1Y C0 oom 9) IKIIYEI3 OR84111' 1) �_A��.� ■ a� -R[ BLOCK Be -iOE EDaR OR 9DCA tGMLE y3r� �_ICU !unto 3 1 9dRE f tua[ I IJ 3•:' VGEN •'�i rtOarDA coil Dmo CODE HIT cant zone Q MImF FOR rnAo•MTIFIAT Or SEl_T'fM1Y 1t0 4416T .RUN Tama we 2p WDE OALYAN12E0 afar STOW ►Alai Do aH z M - EDGE OSFANCE --. 'A' ; * wHa/9Ma (SEE scl+roLl E ON TOP k BOTTOM uollNnNcs CAN of _ . -..- PROTECTION PIIOgUCTS. LLC IAm SHEET 9) COMSWM INANYWAY TO SUIT WY �••. IL ECO INS. INSTALLATION.O'•,, R1D�',• � Z �OHfN r „SMNf� .: •a: r . ,. ,P POW daN)Pa-»Na rAIl TMA)ON-oP7 20- T 7B 8/ NA HM-OPODIDffi,• ART" w F WASK A iE11T Ar F awe O >• J a SHEET NO. SH 1.0 ilia so ai '. a A . ML WALL AND FLOOR MOUNTING INSTALLATION FOR r^. SPLIT PANELS S t ./ ♦ tr� fnlf ,I . � ln►,s. drlOq �C.. 1,• ce►. taa IAALF WAm • Lm wirb rpm pt. C t ytw a 61n `All.' [D."S an1� 1 ♦ r 1' DI�.1 N.O. ® 1 1O NY PN,.� w •s• • r Oi. 1 IMYr a we S0, anso 4 I _ {ilaYa:ii$ i ' W� ai'i4i YL+► , ti /a f i pbi a0"al' -� r Dc �i- ..i. Tull"--. " rt . M t NnnqSriLNVA l° te r. twla wA • N■ YwsN T y 2" STORM 8"ATM SE50EdlEi 4WW a 0 a •N t,AA4 Nr. MIJUM Wm (m) • � Wn. 1UK NNAA)ON •• > e•-r m r-Ir r . s• . I •4 m a'-r r . r . CANE' • Uw TO • im I -7fA A/ PKOMIIIO M1N0 •• 1■aYl1 T� al6DIRD ,� a t P/A41d �� ILLU�gOMM.. NOR, 0: GW AW K t4R wro STOKE POW ON TOP OR 60ROY !0 1M7 rt IS AT lot Olt WTIOM OF aPE1M10. (t11B iWIEL tPTaNq w/ COP It Ko1T0Y) 1 IYa7A11 A�YYI � AI'R■IA1f1YC UII fOEi• 1/0. 1• u�st�tl �,1toN _ L32.NAM Iw 6oMrc ,/r . r XNA-MOMMM So" Ile LfDLtI 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS UP M +55.5. -72.0 p.e,t. AND PANEL'S LENGTH UP TO B'-$'. 1. FOR NEW WOOD FRAME COWTRUCTIONI WOGD MEMBERS TO K SOUTHERN PINE NO. 2. W/ SPECIFIC DENVY OF 0.55 O1 EQUAL TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SLIT ANY �r-i■�ii�r r�r■rru66b6�in NiNwr-�st'i fnLm A F jow 11121LNT)1Ln BALL ! 61A0L EEalNtlwG �iLneN - ALTIRM& j ATM E1EST.LT101IL _ urrw.TME ar (SWAN d TOP 6 UNITED TO +•S0.S-e7.0 WY. 6TAE 1p• . t" ASD. 0E51011 PREBWRE RAT514) SOILS; 1/r r 1' 7 MN • ,i 1/r ss 1 loo er IOaAt� Ata, Nam 4M YMa• r �� IIOIlIRM50 NWALLATiON _ 6�aCFIBN VW eFAAC 1/4' • 1' i01m1comomm µi10Oa (°6 Ew6a t aN _ roA rloo f¢ KC11Ni AN w■R7 is it tfen Iq� 1111n r4)�•' 1/1. $/11 2!)/L 3/4 a 4/4 1, 2 t 1W/tS I. Zf „1� S J PM,ED J +' 1-r rA tDMIA� - 7� 1-T r_rr1Tr r11. �rn MIrWA1 , gg �� ow AANtL) (a1DOM N6LW aT■M• (BW ItO11) I� M1OgM i IN" m aLAM �6Y+a if 7 • lyittpltiL�D.a t / Vr'LM (GIB 1 4'N1/_ WIDE[ 1 �0• MK�w 1 '(sgmNuls j( hRten. //1aj R t 1 ac a• Wn. (GK q i t 1/E• ac. -. _ . .... I ' I I -y. I Gn ( �......__.._ ...__.. _._..._._.-RM.µ�LpDfl a01DE1t ANat at■. 11K , ,�,. • •. ya �i Fame, SHM TOAD PaO1M OONOAtB It01AIRD v 7 .'•r a / WALL MOI(NTLN(t 1MSt7 u) �a LIST L ATLDN WALL AM I - SECTION i SC" 3/6• . 1' - lEE:TION 2 SCALE, 3/r - I• MWIX ON ,jam, SAFM 'E1OB11 PANS SISIFY WSTAL.IAfOY 1. WE SAFETY STORM PANEL CAI/ K LOWED A6 AN 00 PANEL (FIRST 01 MAST PANEL) AN PAWL MAY NOTT 14MK O UnF'EmSAM PANELS MAY MAY ORP6f�AL1[0 MMC�i wp=.PANELs (W/ 0t W/o R[OUTAR 111AC1lt.) L In SMETY PANEL CONSISTS OF MOW GALVANIZED STEEL STORM PANM AS PER COMPONENT. SNW 2 OI 0MW1/0. ' ITSELF TO K REMOVED 01 04TAULD FROM THE 11510E Or 3. LIFE MEET' REQUIRES W TICK TO K COMPONENT mA wm)m T-K To K As PER frtET 2 of THIS oRARR4. rEEr. 'Q A�( FOU IN° SECTIONS I It 111/S i Oft =°CO°PI �.`- �r.� 'CEMd :00OIIK0 AS N�LM�oETE SHEET 14. 3: J 4L t1N. LD401N Foe COMPONrrt r IS'. Eta. ANGDR lAC14G roR ®AMCNOMGE AT BOTTOM r GVDI ON : ND• Sc7EDUE6 t 2 sHLD r l4, easolENr�MaY K PE9lMNIENi tM RUAaMBIc -11r � 5, SIX MALE FOR WSTALATION INTO WOOD FROW DIAOINOS ON SHEET 15. .q, 9'••. OP 6. SEE SHEET 4 FDA DETAIL MPILCASU TO THE NECESSITY FOR THE °aTAAUOION O S ION, $PAICER$ AT TRACKS INSTALLED ADAACW AND BEYOND 70 6MCC0^1000 SANDS. / L♦,(/4, 2/4. �/. V4 at V4 i L.yt, t t IW/15 yt. 71 t IW IS ' ALTONArz ENOUGH .nu w[M� urt sacra ►�ww LIFE al uNc sYmmr iKI MOLE 16R011) W/b REKAAII 1MCK5 SAFETY PA/al 1 t■ IIWL •OPTION PjSµF0f��E�a1�Y/S�I�°ITM�oM jil FOR WEE ME YYSKLm YV�/�OP� ST081 lJOtrz 1WA1 1W0t (fp�rACwrom PANEL C 11 ELEVATION ToB >� OR RD1011m 1NME SOME 3/3r-t' KL rule t) �S. ffi r116i1. ) SECTION �,-BB-B MUNUM A.S.D. DESIGN PRESSURE RATIO ■.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH •L" W.HED= loon ,ry en• AYAl14ra A.A. rerr,A1MM r w 4AI.1111,Ia . ., a�tOt6 1 •a p .Mq -71A M' -r OR IDS t Ile 114110 0 t rau a a 7 .rib. -11.6 >Y-6' m r-r Ma t 3/4• Ulptm I T"IU A • 7 H6A -no W-r m It•-f• Ys t 1/r a ..&A -4L0 ,S'-4• o ISM a t/r ' •• • L 4 a TO • OWED 6/ 1/410-M i- 1A YS It WOW Ar to W 6 VOLOM W MIL MAXWUM A.S.D. DESIGN PRESSURE RATING (R,R.j,�_AND CORRESPONDING M►X1MUAICHOR SPACING SCHEDULE FOR REGULAR STORY PANELS Cl) IIAi INSTALLATIONS INTO EXISTING CONCRETE ! C-ONCRETE BLOCK STRUCTLERES (1M■ ONLY RP PAIELSL7a fA I41NAAT0l6 A6 PER =04 I TIM 7. ON SHIM, 4 a 51 WOKN "A. 0mm aUWO IT WORM A1"m wpm* fm LA - a I/r r : 110N NMar Oft NMNfAIY PAn IOMM 1' (A•I TrC011 O aP-MP GuN e•MWa MWME 0 tWKwE wla A IY)IICII[ L7 11 tAa'fD[ 10 SLOW m OOIgNR M� ! A CaKl1[R 00■11om 10 OMIOIR 00 Wit[ r wA WA wA r NIA + µ4, P• PA I (TIP) r r IVn N/A r r 1• r r r , (6mTa) +OKA -7t.a r wA N/A WA r WA r NIA r N/A ] It" 7'-V an UK r WA WA wA r NM r MIA r wA S 01•TT•10 r N/A N/A w• r wA r WA r wA a a 4 M o un IF 0• wA wA r r r r r r s r4„Dt0 IF N/A tyA WA r NIA 6" wA I' w. 7 (mm r r IA WA r r r 6' r r 4 6 7 OI0R010 wA wA /a ln' a I/4 7 1/t 1 1/4' • 1/0 6 1/4• 6 t/4• 6 1/4• s (W�101Q IRE WENS 10 A It RA A O M TM A ZPAWS PM 11t411NATOB 1110 N O PIN[ ailOY 1111aAM AfDKa OAPIOt Am YPYY 100E OWWMK AK OWAM OM Tr mm" IN F.D. LEM NNW ABOIAO QM M16pAt AMIDE oven p WAf vw WAM "0 a0 so=" F ! LL Now K LOS TWO MIMN MII�°nmoW ME O vAk � "PC a kCWMM LXW �0A CIA T� t/4Y TEES _ 1/PP ar sr -I>. 1/r4 1/4% (I4i a11PM t 4% 1111 o iw AOO W a a a 1 t 1/4 a 4iAIa••Y•f1 Ow•r 11J a f a a t !'A tLLIttt *-,* 7y W f i a t/a SA 4 A w AWL ow r6s 11/r- 7 , - ae 4w r ,m Is ,s s a , ,s IA 1m m . a ti i•: 1,1 �l I•� LOf@t J. INSTALLATIONS ARE ONLY WAND FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72A PSF AND PANEL'S U.RN M UP TO e•-r 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPWM DENSITY OF 0-" OR EQUAL TOP t BOTTOM MOUNTINDS CAN BE COMBINED IN ANT WAY TO SUIT ANY INSTALAAWK l _ I t" 1 • • . : it ! ...:1�1 •. yt: , I x Won" ASA 1 UPW OF 1W-dAP GUFa1 P0■a01 FINALE 0 wnwE NNEst"On F i OF TIRE wMNA1 NwK'1 1aN■d 1• pt) m t to To 0p11C1E,5 to isponewMAIM comma To m SS,O, -72.0 r N A N/A MIA 6• N/A r N/A r N/A 1! 2 (10P) S'-0' a LESS 6• 7• !• 6' 6' r 6' 9' r 9' + (BOTTOM) .60.0 -72A 6 N/A N/A N/A 1• WA. r N/A r N/A 1 a 2 00p) •-0` To r-r r s' 1' 6' 0• 7 1/2' /• 6' 6• r 1 (BOTTOM) .55.0 -no 6 N/A N/A y/A r N/A S• N/A 6 N/A I a 2 (TOP) r-r TO r-6' 6' 4' Y• B` r i• 6' e• r 6' 1 (BOROM t SASS. PR66UIE I BITE • w r• tnr 10r O NWq BK 4 (COB • r r t01 "► a AEI[) TO E#T. AttE� Of THEM +492 -613 3• p ♦ 1 2' 4 t r 2 (BOTTOM) 7'-6" 01 LIM +52A -6f•6 �• y r r 2 (1101 A) r-6. OR I= 66A -MD 2 1/r : 1/f' 4' 3 1/2. 2 (BOTTOM) r-f• OR ums +SSA -72A 2 t/2' 2 1/2' N/A N/A 2 (60ttoNq T-6' TO e'-0' .56.0 -720 N/A N/A Y I s• 2 ( r-r To r-r ALTERNATE AT LOCATION PANEL /+' i}-- 11 IJj ` � Wfp w PANEL �--iw PANEL -1 -3' Mira DETAIL 2 :FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) 6alEL a/Ir . 1• �W�Y�S.D�N��U����af�D�R��N�ING MAXIMUM PANEL LENGTH "LAD SCHEDULE yyyy5�E OYLr tW seettN)1NL t A f �me tTR 41t e.Atri. eU1A., Y1WAr Ran ef6w 111KaMM1' Yr A1i pV 'n' p w oYAgAOa ,4W -tAe - a a/4' tA4KLll0 !0 11Mo 11 AIR AIONA6 TIP[ a wmm NR 101GWV m PR0 wm MINE ■DEBAR IA11AI AatMA K %mm as MINIMUM, mR 1ea1Nt AK 0AA0AR0 a4 We 10 MILL to La. " TOM F10fJt1M o wdmkAE mmu Acm WIMa r MAIPLY1111 W am" Wall ON fmmu N NNE t00014W FA=ft IN THIN, MFAMN To K POMKL emum SNdp 0/M11M UM FAC1aR WILL N0 t UM TON OMAN 10VOW f1010ARD NR Dal AMOWI TPE M mmm UKMA om I TAR .. _- - t/!, _ t . v4il IAIOaN O Vr1•M► allr-M w alma OVAM 1 a a -lyrA a 2 1/a •OaA41r1" AT A a a a a PA WL ar IV+ a a i 1/a a IR n aE■1 Im .M a, Is - ____ ,s 11wLID ONLY FOR AS PER S110110N5 + TH W To. ON SWUM 4. 5 A 6) A40, On01 403,1110 TwJ t[ coo /6 !PNCNM An tr TAN1 D1 a t1EY YMMM IANQ L■WMH t (a) wm O TM-W Gilt-111 /WICMR "mu 0 PNiaMR ADDS SpA SIT 70 CONCRETE m tam m OONCM[ m 0001011 tS m Ca1Do1 taalK�inc ■Ofx m CalloNm m txrNO�ln[ m iwNUE,E m OM OM!OE1C m aOeDN[R m 0`pl{R 6' N/A N/A N/A 6• N/A r N/A 1' N/A N/A N/A 1 (Top) r +• N/A N/A 6' r 1• 1. 6• 6' N/A N/A I (WM)M) r N/A N/A N/A 6• N/A 6• N/A 6' N/A N/A N/A 2 (TOP) 6" N/A N/A N/A 5• N/A S' N/A e• N/A M/A k/A 2 (BOTTOM) 66.6E 72.0 6' N/A N/A N/A r N/A r N/A 6" N/A N/A N/A 3 a 4 (TOP) >r-s• m W-.r Olt LE■ B' 4' N/A N/A r f• 6' 0• 1' 6' N/A N/A 3 (BORON) 1' N/A N/A N/A 6' N/A r N/A 6• N/A N/A MIA 7 (TOP) 6' 4' N/A N/A 6' 6• r 6• e' 6' N/A N/A ♦ ! 7 (BOTTOM) ,I/p TVA 12 1/2- a 1/4- 12 1/2• 6 1/4• f 1/4• 6 1/4• f 1/4" 6 +/4• WA N/A S (TOP/60TTOM) D -!Ll N/A N/A 12 1/2- 6 1/4' 12 1/2' 0 1/4' 0 1/4" 6 1/+' 6 t/+' 6 1/+• N/A N/A 6 (TOP/BOMM) '-r TO 11'-2• 05A. -72.0 N/A N/A 6 1/+• N/A 6 1/4' N/A 6 Ile 6 1/0 6 1/4• 6 1/4• N/A N/A 6 (TOP/80110M) •-B• TO W-2- N/A N/A N/A MIA W/A N/A N/A N/A N/A 0 1/4• 6 1/4• 6 1/4- 0 1/4• 6. 6, t0 (TOP) y -1LO r r N/A N/A N/A N/A N/A N/A 6• 6' 6 1/4• 6 1/+• 6 (BOTTOM) 12•-+' OR LESS OR In$ r 4• N/A N/A N/A N/A N/A WA r e' 6 +/+' 6 1/4• 1 (BOTTOM) N/A N/A N/A W. p/A N/A N/A N/A f 1/4' 4 1/4' 6 1/4' 6 1/4• 10 (BOTTOM) sa }6iM15pt�gll 11 An IS MR ANG1065 TITS a WV404 Po t4TYmma ONO wm re6■ Kwm ONOWID OM lL7NOU1[ IrAR't ANCMOK 6MtlOW M MLMLY'a SMCMO sm" OM 1p601A[ F Ot MOLAOSKq f/CTOW PAR AIM ORMT01 m K "MMOL RfOUCm NVCNO OKAIaT) 1ASN0 1AcmR 1WlL No K LEN %* boa" WAM aman Poll W" AW M M Al NIC4M amm �� iR IHti _ tAt'OWI 1/4ti O N-�NOW 1 1/NI / 11 lµ1 ONN-N NAa-MI' D• /411"m room a a ) a a 1p a t•MwPPLIv IAAN4Y 0..) a a a 7 a a,H 1u14AI = 1•a Sn) a a ) In I'll 4 a 1/,-- Amman. n ►Aa70a t �• at - - • . m Lai m a I - - im - IAr Im INSTALLATION DETAILS FOR REGULAR PANELS(b & 1n1 INTO EXISTING WOOD � STRUCTURES IM10 FN/ifatLTE NL6 ° % Efa61O4a Tlaoo "CAM il'�OCO°U°Ilftf"-"� rtrim 4 1/C OG IIZOUIILLD � I to W NAM. Ma PANEL IENOM ' I1ao PANEL. ifliSlH (S[t NOTE 1) THY-a0n• f1,6 (S[f NOTE U i�aWN 6AlaAr ' I OF 't.• aMt Mn . 4 I/r oa 4• w000 I,,, ' ' { I rM' 1Y000_. 1-)-I , • 1� OGIf. AI1e'D i 14-10 PANDWIE RYS A[OUOIEO at 4' 1 7/r U ''I MO WIDTH OF °N a i. i .. _1/4Y La SCNM • P.O. o.c. 6r/0KK0 ,►/ I ,.1 _ aw W/ 1 1 • mm, _...- AT mewaN K It= frxt f/b 1 SODAS •1 1. INSTALLATIONS FOR ALTENOTNES BF, 6W A 1OW ONLY VALID FOR g411 M)1101NDS W6TH Aa.O. DESIGN _LOADS UP TO +43A. -48,0 OA.T. AND PANEL'S LENGTH UP TO 12'-4 s. FOR NEW WOOD FRAME CONSIFKACROG: WOOD MEMBERS TO K SOUOIERH �' • "Cif ' ''• PINE NO, 2. W/ SPECIFIC OEk4R'T OF 0.53 OR EQUAL. Ctl/W0AAINON B SECTIONS: TOP !BOTTOM MOUNRINOS CAN K Vw- COMBINED N ANY WAY TO SUIT ANY FL NSTALLATCh 1/A/Y21A0 S1IQOREEpM41 r aC. R/ 'm'C06F10 R000 WApA • r MR , 7z7L IYW. PAIL Um" tnY-LaN• as ISEE I�Drc t) a/ Na�. •'/ 7 WN 1 1 awwaFLWN _------_- It t2..Qr. i. _.._ I 2•0r IMOD K041■D ' ' i Ir oG 1r/, LA0 W/I I r 1p PP 7MNW A I it trapim Or PLATE 6FA4E 4s-, DR :. I I .000 ND'i0°t OOW ItADDt 7 6 u '9rp- 14'wt e i1 1 aC I 1I1 C ��RK�NMTCIIVE t ALTERNATIVENfWI/+ 2�2 I i tl i � I EG( ED I I ED I 04 oD ( I i I � '' Ln PPUU �,` KallEb 8 DrA LLTERNATIVE S ALTERNATIVE 4 'A[OUAIS' I�i t/+Y W OOKNW / 1/2' 1 I, NIt$ Ldx UM rO15 a1161" 1/ ,/4Y-qr u rs. • 1• as 0A ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS tMlW/O41KM1�W-YM nvarNE trNN7 B M MWMm/epnei male Va • , t 1�m Sea! a/W - r NME NOR 941"m mm MR SI01N to MAIM GG INSTALLATION 1 ffi 1 .1w AM 1. a6tt4WI01/e AN OKY MyLp NR 11A 0111011111M ASA OEM Low IF m .t6A. -7xtw Rf�A0pPON AND PNEI'S 1A11TN ID m •'-r. A M W L O Y'EDPCcKt11mucra O,Y °o i°� YL m K SW111OM N cn j U N C o O c . � ca U -a 0- cn O cu '^ VJ cu O � u- M- O cu .c O CU IZ a z z W J t'V cm •ram LAJ Z i a '= b n C= C L7 M b N x y y C14 L Q yd„ N tO d L w c y C3 cr w c iv 3 3 w a) sa y C:L r. Io n W O CL CL U c O 0 (/D� ■ t4/I cu LLI 2 Q Z Z Q J SHEET NO. SH 1.1 `.---------_-. __.- -. MJCW 1R (SEE SECTIONS ON $MELTS 17, 1& tS a 20)--- 3' Will. 2M17. 407• a o eLw/So w%,9-Vt9 41 O W/BP 101/14, I• MM. eAw/,9, PAw/1s a 0 11 0 0 0 0 0 3' 1. i!_ L 11 _J ILS- N�f'C:.'�' ' PANEL LOOM t -i 1 1 IaM i } i Ir,e,r-M " whir: I �•�--� - `' "a tU M MIT a IwO two. 'U• WY. ai/,7. w� T_TLM/14 7 q/,P. w+S. r i11 ANN. eAWJte. +••/,• a Mw/w Exam y11'/,b 'e7 a-1$ a WO/SO i..__..._�_. _._......------_µC1q■ (SEE S ON sNEETs 17, Is, 1s At OPTION &2 FOR LIFE SAFETY STORM PANEL® ELEVATION SCALE 3/,r-11 '/r low. w t1V!•R® '•pw a,u/w�21AtIpT COIL[ BIFOY t OO•� ZKMM SECTION A -A SCALE 3/t9'-1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.;.fa) AND CORRESPONDING MAXIMUM PANEL LEiGTH NLw SCHEDULE MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.B.f.) (SEE SECTIONS) TO GLASS CONDOM +55.0, -72.0 6'-6• 2 3/4' UNSMTED 1AWXM MNCHDRe w Al[OUIRp '' 1 � • f IE ' I 1 r r4A 9H" w � CD If I I 1 1 = I 1 I INSTALLATION DETAILS FOR INTO EXISTING POURED -_ •TAB• ANLTIaR e r ocr OPTION CONCR FOR LIFE SAFEN STORM E OR CONCRETE BLOCK .' TA/NN ANCIIOIR o,c PANEL STRUCTURES SYSTEM 1ta• TNCpI MOORS _i r O.C. FOINRCD IXINCKIt. wow REaaEo i 1 '/+• P01R1m OOUpR1(. eLow NEarRo i j Iva• T'O1oM . Eo I\ p , .• -MAY;- UOW w � I ALP eNIS/918.! I� i If •*+LOCI - --I 3/32• AM NUT • 12 1/r O.C. I _.,.-i4• TAPOON NICHOP$ i` a��1/e_ O.C. NE UIRID TE SIGCA !rANWAI I Ay" AIR ff9ffl+AMM SCALE 3/4%1' T If Maw r ra wr • -{-- _ � I I i O I to - I ' 7 , 3/32' WIN WAS" MO 1 4' TAPOW ANCOTIL _...• I/2" O.C. cpmo LED W/ STD) 04 Blow WAI I acA1r s/1".1' 1~�• 32 eHm IB Itim FOR NWI N TYPE ! Rm= TIME UPON w wWDNtl FOR IaaWUIONM wT0 t10op /IAAIS eIME9H0. r AM= MADAM 3 ANIIIAt AND" VI C►MB AND Wow am Dow= A9 BAAG1m of ,Ne •Trtlarro h■.a1 ICJ _ 3 owlik" NW La LM it" *man ON MW 0■w■r B■r H) 3 sewn! ll IILOIaE AKTDW ltllWlb N WATKVM EV4 M IMM ON 3aIATAA2 Ae1R La 6/s Rw«W 9r THE AOUGWAV MLTORe. too Ole mmm W K A'OwQIL I== ___._�• .__.._. !►MESA awaimm two FACI011 $TALL WIN ?'�___._-_ R ue: IwN uHNAA ePAOBM /a0om FDA DIw AIICIMR TIK tW ,tat [Olasud _.. �• -S' REP - V�s w • - ` NEC.- _ _-- __ 1/aY-sOJ(•'E.S. N.S. M/ i 1 ;" f sY-7m.T(•-LI %LL w/ r _._ • e 1/e w,l/Yl O.wm NUT WASH (`-... �i$•w/32 +ANC NUT YWMu , ♦ 7APC01 AHN401M = 1 1 4' 11IPCON a 4 1/r OG t ._leou:91 00NC1�� ...- O.OWD WALL Y OR CONCRETS 1, REa,9Wo = REDUIED ' WAII hiolipma N -wN SCALE 3/e•.1" SCALE 3/r-1 SCSI! ' zM eI.DCIi; cgc INSTALLATION DETAILS INTO EXISTING POURED }/• UPCON ANCHORS ! '+. FOR OPTION #2 FOR CONCRETE OR pONgRiCeWCK1 LIFE SAFETY STORM PANEL SYSTEM CONCRETE BLOCK STRUCTURES 1 VON ANaIOK i• G.c. i E.D.• � ! 1 ; Ey.r I j i I 1 1 I I i i e � I Y L0.: ' ` I G I � i4_1610 PAMILUMILIt PLUS All _ A WM NOT *41HUR a s t/a' 0.C. . eK1orThelDw WALL MQ Ai IATinu $CUE 3/r--t' N a • � !(�•' ,tom Anti 'FA >APEN oNo INTO um PO■A MA $Ao4 awKa 2 3 Rwe MR W MN NOW OF*== AM MM M = DW&AM ART BO BOOM ON -now-41 4WNI tNw1r P+3 J 3 _ W40ME FOR CA MASS 1HAN Pam= am ICMLU B MANOR $Aar N MLiPLYM W wo ab"M ON >a ow- P•-4 4■w1N SARI■ eN AeBIL u, II01eA N TEE HILLOBW FACTORS roll 11At OFEWM TO K PollOL . RDOtICm III amaw Colo rot" NIYI MIT K Id "M Mm" SMOMO BIOIOam no VANAK/eR Mt an .._ -a 1 Yf r I E.Ti• �i ; I ' i PAAIaANi[ FAUS W ( dl OMIGEIC «.tlOt WALL.Ma $cAaE 3/r-1 ♦. 0 O O L O O CL 0-0 � .� .� ca U -0 O ^0 cL c cO C N O E LL O .Ln -0 Q� O L `V C INSTALLATION DETAILS FOR OPTION j2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM one ,Lrnez, ,BLEW e_2 „eE,o �enE ,Wawa syste�E INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1, E-2 HAND STORM PANEL LMMM ON THIS PRODUCT EVA UWMN DOCUMprt (P.E.D.) HAS BEEN VIDW iED FOR CMPJWM N 9.1) WMAN EMKDWW OF TAPCOM ANOIORS AND PAIBELMA,E FDAALE O a $'N*LMM PLUS INTO CONCRETE e+►i --Y• - �- �''c\/Y'-; - -Y f 1/4- ACCORDANCE WIN THE 2020 (7lR EORgM) Of THE FLORIDA BLMDo1f CODE. BLOCK LIVE BE 1 . �V I ) / /4' CiALK-IN ANCHORS SMALL K M 7/r INTO CONCRETE. lV 1 r, - DESIGN WIND LOAN SHALL BE OrnMM ED AS PER SECTOR Ie40 OF THE ABOVE MENTIONED CODE. 9.2 MINIMUM EY9FDYOR OF t sY M 7 TH00D NEA901 -'` Sp00 NUOp -.-.. : -�OOp WADER l FOR A Wllb $ICED AS RIOLARED 91• T,E WHERE THESE LKlT1ER5 I ANO f W10OK •-,:WFItp RFa1AKD 14[WNm ` �• "�- " TIpN � NO EMBEOMO/ Rf10 AN'/ FW145N SHALL BE PERIIRI®. MR A DIRECTIONALITY FACTOR KN-OAS. U95M � T-,e AND SHNl NDT ESCEED T LNIfIM S.D.) , .•"'� - '� •.•�' `"� '��l IWIOEw •"` 0ESI01 PR(7OIME M7INDS IMtCA1E'D ON SNRII 2S a 2f. /4, 0-20 SI BOfWUK BOLif IMFD STALL K LOIN OMU04(LMUlO AIRY FINISH WT[AAL �>7 70 `' 1 1 4Y TAFCON e r O•C, f '' i •. TMCOH e r aC. ENDACC 31e INTO ANCHORS. Q -- 1/•v TAFCw e r o.G. ._,. t/•v TAOON a r OL. __ t/A'V TMCOK e r o.G. .,/s'r TAPCOH e r o.C. 1 ---��1 r/� MM. TMIEAOED "��, ,/� MILL T,SIApW IN ORDER To VEADY TILE Aw4 cowwraN. ULTIMATE DIEM WPM LOADS DETERMINED PER ASOE 7-14 W� . 7 1 1 MN. OKRAOm / , , MK. iHl97ADED "M i , MN. 7/FIUOEO r MN. PGETIhTION AT W000 ! �t FENETRATKIN AT 1Y000 SMALL BE FAST REDUCED TD A.&C. OEM WM LOADS IV MULIMYTNO 7HEY BY 0.6 NI ORDER To 5.3) IN WE TWIT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE DOVIA0 WUl• wpm OON AT WOOD •� ' r HOODIp N000 •� r AT WOOtI ! I AT Wpop HEADER` / IlH1DER ,t LEADER TO COMPARE THESE W/ MAX. (A.S.D) OCSKiN PRESSURE RATVOS 9ETIOATED ON SHEETS 2S a 20. A OMORS LWl K LONG ENOUGH ro REACH Tte MAW STRUCTTRE ap" LLGI PAIEIs. ATYY aaw � w /, ' `'} I , �` SILL K AS MENTIONED N 0.1) AND N 9.2). Z p j%\ ) } / U T H/� 1 , JIl , Y t/2• 1/r 1/2' ,/•. w ALLOWAI WMM FOR ids WAS MX USED ANCHOIRS w It" ANALYSIS. RTHIS PXD- AS �LSTEM6■IK■ SPPAACING TO WOODER w i" BON Q 0-�" b 1 t/2' //+• l I R• 1p• l i J n p ' 1 Nt_ ` '' A1PA_ -- f 1, / i', �, 1, / l , �" //jr 4... _..._ OETDIMHIm M ACCOROHI/CE 1WrH OLDS. 20, 6. (C) ANCHORS POLL K INSTALLED FOLLOWINO ALL OF THE RECOMMENDATIONS AND $PEOF,WTIONS OF THE ANCHOR 1 / r - \ + Y , 1 , ` r ' 1900E 1HEAC(T1 _ ' �_ rAXw HKAeQ1_ �, %2'.. i STORM PANEL'S ADE UNCf FOR IMPACT AM FATVA RESISTANCE HAS KLM VERIFIED N ACCOIMANCE ON =IN* 1429 OF - m N / THE ABOVE MENTIONED CODE AT PER FERESTRRION TESMIG LABORATORY. INC, REPORT 1, 2032. AS PAOTOOOLB T.M-201, IT 9 SNAU BE THE '1 1!"• i , -"' IR♦91ARF6 - RESPONSIBILITY OF THE CONTRACTOR t0 1ERIY iF1E 9DlNOM35 a THE sTRUCTAIE WIEAE SWTTER N t l.l- d OR wow FRAME BUILDINGS. M TO K ATTACNEO 10 @an PROPER ANbMRAGL. THIS SHUTTER WALL OILY BE ATTACHED TO CONCRETE, IRM AO 6 TAIL-202 AM TAIL-2QT. I - 1..• .. _ / r OONI ! 2. TM SYSTEM WLS KEN MIOMLD TO BE NSTALLEO ON THE OUTSIDE OF THE OPP" U)DESSIND TFi OPENING FROM THE yC3CV _C 4 INEDE W THE U$f 1X A OR tnT THIS APPLICATION IS VAA WHEN INStAUAIDN S ONENOFD TO 9E PWORMm L2, iHC I6TALLA7gH CONTRACTOR IS Tp SEK/GYAJ( ALL 2HUElEtI COMPOfKFII EDGES WMICN REMAIN N CONIYNJOUS Q d .� /0 1ADD CONTACT WREN THE BUROW 10 PREWAR WIND I r 1ILarNAWKtaA i ® j I W,,w f i 1.V FROM TIC RLSUE OF STRUCh1R u /RAN INTRUSION. CAULK ANO SEAL SNVTTER TRACKS ALL. MOUND FULL N SC 1 1 Eta M LEWITCW) v Mot.oIANc --� wt___ ...-..,) .A a KIM �m1' ,R, ,,,M,W„ I jI I jTH -�94W No ... 't' K ' I aEq�CINW OA 211p ,0) _ 1 3. sERFO TD00 iomINS"KTIDN IS or SO YE TO $MOLE AND DCU9LE FR,Nc sLYIF wRE0w5 WHEN N$TAlAT1oN i5 REQUIRED ro 9E LOOM ' H' C� w c PAQ IDDM >o NAs p1H IIOIISMI ' AN BI/9B { (, (:eE N01[ t BE{.Ow9 w ALA« t9fF NDIE 1 IQOa) m IB1a{ t' IMF- , t• Ya. PERFORMED fSOM tHIL IIISIDE OF STMILTURE. t). STORY ROMORS RI VIDID) BY stall COMPLY NW SPECS INDICATED N THIS DAAWeNa PLUS ANY SD0910 AND 201ANC 1ASS OAK •DatAAIL I I p oMOi -- PANEL I •. INSTALLATION SERIES I13 WE"= TO K LED THE MILLET OF STRUCTURE IAA AE[1t5 STILE NMgOWd Wlatl la. AM M WOW" AND 00 M� NC E - 2 INNO WORM PNHa SYSTM- 4 FIRM PUMM � Q Q REGULATORS PROVO[D BY THE AIRMOLTIDN WAE7E ItRYfI M APPLIED TO. CR .�.• _ a aWa W I 1/rr ao ' _ a 9 m 1e I/A q 20■. • - 1 M[ >pyMAt 1 l M - hV�;. _ I : 1 PANEL LENotH I IL TAIL M'O.7 1/••A-20•,• i (SEE NOTE I KIM ►- f -- _-• 7 I GMAs$ Mat to i's� 1107[i M.s. M1%--, THIS PRO ION FOR L aIT[ SPECIFIC CT: la, OHM THE SITE COADtT1orIS GE N R FROM DO P.E.D. � N dK 313a0a[ PANEL i S. All ALINIIRW OTTRUSIOHS T) K 5063-16 ALLAY AND TEMPER. IUraE9S OTI9'RRKE NOTED) 1S- (0) 9a! PRODUCT LVMIMTIOM DOCUMENT (PLO.) PREPARED 9Y INS LN0o1[Ol 1$ GENERIC AND 00E3 NOT RIOVNE ,l PADRE -p� , _ .�_ wN i l , /�„ e. ALL ALUMINUM SMFtT METE USED AT CLOSURES $FALLS 1NYE 3, OS-H,• NIAY. _ ALOE MN _ _ 7 Y ■ .__,_,+�_,_. - _.._ ___ i - C - ' ` _. _ "''+'• - 7. N1 STEEL SMECT METAL PANELS w CALVE STRUCTURAL QUALITY STUD, ASTV A-K) GRADE SO Mln., GAWANRED STEEL THIS PROWCT 9ASED ON THM9 P.E.O. PROVIDED OM NOT WfATE FROM THE CONDITIONS DETAILED ON d .r y � I (►) OONIRACEOR TO K RESPOMl9LE FOR THE SELECTION, PUIIOM AND KSMFLA11oN NCUMM LIFE SAFETY OF y , 4.0 V"' - _I,,, �_, ✓ 1 t I r _ ___,1 0610INTLON w/fj" S9.! ICU ROLL20). THIS DOCINAENT, CONSTRUCTION SAFETY AT SINE K TES: COMTRACTOIP$ RESPONSIBILITY MCWA AT .0_--_ __ I [____,�. _. ` _. .. (. j a ALL SCREWS TO K STAOUN STEEL )OM OR 110 AM YMS OR COMMON RMSIAMT COATED CARBON 4TM AS PER CON (0) TOMS PRODUCT EVALWION DOCINEM WILL BE OWGIDEAED NWYUD IF MONITILD. 'WDM01M OF PLM _. IOO,B w/ 50 11Ai CFTC SIPDIOTM NID sD M TENSILE !O9'NDTM a LMLL COMPLY w/ FLpKDA BUA.DNG COOS SECTION 241T.].Ss. (a) SITE SPECIFIC PROJECTS SILAL K MEPMED IV A FLORIDA ROORTEI[D ENWUR ON NICWIECE o1MCH WILL r 9. BOLTS TO K AS1Y A-307 1MILYAN2ED IrEtt. oA MIS, 304 SERIES ST11RiLFJS STEEL LOATH 3e NN TAMIN/IIY ELSE STRDMIN. BECOME THIS DMWRER OF RC, S (E�O.RJ FOR THE PROJECT AIM 1FIIO WILL K MPONSISLE FOR THE UK OF THE P.E.D. ENWKEI OF KLOAD. ACTING AS A DELOWITED OMINEETI TO TFIE P.E.O. DONOR. SFIUL ` 1 � CAL Err SN9MT TO I" LATTER THE SITE SPECIFIC ORWOMS FOR RVKW - (•) RECOFD TINTT PREPARE R DATE AND ORONk SEAL AND smakkn a OF THE PRDRsS1WML Da0NQl1 or i O. `v. / / I i i I l T �; 1 0 L• .� ,/ y +••-30.3 • 17� W/ y M/rw'T/3I�T W MALT w -- - ! i - ~- •� - 1/4- 0 PALE CA FEMALE AWHOK AS MN IY BY DOMT AS AMC, A IN. f'c x2LCA IO)ON9fAUCTgN PRODUCTS TO. STORM MFMi NANUFACNIAOM LABEL LMIL K LOCATED ON A RlAW*F VISIBLE LOCATION AT $TOM PANEL N } I • Is ANM NUT �. 0.0 Ii WHaIER (SETwIO) :. + i L 1 (CA.3S50 OM0.1M TO C011CORDANCE WIT"hY woM SECTIONECTION FLORIDA BUI.DRM CODE, ONE IAKL SW41 K PIAC® MR ENTITY OPOaNG e 1i 1/Y O.C. ` { FiIF UEVGHq) 1 j , l �J/ _....-. e._.._.... 7W.9.2 OF TIE FLORIDA 9U6DW CODS 4-0 TPPCON • r Or f i ' !! l 1 -___ J1 •'0 TM'OON e r O.c. I } II , a1 TrMC011 a r o.t. 1 I �. I I� , I 11- - tSS101MISD W/ ow '. I I - - �ovao Im W/ sTlNo) j 1 t 1 WN, TWWiISm I I' 1. 1. I , 1 I ( A1) 1wM►NNM EMBEDMENT 0► TAPCON ANCHORS MD POURED CONCRETE STILL K 1 7 a• AND 7• F13R PANELYATE / LION A H1pWpM I I I 2w w0m. g[Cf i _ i V L%/a r ■ 3/32' WIND NUT Y■4' rom i - I,j/IY . )/32' will FRrt / W / 1 IwALT aNT10LD 11.'` , " II1.01/r. 1 0m L'� 1 I t 1 OF PIA/[ '•��"� REpUrllp � 1 = REDLaw - , or MAN )L.i_ � • W000 KATE I Wppp PLME j („^ I 'I 1 i A2) ►wMMIY EYKDLRNT OF ,/a•r X T/e• eAllt-N AIICH011$ LL4.L K IS T/B• INTO eoNCKTE. HM EyKDMD1T Nf0 ( U040 • B //4' O.c {WAyM1 a (KYOD) FEMALE O a PA ELM PLUS. �___�,•►•,'-WD00 PIAIE L_.._-... _jj1'`WOm ►LATE 014-10 FARIAMTE P - .L � f 1 1,M,O PNKLW7E _ wuAnRRID laD AeY'wM o 6 1 4' O,C- W�t 7/li" - C }- i 1 • S 1/•'-1-'- IT ANY FMOSII 1MTERNL SINLL K POWIRm. P rz 010N I I ,� K Fp� TN/Iro• P SEEYWX GOALS IRFD SIMIL K MANE ENOL."SIOLAD ANY FINISH MATERIAL 007) TO E 4ADE 3/4' 9DwE 3/r-,• r -�� ! Li n, r*_� OR SCALE 3/a'-tIBA e a Ow WALL MW tHHA AS) FLOOC�R. ANN IOIS SIWL KPRECAST �LONG CNOUDHPRECAST C H THE MA I STRUCT ONCRETE AMIELS, OR POVISE a SFOUND CRIICM�PAIC AN"CHOI MO[ SLKLSCAT 3/r.1• SOAt 1/e'-1 •1..•..•.1 K AS NENTNED IN 41) AIM IN A2).... T:�i �}p' l✓ Te IMSTM '!Mo e a OLK a 131� � �Me nORIOA WR. M CODE NI h +Id NuTr,00m 2AN• $GALE 3Po'-t` 3?: ��EN$E • % sGt2 3/I•-T FLOREDA BUiLDINO COD[ LEI vN//9 NYYrEIDNR tom : * rLOREDA KPILDINO CODE Nurrka a I" 1, $ MIAT" ARE ONLY +•LD FOR 9 N.V"QS WITH "ll. DCM LOTS - 1/a' • TAPCON ANCHORS AS WAAUFACRIFKO BY I7.W. BUILDOL NYC. IP TO Calk -71.0 Per AO FAMILY; LEMM UP to V-S, 4 : * Sam T&IM WO 20 OAK OALVAMMO BTiil STOIW MNEL rP, t No 44167 rm0 ARM MIL 20 6AIE OALVANQED STEEL. STORM PAMEL rP. - T/4• • X Vr CALX-NN ANCHORS. AS LWNU►ACVURW BY DEWALT ANC, (rH TSOO Pal.) "��•,. /� am umm WD 20 OAK OALVAMM STEEL STORY Ndtl rip. DR1BM On :'Ir t DRAW Art - 14-10 PAIRLAMI[ ILMALE D AND PANDAMTE PLUS 0000 S. AS MINUPA.TURO) BY V= CONSTRUCTION 7` 9Mr � I rat NOV 1000 FWME Ca1MMUCTION: W= ODAM IS TO K SMMOM I. owA AM M ARE ONLY WLD FOR a1NLOrgS WITH A.S.D. OEIMN La1D3 P1K No.:, W/ 9Pecsc DEISNr G► 1L56 KI [DIAL tlT � Ornyip LP 10 4ae.0. -72.0 PST AND PANEL'S UNCM UP TO W-r. --- ---� O/lnlw _ ..N� •� apyfaw PROTECTION PRODUCTS, U,C. BWF * : TNIOOUCIS trM-m71 P..W •.�1''•,•' , I L E C O 1Me. 49w La M SOIRT s. rw NEW WOOD FRAME Cd4NMCTIONk WOOD AEWOW TO BE SOUM M «ao 91 mar ASWR1 33 w,. PIE NO. L W/ 1 +IYFC KNsi,Y DF ase OR muAL $p . p IL E C O I«a. PROTECTION PRODUCTSA UDC. sw I�E C O I«e.� ' �' °� �i 'lCs ••• N. W. NIR�c OIIAIIw �M. NFA h/l)1«-wP 20-176 '( +' w r Awls pD.NM YwM1 In tw)owdF•1 20-176 H F .a Flak bM)w�M7Bw'Am x►HMr-aff7 20-T76 a. C 4K 9At rl I'•NFsry)� �,• �' HWM1i A. 'a' w. OONAM IF 'y,,-aS N•••` 1�, rJ,«O.eI.� 16 •IWI ►L IAIJ*AINIIIL/wML ww, IN F ES M91NwaWTMYIMIE w • PZ O'RL7 w a K -'•N Ixl • s-AwwwwVWAR-_ A OILIT P - p M Ia�AO«/71� - wQ1 It • « - _ PAL+. Art 'M■I' 44, COMPONENTS FOR SERIES 2000 ADS. 1000 E-Z tsDALL ,/2.,7 HANG STORM PANELS ^ --------------------t0.19S• (TOTAL MOM)._._ -.._----------._"_'----------I - -2950• t :on- = 2J6r i T3P 2.2M' CTM7. 7 2- �_ .. A-M MM OS►AL � � � � �5-11� � ► 9wMAMDE 0-0oALv. 7,JfiAl ON (� 20IMAWL POI L Pii P MITTS Do UP � ISOMETRIC V" DETAIL ROMMEo Coo" • 006 OF Pons END LP W/ HEMMED TOOL (NLT.S) -I�- 125' I L--3` M=.-•J O • "W(Um4) ALUM, ANCU Air r r f 1.000' A�2.000•-J Oaa.... Tt= 7w Dee' ItYr•) L.. STOP am V , ,1• LONG $063-15 ALMA. ALLOY 1 I O REVERSED whw TR= �.790•r . INIZ N .et3•. 3.7l0 ) O U%i WI Wee -To NWI L giar P• Q' © MEMO wUw TRACK ,m• i- r.. sobr }Aw © 2w93'(Umvx.) ALUM, ANGLE 3'/24 r nR M 2 or4" ®=® I'/24 ► � e/240 (p W a We Noa ,.,CIF) 3• IA1W. I• WL '411• SMA ) 010 K w Air ...._.T t1r 1R 14111 i F.'4 IRK (VHR1o0R FAQ) (3•I'w• ►qA$1 wi0 FAQ) M j 1• L3. IQ NOT[ 4 WILLOW _,.- • HIDR - I Y,• : I ! AW twIIOKR AHN2wAT OM IICWIMIr.. SOIMIIM ON oHRI 2a r90 �`ADM) I, q1 A/ aR W >u BDD1ar aA WIRY » ..{I1'. CAy /0CW • ® 1PDrNU swi AaW�` "K`TFAOYrK W • a MNa. 10 AT O411 o tD FAaLRNE. M1 W AXNE . 1 S.T�RIVJCTRICQM. YALLLO �� Ya . ' 1/r M. w ' r IHr ar / 1/4* TALE w w• N.. GA►--=. ®w/aIF/D®mw SECTION N=A BOWS • , �' - ease TI/)r . P (,y rwsrerloN er s®ax teen E - IT HAND PAH L BYSTD,A CN1W M OF PANEL DDOi: tAAc«s A'1 TOP a PANEIw,[ PLUS AXT Ts' LOW (I)_ Or' VU M1M E - 2 NAM STORY PANEL IVSTEM CORWIING OF PALL . 1PJ^' 6aTTOM W/ PANEIOMtES• C•nI' TRACKS TOP i BOTOM. (2), ONO PANELS SITYL ALWAYS K 00140 f V TO SILL WILL BY MANS OF (2) PANELS SHALL ALWAYS BE CONVECTED 10 BOTTOM ,RACK OTHERWISE A STOP GAR P MATES IF ue wY OW/4'v- LONGa tMWCNI T N71O PANHLS 9NALL K PROVIDED AT TOP OF SUCH ryILLS• wwONWO� (3), N FJM AIIE 7O 4,D'TOM TRACK, SHIAII CONSIST Or DESG99m CRT MY-2A1 fHIRYBpR� TMWA ( A4 1 A'M�20d 4• WS. w 7 /Ay32 WINO Moon 1/4 /a' MA. TIMJIIBSCR[W (3j SOITOY lDCA1ON or FASTOIOI[ WY 9E AT EITHER of IW0 t3). GDR CASES WREN END PANELS ARE USE JpNTLY N/ 1S' LONE ®At EEi[,IIOR MT 1'WIRE OF OM PALL FSAMLL K ►ROAM ATTOTOP OF SUCH eDROY TICK A SLOP B4N (4). N CASE THAT END PFNELS ARE NOT COREJ:TED TO BOTTOM TRACK PA. A STOP BAR (4). FOR (FIST "M DM ►AN[LS AM SOME INIQOA PANES ARE DIRECTLY M ONLY UIED I TOP) AT SNOT TWO HAIEL$ SHALL K CO.RlCT® TO BOTTOM TRAM Wy qy ENISIM ,pPO�Y / S10WM ON TON MD taw /2 IISINO SPECS Ie1rT d MOLE (f3) PANELS M ELICIT CAC[,CTED CONNECTION OF PANELS MO SLWWIIDA. OO[. ro BOTTOM TRACK MAY OCCUR AT HUNT PAM3 LOCATION. W Tw0 PANEIANiES F (5j SEE SECTION V, 3' a 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE OWNW. FOR TIDE GF� 9NEMOt 171NEL YBED A' LY� 1111NINYP� NOT NSW ro K COAN[CifD 1Q AIY NIY MFMN. TRACK (GIAT7DjT .1 INSTALLED SEA A: T�(�r!(y� MoR OYVILMSRETA9EDBY �. Car r IaL,T $ISE GF An PAW wAYE (w MIS 2 ODA" 3• M.- Y/24' ,' amcm AHaer oe MkU aR N'KI JafYL1 INSTALLATION 0 LS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL.D CONCRETE OR CONCRETE BLOCK IFwaw L 1Yt \ an Ad ( •F Jnf-(s� � � d 1 !1 F ro pVc MAAwaLL 1 = T � T HAiA g I I 1 M GOO � i GOP / WALL AND DIRECT MOIHRIaG Rill. O TOME 1 ywy UK W w A1i • S a 41 ,((� MWM.. oM m AA w a wnw 1NamMK aN K ONO= M AM ww t0 Sw A/N ma 904au M 1.111 w) ou OF 0R w x"Ilf _ eOAL 1 SCALE�3/8•., �4 moll a -r-�ik�r. 7f• 11 °Ar cn.6C. -1+ W CD _� cn =3 CIO cn a- U cui.". 0 . ■ Vi cu L LI Q Z Z Q J SHEET NO. IS 1.2 1- oio 3•.: w a Attp -..W I TO G/M KS OTIIOI * wLT10NSm +am -75a 7Y OR un 2 6/tr ROLLED • 1'' 2•. 7'. '�W, 2oarw +M.O. -Y63 101 m LEAS 2 IM BOLTED • t a 41W - NRTW 1W/ 1/4'W-20P2/ jFS.SPA MS OR WIMGUI 47 D+OW a ax OF FANS mom wommum memo vmm 40R E 0. - S 1/r » M4U0111UE 70 SEC"M M.0 A, WERE E on t 1iVDe• 0411-0 PANRAMT[ HOWL • a.Raw WAN• 10 ttDloln[ ,0 camco a 10 common t m oOMp.ITE10 cm1l2l171 ALAWN 12' N/A 12• N/A 12' N/A Ir N/A 1• a r (TOP) W S. * IO• 3- S' 4• W 4• V 12' 3' TY a" r 0' 6• r I BOTTOM N/A N/A M/A N/A N/A N/A 12 1/r IV V (BOTTOM) T N/A 6 1/2• N/A 4 1/2• N/A 4 1/2' M/A 31 (TOP) 1r N/A tr N/A a 1/r N/A 9 1/2' N/A Y (BOTTOM) 1r N/A 12- N/A 12' N/A Ir N/A 4• (TOP) 1r r Ir 0 1/2 12" 11' 12' 11' 4' (BOTTOM) OF uwm W 66,0 W. AEA. a" PRESSURE RATNOl gam ow a FOR MBHm TYPE AT SFM M FOR NOA1UMM No wo6D TWA /NOSY•, •ALMA A1171011 w"Aam 6 NO YNYUI AM OBWA1C[ AIN SODOM ON lYY 900" FON LL I= MY #MOM ON WIM" *MIA M4Na WA M{ SO VMT^Vft BROWN SOW ON Sp®UU w *9 PO ASS TUMORS. FM TOWN ~1001 10 K mma OmUlaO iSRMYB ew*M ICY• FACTOR emu PDT K L T4W 14"Y vocm moon m FOR LOCHmom IYPt AT AIR110Ni 1/410 IMP 1/4'e t Y_ A NNE! 716E TAME - _ DO" OR, OPENS aA M 3 $ a e 1A WKW A O 0-ME1 9A) 3 3 3 a a" Iy fter" •Ia ALA) 3 3 1/2 a I ASR a 11� 3 1 F�_ m Lr 1a AtM ISO + 4WJM S ODL DWANQ KTUM BOTTOM OF MARL I 1/2' APO 0 m MEI& I/ L3118. ++ N(0UIR5 II- OwNKi s[T9m1 WINDS Of PANEL A o m m E 3/t9• Mo. COMPONENTS FOR REGULAR. UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS WAX 1/2-1' 10.1 - ._ .-12.s0O• -t 4YSRIDAROES a NISI• (TYr.) } I it lIr CA . t.300'-•.) ...1.J00' 11.IJ00• i to. ''U Dow BE ROVOtl� m ' 1 1 1 .A d MOW MBA tea 8 b says 67,• . ) -)t IDOE ASTMA6N� TYR �•2 j ,.094• � tAtY "� t _i awag 60 1NIMIM Nt9A11EtQ, 2.t=3' L-_ -- -onAIL A a••m nOY, SIT -J - - --•------ - 37a 1.360• P L I --LEA'-- BETAS A--(-L._' ..-.aA00• RWU COWL BE 11WN= M}NS L--._--216T-- Ra to 7 LEFT IQ we a at Pon O aNR NEARER O3 -F- n= O4 ANGLE WffN_SM ( (PAW] i 73'' PAMa S EaO IAi '! 1 �� rALWK fD Sim 3Fa' f sv McAR,m wa`L- 4D.oY 1 `t �.TWAn • I Np011iff C VIEW_DETAIL _ � :T �•' 'NMI ROUNDED CORNER •ENDS OF PANELS x.m•--- [NO up IV/ MEWED EWE. (M,7A) IS, pffift a.75o• 3105-MI54 AL i ar oer ® KEY NdF WASHER © LAty MOLE AT PANEL UM. AI.OY Di,i-.�.�p•'- 1 j! yi74• .RE DART. R!L AaDR10MAl . - } .091• •7W'► 1x6' J17• OWAND AMt mffp NS OF WINE�'1OMNI ONLY01• 'i I I O �� 2 11A` ).__ 1`(7wJ aeon ATANCIURES i IRSO• �_.. .�;9- uAVr 1lMM9A I r- R.Is-- i_. _.- _- -) aW --: SOOA..B1Naitsaa x�" I a7160• -2.544'--%P 1-11et2Y Z• R w'1 000Y 1 O7 REV. 11- HEADER O AU" HEADER O ..� �- _.1, MON. To s• Mea--) ) tnp• ®A L--2AOY-.I ) SE eeve 1 MAX. .,..__.__ypap•�..._ I_ ALLOY A. T.... (1 E Z4 tNil PANEL .---11i �= mar 3 CEN-�•_ (Ls[ ONLY FOR - S1oRM �^-311•.. - 4' I .ALTO• 17Y ION. �i "c •• SYSTEM) 6063-TO PALM. ALLOY t.{i1' ;� V..._) 2 + •? ) t.125 -_- ND. 44187 ••• FLORIDA WJ DM CODE Non h V61oet Nurt)cam ZerY 123• Fb d ® 4 Rap 4 STATE of 40°°` "'wA eC 24 GAGE GALVAN= aim STORM PANEL 2 MR. 'PO 1• : hN/>•I{ _ IL ECOEwe. PROTECT= PRODUCTS. �• « 0A .`aR N e1WEr • d' M ,ONO' -I � «I-1r1S•'a mines.O"to We-' Mm aN)VAD- N 20 RP BUILD ---OUT "FA © BUILD -OUT or TRACK ® a ® rA 4o0a7n •n • (2AMAC J ALL01') pt � tOl A a TORE. a= 2 w To CONCRETE AMC$ 1)O11(D" sHmn 0 T11W °0GEWE�a RmL u s? U srllr m J COMITAM ' , 8 wmmu ON ie IS 9 TR000H 'a) CMILING AV am MOLINTM SCALE 3/Mt ALT01,011 CONCRETE A SMUTS 9 THROGH0- 10) LA _ALtoNASE LED _ ,. .-1• Iw � ,�4EH IO afJrN�011 COMCIIE7[ ANCH10116 I ,: ILL K, Art 1. OIL W(MELA 9MIOUCON TO); OASS, (fCE 11LHEOULE lE AN 1 I .. 0.�7 tw Ei {i �, .. 91E[T S,L- _ - - _ -Iy .. _ _' _ ._ _ -. js lOWwq •L• Ma. L9A, as f•h PNNL LDOM OW SCHEDULE aLA6s ON NE[T 3) MAX. COHEIR BLOCK-'- ...�. RECLINED. I;ONCIEIE MIGNON W(HKM 9 TIIIOLON 1 ; 4) Y y' o' Q COIICETE ANCNIOR} -__ "'� �•� CONCRETE Mn3ORS ----- Or TELL ;R SSHEETS 9 THROUGH 10) ® BEETS 9 TMOUCNCR W 103 I-{y 12 //a• LAND WY. RAMAN E { ,9 `! SPWCm • 6 / 4. O.G VALID D F .. �N M1OR[1 BLOC DUTMCpMCREEE�a CONCRETE ! LLooc PER SHEET ALL am" Me L ACOUWEO. -19 1• HAS, (ONO NAABMRM !PACER • 12 1/r O,G (SEE TABLE 01 ON SHUTS 9 a tD) SOME ] , S01LE, iNSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES TWAMm 1/4Y LAG WNM • r O.C. W/ m'Du3+Nc WONT KWOI Pper""D" I• t•/` I (r WOOD 1/610 Jr IF, ALVS 0 E• O / I In• Wn. THREADED MI WTION nrt oR E 1 m am"" em0 MEAOER. To a•TMIa rAioo HE4o01. � H.,' SY. o c.nL rA E1IO Arp / Cw* 014A1 SN.% \l 1 y p1� l IA am �4 SO_----'( , • •:I1`M%Y•rp1pl{Yx.a/al• r To CUSTOMS MOmw '0M 'f • FA Ew Or p __ EAIIIA� ITLFI I Sa tWME , 4 Tr MuPOP RHAT 4 C.rA ,Mt• sN4�,• LI (. ni A n41N 4ii�I1W� 1 I � _ w_(�2m u�eDDlq a IOa MLHDE REOLNED t 29 1r INn. t 4.' /4. �•�•• 2 9 HI• IIY. ��� To GLASS.Ua i :wya! ro oLAn 12 o.cKONG • ( 1 ! W/. rti el r4w i SERRATION 1/4"o-lboa 41 to GLASS, A 7N/6gY�RaD7/fla, --� 1TO ULM iDN fN Al _ IYOM1g,WEi•!/P ' 4� OF E ID np h 4• W I �11/1Y-2RI1 4•_MMRE• /B' M4. T14EADm CALM. _.�� w alHWl• 1/aT •NOTE to NLOe3 pornmr,"Is 12 w ox ' 1y% '" / NW • r o.c w • au' 4'. Wpy,,67�11UP!wfJ�OlQ :er I � 4 ••.�'•,,[[� OR ••.• - MwIn to •ROM 1' `1\ ( WNW 0ps. W/ 7/N•A.J/u' 9' 1aa PLVE71eITgN • , • V Gnl MIT • I2 OC. 1w6 t l (1. 1 1/1' Yn IMwA0II1 {POIIIM"m Mn. ) !• 1/4'A W S"mmmft • r 0C. W MTDtN a AL rrBUTly4W i 11 Roao /EAA7E REaRIm 1M/02'NOiRL'N PUKE SCALE 1/4-.1-I f['I CUM FLAT n/LT M a mG' ALTERNATIVE 1 'w A�M ��AyE�MW{1/�. OUR- SF/LE i/4••13 , '� I.9ARA7P4. aw{aLOY = 41W ,. NSTALIAiIONS t7MlY VALE FOR �tMUXNGs ARM ALSO. p3Aa LD•ae n11At«lu SCJ4L NISI .1- w m +ee,o, A�f7 s.3 P« +Ro waR 9 uNGM uP ro 5 -,0 . 8 'NASA 2 FOR NEW SUED FRACONwRVC110M: WOW MEMBERS TO WE SLXRHTRN Q •17° j SORE 1/4'.1' PIME MS. 2 w/ M. SP[CM apmT of DBEs ON EOIAL •�� 3..,: `�• EMSF'•_•A rLW0A BU(LD(NO CODE h Voloeft Hu Gone Zoned jaw_* tRAC p Q®y * ?&saw ow N0. 4 T Imo n+aa Me O 20 BW WA)AZED STEEL STORM Fina ww N: ,too M�MO w�'2T AAA BETA OF GAW «/Ey{Rr Im[ .ee mMrwON N NRmIrI. •• A40 DT' __ I L E �► O ENs. PROTECTK)N PROD(kTS, !!C. •., Rae AW. e+ aNetT top a NOTION NoLwnas FLU w COMWAM IN ANY SS/Ojy ••'(,1A4 r 10..RPr A NONE Nn)N{e-7sH�s. F.- 00)I0-4Nr 20-178 GMT tour NN e•MAIARa. S12Ac NISI' . ,• hNNlll ph.paW71e IaMeM M, ROLE +. wu TOdLS MT �•IOWN COIF LYAaTY pl ' %• A. 16MA' Jn. pi {Hai N « Y WINIRESSUK W 2/4 1 / 3/4, 4/5. 5/5 « 6/5 A4CHM ORE son" m 1W4%6. 2W/B, 3W/7 R 4W/7 S INSTALIAMN WW POURKD MNroE're comeam KOM at WOOD (t) ^r wX _� sHEETa 9, Lo an) -.. _.__..__-------- _._- r mAx fMMl9 • I W Ct1 Bf�19Mlm a2 LAL=N 1 MH. 11 ISIL AT tDP oe IQ1IWt Do mm nun A. A (g e i e D.M..©, 3�. 01 r-T-1- -T-r r-1--i-r-r-1 -r-rTy ;`'r-r-r--7-r-r-T-T-r-i--r im TBalJES ® OB®♦ IBIlECt IUDMNTED LEACH -me I I I I Ir 1 MAXIMIUM PANEL LENGTH "L+- OR "L-" (ft.) 0 WoMN SAD. gem FOESBM mmo (P,M.) (♦ « -) CONCRETE a wow IMALA=W t 2e0 Ir-o• W-01 ASe W-0• I1-e- Ja0 II'-9• Wow Jad ro•-Io• Io+O• 40.0 WO• -I, 1-,. 410 91-e1 1r-9- Sao r-r• B•-4- A" e•-s e•-o• Sao r-r r-71 Sao SI- r 4• - r-o• Tao _ r�-r r.Eo ra• e•-fo' sae r-Y 11_7' A" r-o• rW Sao 0'-0* r-•2• Me 8'-91 r-o• Idea r-r 6-Hr• meo 9'-r r-P rraP - a-r ItAO Ins r-r MAXIMUM PANEL LENGTH "L+" OR "L-" (fr.) 0 MM ca ABA. PREP MmD RM B WPM WMCOPALATOM9 t Mo t4'-1• iJ-0- JS0 Ir-tY Il-r' JOIO Wf•-r IO-Y J.e 10-101 01-91 4a0 r-0• P•_2- 4ao r-)- 01-Y Sao r-r 65-a• Seto ra• s.-P. Td- WILD)- RIA r-6' t'-i/• 71.0 71-P• 0-r- SOLO r-0• 0•a• 090 7-0• a-�• no a-r 0'-t• aEo r-r s•-rr raao ra• S•-r _ laao r•a• s•-4• as.o - 4•-rN Ifae I'-e' LOHL9THN PANEL(M') WOMAN KFAM ON m ONE SCH DULZ O e 5P$D 4 1m "LP•M WOOD SPED > 170 "A U10nMW M TESINOMMED WMBW AEO R[5MMM .m CR LESS 1. 1' 6' a NISI• 3,W m 90 1• T' 7 1/r 7 1/Y >90 ro 146 1' ,• 7 1/r 7 1/7• ILJ)I-rW(MIi�,;7t 1i11;1�T�iT�:,11):'Wr `T II;•i(�Qi'� to] \�/C7i w` 14�I�iiII®�I��III��III _ jjr _T 3) PANELS (SEE SECTIONS �; T♦D PA1E15 W/ 1 46-2M1 € AS SAE SECTMW M AS • FJL OAE11U1P () D.M.. . 4Q. - - - - - - - - - -- SO ®or® L._1• MAX -4 2/1 1/4, 3/4, 4/S. S s t 6/S 3• m 1W/6. 2W/6. 3W�7 3 4W/7 -.- ---- --- .ANO/IORS (SE SOMMIAL ON SHEETS 9. 10 s11} _.._...- - REGULAR STORM PANEL M ELEVATION r DNN OA1A/P -1 WALE WUO) it SECTION A -A N.T.6, (;O Pnocmxm 10 amm" ww" ►MI6 umm am A POW M A,SA as" LOAD, w' aw& Etwwm IONS LOOM 1+• Few "Mm 00.0 A WWK Sala D[!la LMD, OE106PE MAOMN PM& LOOM 1-- FWM SONmtAE DNA. MANMN ALLOOwE PA16 12101M • f101A,1 V 1W IltwBw Mona ED CARS u m orrom 1+• AO 1.1. M am t o=" onm MR MN. PANG USSR" no P0101111, 04v6VAW001. I T MUNA M Nro W000 AM LISTED TO 196 PAL MAX ASO, MOO PRESSURE MUM I t 44187 'tl0{ , 9 C 24 GAGE MVAMM STEEL STORM PANEL # . aRati • I : 1t TA►EpF * �1 IL 9 C O Ewa. PRIMMON PRODUCTS. oA 'O1c• ••. s ORIDP .••' / !B N001Wi11A It Sam AN r s HA 20-176 S/ 4 y, «1-IM.-Aw, •r. FROM: OaAWR-vw.IWN'D-$- N97 AIHi .«. 1■1 WW.eW RF 1 A AI, TOE INSTALLATION DETAILS FOR REGULAR PANEL Q INTO WOOD STRUCTURES ). - i , TO OLASIL 4 1 ---- cm SCHEDULE ,N1Y•t i m 7-. HDi alb 1 ON SHUT 3) -761-NL•E/%� - T•6)VwM 1/ WWOOD NGW0`r R REQUIRED } SCHEDULE u«e r . n r ai (SHUT 11)) AA tAq. ) - i I 9PA,PER I a 1• I 1 A 1i 1 EO 611I' MAX. LONG ALUWNUM BAVICERS 6 13 1/2- �7 TABLE It W9ET 11.) M uwuTIO14S FOR Am.(s5DOARAEDUIE ' 1 FMIIV LtHanl j PANEL LEM9n+ ! '' y4 /SEEN21,01LE , slaEv[sFm E (SEESC1EDM2 _ _ _ ON SHELF 1 OU E i a 1-. 0(HI SMFEf a) I 1, i FWLE 6 OR PANEL PITS (> SGEDURE m 9,iE'E INANE E _ .._.. ,/sv-fon• I I Heath ol•1 r-r) VmT*4 _ To OAffi. 1 2.04' WOW GLASS SEE SCEDME-, I PLATE RE'OURED E I ! ON SOW3) 1 SCALE ,.. 1 SOB U--_ Il • 14 1/2" D.C. SEE TABLL I ON SHEET 11 MR MAX. PANEL LEWW"S a DESIGN FOR TINE MSTALIA ION. j 1 M 1' FA ALAI. .0 LOADS 1 /LAM 1 _ i .. _. ;.; • 12 I/2. O.0 .- + •, /0 t •- WOOD AiIODlRS III * 6DII: STIAT NCEDULE ON avm M NAY w I t/r LEE On. t I I SHUT 11) ' {{ 1. (1) IIfYYAl011 • NOIa m A o1E 9mIW N1AaN11{ wmt Ifs' *r1� •, L NMI LOW Now IDMI Rla . A IOIIFOION NNOI NN PUTS ,, 1 SRSee HIBWR eNIMMRY NROME9 a aW67 I,). BEEBxRA-E6 L- --"00 ANDRES ,• 1•L owul{N m alAet a61NA1p II $$FOAL• N000 STAWpIm M/ S1W a I i m t/4• M 1 V 1 �.... Y r PIAR RfOLNIED l0 +IKY•I. 1NIw• 11a1 gX/OIOn M pMA�p, MAt FUME a ON ! (SEE lC11DIIIA ON uR ANTpEY�ItlY AE -L �- --- - IMn NME KW Ww1 N[ NA1M® 1AA9MIWt Ai a t/4• oc NGWa1BR omM Is Im LPAI MLOA'w W + SLEET 11) PAIN® NNH �T4: W, I wmm ' (t) wan W -ft --0 W. eR M MR 64 Wt PM& UMN B ON=10 W AD AN NPDNN 1 L W RIMY .A•p WORM L � Rf uma "M mm AMONm a .. �ISA1rM >z .aww WALL Ammmm(� OOWY RM8 N•MUMIOI •pP ar W , t/B• ,19R IPAaH Owwm 1M WALL St to a9OWm a eN0 AM Dw1M8 0100E PIWL sYNL WALE 3/6-1• wa i 9OEM, 10M 1 xr OAKS iBM091 a R OILY AM• M WIO HONED 1. s Al• m SplO60 N am . r_im me 1K RNA OF"" Of 119 /IA1N{W SCALE 3/6-1• W S•W)A1lON W4• ell,1 /OR IUD 61e0{IS NIIBIw 1. ! a 3 /•L WITH t Ila•4a FLOOM BUILDING CODE Non Nl h VewicanyHtuAoehe Zone) TBm PON _m�lE VIOII OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.S.O. NO. 44187 {aa Tt im ON. 14 BADE GALVANIZED 9TEfl STOIIY PANEL N DESPRESSURE RATING (p.9.T) AND PANEL LENGTHS * IGN saw on * :AT TOP A BOTTOM MOUNT NOS CAN RE AS PER SCHEDULES ON SHEET 3 (EXCEPT FLAN Yp7/w COMBINED IN ANT WAY TO SLUR ANY ALTERNATE 2W) J STATE O PRO=WN PRODUCTS, LLC. 1 L C O EN16. 4EM S.N. „ �T WtR INSTALLATION. 9p `1ORIO S. .• �,� An M� ARE, FL A;m 2. FOR MLw WOOD FRAME CONSTRUCTION: WOOD ML'MBEITS TO BE SOUTMERN PINE No 2. W/ SPEWIC S%••'••••• :::I .r. "w «IaE,PNMIrw4e..A.aHMa-en 20-175 0""11e "" 0EN3RY OF ass OR EOUAL. ' TOO OW 9 P is WITM AYl �lpl�ii or fOlfY a W IIYtl ms- (C) 1. SIM PANEL $HIM ON THIS PRODUCT EA1OLUN1ON DOWIENT (PLO.) F" KENYOWED MR COMPLIANCE INACCORDANCE - 1 41 TIPCON ANCHORS, AS ~IOURM 6Y Lt,W. SUR.M. NC ,KIN THE 2020 (7th EDITION) Or THE PLAROA SULD6q CODE THIS STORM PANEL SMALL HOT K INSTALLED 0 MIEN - /14-10 ROOMMATE FEMALE O AND PMAKLAMTE PLUS M400 , AS HANIFAVURm BY ELCO CONSIRLOCION FWOXUC,S, VELOCITY NIAIRGNE 2011E8 (MMM-DICE / �1'NO CAIMOIES). - 1/4-0 VA SCREWS PERNA.S. DESIGN WIND In" SWu Bi OETETRBNEO IW Pa SECTION tl{09 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND - T/16•P . s/6• WOOD RUSS". AS OWMBUTED BY ALL POINT SCREW. BOLT a SPECIALTY oo. SPEED AS RFAIAEG BY THE JURBOCTIOH BRERE STORM PANE► 101 SE INSTALLED. 010 FOR A DNfCtIONATY FACTOR KO-0.0, USING ASCE 7-IS AND SMALL NO EMCEED THE MAXIMUM M.D.) DESIGN PROMME RATINGS INDICATED ON SHEETS c t) MANUAL pE NFINRIOH NM WOOD OF TAPCON ANCHORS SMALL W 1 1/2• AD r FOR ELCO P4411MATE PLUS 3. a TIMM 12 a 17, Ia. ANO HV✓M�FEMLLE D N ORDER TO VENOM THE ADM OOND WON, ULTIMATE DESIGN WINO LOADS VEIVANND PER ASCE 7-16 SMALL BE FIRST REDUCED TO ASV- OCEDN PRESoLW RATANS ITT MULTIPLYING THEM BY O.6 IN ORDER TO COMPARE REaL A E 7W/ AM' (ALS.D:) Ca) MINIMUM 111RUOE,O PENETRATION Of LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'. NO tMNJAOD KNOW PRESSURE own NDICAIED ON SWEATS 3, P "ft 12 a 17. ,6, PENETRATION INTO STUCCO SHALL SE COIEIDOIED AS PAW OF THE W*UWCD THRLAOW PENETRATION, N OTHER 70 VVt1rY THAT ANCHORS ON THIS PLC. AS TOM WERE NOT OVER STRESSED. A 3311 INCREASE N ALLOYNBIA S17aS rOR WINO LOADS WWS = USED IN THIOR ANALMS- VIASTENERS SPACING TO WOOD HAS SUCH DE7[R mm IN C.3) MPNAAA EDGE ONNIANCE OF LAD WAM. 01110 WOOD SHALL BE AS NOICATSD N THIS W WOO /CCOIOWCE WITH H.O.S. 2018, SVIVA PANEL'S ADEQUACY FOR *PACT AO WM RESISTANCE HAS BEEN JOKED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) NreMN PENETRATION OF WOW NAMING SILL BE 5/6'. 1/4. 9-20 5CRW5 USED SHLL a I 1/P LONE MN4MLN THE ADOW MEN/ONED CODE AS PER AIERICAN TEST LAB OF SCUM FLOMOA REPORTS J10014.01-01 AND 021942-09. A6 SMOLAD STUCCO ORS(. AND IMPNMIM FOR WALLS WITH NO STUCCO. PER SM ,2-90 a ASTM E 330-M STANDARDS. AND AMEWAN TERM LAS SOUTH nOMW REPORI r1t23.01-10 AS Pat TAS-201 AND US-203 PROTOCOLS. NO AS PER OALCUU310115 PWORM IN ACCORDANCE W/ SECTION 1604 OF THE 0.9) N CASE THAT PROEM STONE, OR PRlOAST CONCRETE PANELS, SIUM OR WOOD NNW BE ►OUND ON M EWStm FLORIDA SUILORG CODE WALL ANCHORS 41ALL BE LORq DIOUON >b "EACH THE MAN STRUCTURE M" SUCH PANELS. ANON ANDE SHALL BE AS MENTIONED IN C 1). C2) At C,4) 2, ALL ALUMINA WRUSONS 10 S 053-76 ALLOY AND MOM (UNLESS OTN[RWISE NOTED), SEE SHUT 2 (0) ANCHORS SHALL BE N51AUM FOLLawMO ALL OF THE R6WMAD4ATOR AND VCCWrAITONS OF TIE ANCHOR'S MANIFACIURUL 3. ALL ALLMMN FEET METAL USED AT CLOSUA*3 SMALL HAVE 3106-14I4 ALLOY. 6. PANELS MAY AM BE INSTALLED HORIZONTALLY FOLLOWING NSTNUTION DUALS SHOWN ON TRENCH 1 iMROUGH 6 (SHEETS 4 4. AL Sian SHEET METAL PANELS SMALL HAVE STRUCTURAL "M STEEL. AWN A-GW GRADE 00 MORAN, 0-60 GALVANOM Tt'ROOLM 9) EXCEPT THAT MDADCASO 1110 SMALL NOT K USED. STEEL VE9GLCTON W/FY- 922 km (AFTER ROUM)• 6. IT SMALL 9T THE MSPONOBILTY OF THE CONTRACTOR TO LER" THE SOUNDNESS OF THE STRUCtOE WADVE %M M 15 TO BE S. ALL SCREWS TO K STANRESS STEEL 304 Oft 3tS AS, lE OR CORROSION RESISTANT COATED CARSON STEEL AS PER DN ATTACHED OASURE PROPER ANC"ORACE- TANS SHUTTER SMALL ONLY K ATTACHED TO CONCRETE KOC1 ON WOOD FRNIE 5001E W/ 30 k« Y41D STRENGTH AND SO Er TENSILE S1lWVIH AND SHALL COMPLY W/ FLOP" SUL09O CODE SECTION .TO 2411_I M. 10 EACH OEGUAR STOW PANEL WITH LE11417S OVER ILO•. A9 PER SEC"" 1, 2. 4. 5. 6 AND ALTERMIATIKS IN, 3W a 41 ON 34EM 4. 5. 6 At 7 RESPECTNELY; SHALL 1AK A U[CW MO READILY ,SSW MANKIND INSTRUCTING OWNER OR TENANT TO 0. BOLTS TO 9E ASTM A-307 OALVNeZFD STEEL OR AIM 304 SEEM STAMM STEEL. TNWI 36 W WNMUM YIELD STRENGTH SECURE PANELS WITH APRIGN,E REINFORCEMENT DLOM Pumm Or HURRICANE WORKING 7. ANO,OAS 10 WALL SHALL BE AS FOLLOWS' 11. 111E INSTALLATON CONTRACTOR IS TO SEAL/C.AILK ALL SHUTTER COMPONENT EDOFS 111404 REMAIN N CONTINUOUS CONTACT VIM THE BUILDING TO PREVENT WSD/INN emsm. (A) IIMG eQM1Ic C9tlG= ANCHORSPA'' rc-7192 P ••,.) tclVFV SUOLDEX WITH �APPPUUEO'�TO, � N TW115 OPANANO PLANS ANY &ALOIHc AND zaN92i REOULA7HONS IZ y'M•LBY SOCTION - 1/4 6UPCON ANCHORS, AS WAA BY OEWA Lt P THE WHERE POW ,s - t/4Y 4 3/4' SOW -SET AFCHOIS, AS OISTMOM BY AU. PONT SCREIIA. BOLT a SPECIALTY CO. m. ra.30 0 PRO•) IJ. (0) THIS PRDD= EIMUUATION DOCL"WM (►RED.) PIMMED 91 THIS OO9KOR IS DONUOC AND DOGS NOT PRO" WORMATON - 14-10 PATELMIITE F'ESWt 0 a PANELWTE PLUS ANCHORS. AS MANIIFACTURE0 By ELCO CONSTRUCTION NDOLICTS. WHYM rCR A SITE SPECIFIC PROVECT, LA THE SITS CONDITIONS DEVOTE FROM THE ►RED - 1/4.0 ZAIMC NASN ANCHORS• AS MANUFACTURED 61 OCIMLT. INC. (•) CONIRACTOR TO K RESPONSW FOR THE SELECTION. KPIC ASE AND NVALLATON DCUJMK LIFE WM Of MIS PRODUCT Ai WMW EMBEDMENT OF TAPCON ANCHORS ONTO POURED CONCRETE SMALLS , 3/4•. P FOR ELCO PAIELMATE AND SAM ON THIS P.E.O. PRoVWm HE/%* DOES Not WWTE FROM THE CONormoNS DETAILED OM nos Oocturw, CONSTRUCTION SAFETY AT SITE To TALC CONIRA"I RESPONSIBILITYHIOR, , 3/4' FOR ZAAYIC NIMtN ANC (c) THIS PROIXAT OW"ABON DOCUMENT WILL K CONSIDERED W W P MONIED. A2) CALM-N a SOW -SET ANCHOR SHALL BE VWWM 7/6" INTO THE POUND OONCROE, NO EMBEDMENT INTO linW0 SMYL K PERMITTED. Ile 9-20 SCRM USED ANAL 6E 1 1/2• LAND W*" 90" SIVCCO Em, (4) SITE SPECIFIC PROJECTS SMALL K PREPARED BY A rLMOA REgBTEREC ENOMOt OR ARCHITECT WHICH COWL BECOME THE AND I' WOMAN FOR WALLS WITH NO STUCCO, AND MAY BE HMO SCAM OR ALL TH KAMO SCREWS W/O HEAD, ONGIEOt NK FBS'ORD (E.O.R.) PDII THE PROJECT ANO WHO WNU BE R[SPONSW FOR THE BUT WM4 wm NUTS PROPER UK OF TIME P.E.Q bNOMEEHA OF MCORD. ACTNIO AS A OCIDATED Dimm W TO THE RED, ENGINEER. SMALL SUBMIT M Oft LATTER THE SITE SPEOVIC OWNW A FOR REVIEW A3) N CASE THAT PRECAST STONE PRECAST CONCRETE PONES, PAVERS. STUOCo OR WOOD BOARDS S FOUND ON THE OMM WALL OR FLOOR. /NC•Im9 SHALL BE LONG DOUGH TO REACH TIE MAIN STOILICTION BEHIND SUCH PANELS (0) THIS ►,E.O. WILL BEAR I E DATE AO ORIGINAL S k NO 6ANNATURE ON U THE PROFNOW ANCIORAI E SAW. BE AS MENTIONED IN AI) AM IN A2), DONUM OF RECORD THOU PREPARED IT. m 14. SHUTTER MAOFACTUROFS LABEL 94ALL BE LOCATED ON A WADLY VISIBLE LOCATION AT STOUT 1 4' P TA}CON ANCHORS AS AANINACTUMM BY 1. T. 1S. 91,41 C. - / L N PANEL SHUTTER INACCOROM M WITH SECTION 1700.9.2 OF na6OA ROLDNO CODE ONE LABEL $ALL BE P ACrD FOR [VERY OPD014 LABELING TO COMPLY WITH SECTION 1700.9,3 OF THE - 1/r • . 7/a' CALK-N ANCHORS. AS YMIUFKTiNED By DEWMLt. INC. FLORIDA SULD" CDOE - 1/4Y X 3/4' SOUR-SV ANCHORS, AS DSTRISM BY ALL PORT SCAtW. BOLT A SPEMLTY CO - 114-10 NNAUMTi FEMME O APO P'ANUAMIT[ PLUS ANCHOR. AS AEAANAICTURED BY CLOG COHS7N{ILTON R - 1/4. 0 WIMAC NUN ANCOM, AS MANUFACTMED BY OLMALT, HNC 91) MINIMUM EMBEDMENT OF TAPCON W0401 E DO PN4ELMATES AND LA AC MALN AN/CMOR. INTO THE �jCEH• '•!�.� FIORtDA 61HLDINO CODE IN h VelocityNIIMoon• Zone) BLOCK UNIT SMA L a 1 1/4• Mtn 6.2) CALhN a SOLO -HET MCHM WILL SE EMBEDDED T/r R170 THE COMCREIE EACH UST. NO TIq,D44 7 .. �" M.TnW. .c ?r ONCE GALYAN�D 3103 STORM PANEL �'N, STUCCO SHALL BE PERMITTED. 1/4' ►-20 WAM USED SHALL BE 1 1/2' LONG W"M UM V ULD UST. m AND 11 IBNMN rm Polls H No stucco. STATE �••• - .. IL EC O 3ws PROTECTION PRODUCTS. SEC. WX {1 6.3) IN CASE THAT PIEN,9T STONE. m PRECAST CONCRETE LAPELS. STUCCO OR AGOG WORDS SE 'COIL '4f/LAW w W. 4e0e 9e 911111110 NHK FL Arn. OOSTNG WALL ANCHORS SWLL 6E LONE ENOUGH TO WAH THE MAIN STRICM K SEH«O EUGH .SI ••. / � .1.. � .n-1 ♦r1.,w AMR• LWu9FMOOL I► FAIT 0E4)IYA7 2O-t7s AHL/ORAQE s1Au BE N MDIt1oNFD N ESL,) AND IN s1) 'S/OMiII .,.. r.1..Y- o ♦AHaA N. INIIII Pj A„r mT'y, PL COIOIER ANCHONe (sm SCHEDULE ON SHEETS 9 THROUGH 10) r t� i OIL r ( ON s CONCRETE WHOM (SEE SCEDME ON SHEETS a lI1WUIOH 1 .n , f -ea-i-Ed- .,•wk LOCATION AMW POURED CONCRETE ANCNOOPS CONCRM S06K MUMS (SEE SCHEDULE ON MATS 9 THROUGH 10) 8uwj;mu MOWING !DALE 3 , LI • •• • •M Lei :i1 i Welffft`*7. • . '11 E.Ib ' 1 1 1 [ 1 /4t_r,r , ... __ .__. �... ___ 1HALF.-wr . , R6p SCPARATON NEwrp fBw ONW T� 6`S6N�aw T•4') 1• - ,RIM LENGTH (a E ON 5Na'ttT 3) ( I - , 04 SHUT 3) PM41EL IF�MGTH (SSCHEDULE ON SHEET 3) 0MAX..• OLAdii B i �:J ,w• I TfOa i • { ,M' ac ) OF x AM. EX•mw PORIjQ j 1� p II6~ivam'a'i Hn""'e�L`wW" ar CONCRETE BLOW REOW6D. NI/SIY'-ar,• 4 ML W/ an O is w SNEEIs 0 Namm� 10) oM ,• Lw,l. PANEL LENGTH (arail WN31 AL I I ��� WAVOM I•: .An„• 1.M • .1 INSTALLATION DETAILS FOR REGULAR PANEL Q-) INTO WOOD r I ALIOSAR ltD 0 WOOD Dm•Y swum I / /� • - U - SCHEDULE m SCHEDULE ON , i -'� ,• MN. '® MEET 11) 45. star 11) ',i _ 1/2" � l,. u as 4 MR 1 s• --� MAN- WOOD HEADER-.. f REOlwfa ,, , / %t /=f •,.` 1 -.-r.. _ _... 4Yspr1• . i t%4na "Do AAICH)IIS (SSU SCHEDULE / i 1.A 1 MIA,. NIT ON SHUT 3) 4 1 I FW� AWLLAWE6 �W(sC�KW ANCHORS 5- EaAo N� � PANG LENGTH (Sm SCHEDULE ON SHUT 3) or v 0 12 1/2' O.C. { DECK• RE�OIOEED 2• IAn.-- SOME 3/6-1• NOTE FOR COYBWADM OF SFC1WAR--_•- 1. INSTALLATION AM ONLY VAUD FOR MAX. A.S.D. TOP • BOTTOM MOUNTINGS CAN BE DESIGN PREZURE MflNG (0.6.11 AND PANEL LENGTHS COMBINED M ANY WAY TO SUIT ANY AS PER SCHEDULES ON 4�EET +J INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SWENERM FINE No 2, W/ SPECW DENSITY of D 56 OR EOUA. sesomN(m304ML OTo CLASS. 7-•o ft�M FTx•A4• wowPLAT[.RDGRED - v ALTERNATIVE AW ...rWNANNtIANN.._ SCALE 3/0-1- A I uaM ew Tr) d 91EET 3) I I or 1' I MAX. r t'11M alN • { 1/r ac. _ ANOOM E ON SHEET ,1BpHEDU 0 N cu 0 N U N d O 2 cu cn 0 7? 0 0 c- it O is 0 0 LL 0 c0 c cn E An cn O CU ^>- -0 .0 w Q .r. 2 o` 0aCD w w V C•'> LL cn ' Z O y cV L C N 3 cu Cu IL a to c a L) 3 3 ro a.d as a S u W to [A fn C2_ c m � CL cn W _( cu CL U V cu _0 cu Z Z Q J Q. SHEET NO. SH 1,3� ENE CLOSURES DETAILS FOR INtSTALLATiON IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURM. VAUQ EQR REGULAR. I—IFEF 1 OR Pp� VAgF7 .•.�._.. �. I"--2%61Jw elm 1•. r. pY 3,ee 1�„ � 4 & II6aAREn ea6 x AUAVN Y tarn. 1 ri t/2• YAoaW q ,1 ot. .yam,• trot W6. YM• 041M�-1 W� i 1Jwallow w'K1'101i 1.it 0.a"., ' 2 Wl/12' 1 7 ® wwlpRen E ,4 1 / aAP Y . 1• . pe' A TONMO( to L•CTN• 4/ _ .,..� t rwRles Not,Pert L Pis 1' L1i1-SAN4LWIIII'41.aeo• a, 1" ow�t�-.N,N OR'• Yi eOR MR 1 11,n 1OW-To #4uw 2' - 1 . ow A1A. ANa1F •--- -- ---PI Mm. CAP - 1/4'. ROLL' e . A7r `flft-wwa� e ,roc n ,uo. 0/0~ 0.4 CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE R(PLAN) sGmE t/4Lt' semi 1/41-1• SCALE 1/4"-1' sea t/4•.I` t' 1 oryp1 su PAlamm POAwD A :•RIMS q AO OR aa,ICe: `' �11k wnw a pN1AwTE . p6L t.6a PPapi1NWn3 -- 1 }Y� • ` �1P oN POGO , sots OI ol'l, i( 601mI oll s11Q7a 6. BLOCK 7 rAaM r 1a,(am, NNNX "All II V /RW[ Np01111FD K NKClale som, taco 7L OO ON7E 1 DPLAra Woo" an e•w• none r%" t ( VAmta i ; _� .©OR® 4!! NRWtt¢4 r1r'a nNgM A0 TO r rs. 1� \`•— IelaL 0a,01 W/ END POUR) X . R0. OnIAom 1..- r �1 �' �-�•� �� , .:a:.v. _y CASE G (LAN) SCALE 1/4•.I- w e v as EN ••! YAW FM DOW MOW OWMAA1pw ONLY a 'Y LYRIMPANEL 1SAUAON AT WALLS Pollr:-NWO.4167 URACE UNU VAl(M1los "THIN 3• F ; ♦ FLORIDA BURDRIG CODE Man fth VW0110ally NMrNeo60 2" CASE —(PLAN) CASE F (PLAN) =• N°1° "AM Na 24 6RK OALVANIXED STEEL STORM PAKL a r fLOR10�': SCM,E t/4•-,• SCALE ,/4•-1• .e•'•• �`� s/ ao & pwmmm PRooum u c. e IL E C O PNa. MIC «M t.F S Slow /-si•te� w�"..� u - "PING pb)w�-IS Ir+76r 30-175 Pa �A e6Aern - * oI111Nn IA. PJ smT W W n MMIMUM A.S.D. DESIGN PRESSURE RATING (e^r.t.) AND C^ ESPO 0� MA_ximum ANCHOR SPACING S^.NEDULE FOR RE AR axORM PANEL 55 INSTAL! AT10NS INTO WOAD -STRUCTURES (vAUD ONLY FOR PANEL 1Q(NSTAWTIONS AS PER ALTERNATIVES iW THRU 4W. ON SHEETS 6 Ot 7) AUX 0,, OEM►RESSURE RAYw0 M1XNAW ANCHORS VACIND FOR E.D. - AS SHOWN ON WIEEM 6 At 7 APP1roAeIE TO t ANr a, UIM, MAnyyW ►FINE. LE111D•TH try ) TAPCaI 4.O SCREW PAPIEAMTE FEIIA : 6z MNDMATE PTAs WOOD WISHM, 13' Ir Ir }r ,r Iw Nq- 13" Ir tr Ir it tw (exw 6 1/r a IJr 6 Ile a I/r 0 1/2 2w tmr) - a IJ4' Iz 1n• 0 I/•• mn*) 5•-w an 1• ___ r• r 1. - 311 piormm) _ , 13, IS' -45 OR LESS tr ,r t • 1a' +r 1111111701111) (r tr 13' is* 6 , 2 1 13' Ir 13• /r 1• 91 6 1n• r In• 6 1/$' a 1/a' a In` 00►) >r-r 70 _ e 1/,• ,Y 1/1• e , a' OEM.•) 4 1/2* a• 1 1/2" a ,/a• - (PPP) 14'-r a ,/2• 4 tn" 7• r - 30 (e/t1WQ ,0 to a , it, Ir 1' w n••) Ir Ir Is" a 1 r • SEE TA�.E /1 FOR MAX. AS.D. WSW WADS 4:WX PANEL LiN " W" SPACER IS ICED, OL>I�SPONDMU ONLY TO ALTERNATE 2W ON S1`w 6 1/4Y TUN AI1C1nn 0 a a MM. ALA. DESIGN 1' (RIIIINtG MAN" ANDHO S !PACING FOR E.D.. AS SHOWN ON SUM / ! 7 IPPUDWILE W wwam 3 Nn• OF nft 1a71O111 ry) TAPWN LAC SCp.M P� p PIJUS WON BUSIIaNB 13• 13' it or or 9w Ir Ir Ir Ir a, is d1oTm o 6 I/a• 6 11r 6 /n• a 1/2• 4 I/e - - a ICI• 12 I/r a 1/4' -) 6'-w r 71n• 0• r• - (,OPj 0R Lori ,/r a• r r - 3w (eorPeO Ir , • Ir 13• it 13- f,o•l +44 -46 a7S%7a Ir Ir Ir— Ir or ,r Ir is, Ir tr w(7910 Ir Ir Ir- Ir 6 1/0 tw (e0r10M). e 1/2• 6 t/r I I/1• 6 1/21 0 ,n" (LOP) a ,/a• 121/2- s / (e mr• a6•-r 4 1/Y a• 7 1/3` 7 t/2• - MM r a• o- 1/r e• e' • ,r ,r ,r Ie• M SM TABLE 11 FM MAX. A.S.O. DESIGN LOADS t AWL- PANEL. LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON 9W 6 >7 LLA a A.SA DOW LDAD MA1 M PANEL LDIM 40 PSF OR LESS e*-r > 40 PSF TO 50 PSF 6•-2' > 50 PSF TO 60 PSf W-101 A MAX. PANEL LENGTHS ARE. ONLY VAUD FOR NiSTALLATXNIS W/ PANEL MATE MMAIX ID OR PANEL. MATE PINS ANCHORS k W/ fl a 1/2' OX. OR ISM 11 « IS mR A CHM ,YK 6 VACN10 Not t wAATM mm IONIC WAS MP AND" Aq blown AK Sg1rAI= ON INS SML-.. IN LD, LEM Two aaa,m oN LOrOAa /MIIOE' ANL71o11 goem W Mu/el,Pq aaAow2 SNWM oN somMLa W M roviyom flow I" Tea aeaNNN 70 CAC NlDNpM YNCtq DePAwaD Lwm Isk mR avu "Of K LSli 11Nw 1WaW1 EPAOPq "Ulm to fm Now ,YK 6w INS 00"m m Am" 1100111 Air wwx MOWS wow 04 3 a •,W1aNlawM 6.rW OYs = a 3 3 3 3 V2 .MHY W W AtrWL aMe Yr1rR 4aA - 2� 6a, - r 1L,EPOR"�' OONCmm eLOCk %44*0 (aEYo,mtt) --�- !' PANEL LERIGIN 1 1 ON Sim 12) I � I I r � I { � I anagl (VAUD ONLY FOR PANELQ MWALIATIONS AS PER SEMONS 1 THRU S. ON SHEETS 4 t 5) V L A140. P [a91MC 11101"M ANCHORS SINKING MR 111101 LO. POR 501411111111111 MAW � �E WgW 0 La1omms � �AM (IL) IWa. As.a DEISM PrACULILIK RAIM (p W./J VAMN ANCHEIRS SPACING FOR UK EA POt emu" WLCWwy,WW so Poe LO M TAPCON eOUD-SET PANUA#n FINALE 0 PAWzAAMC-NARIN PLUS cwx IN t fw ckmkir niE vmw sous-wt LE tomt-11NUN CRU4A;l t �, m m Nk m ONOMto otrNaaE >F n+w(ro) 44a -M - ,3• I3' ,r ,r ,r ,r ta• ,r +r s • , 6._r. 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To t4'-e tr a Ir or 13" a 1 or e , a t. e / 1r 1 r , >r-r To •-•' Ir r Ir Is- IF 1 IJa lr r 1/a to -In 7 4/2 1r r I (emroM) 1r 7 In• or ,r Ir 10` Ir to* it" r Ir 6 1m I awn w) ta^ s• +a - , t o ,r r ,a• r 7 , n -fa-I e , n , r , , n tmP) ,r r Ir ,r r a 1 • n , r el /r rt ' s , /•' +r 1 I n 2 (mI') rr r /r Ir_ ,r 1 1/2 tr IS I 7 , 1/2-Is' 6 ,• 2 (0011101 ,a• 7 1& ,r Ir Ir ,Ir ,r to, • it' r ,r 1 I/r2 MMTOM) or T Ir ,r ,r Sol ,r 16 1/2 101/2 7 1/2 tr a IJa• 3 tT0% IF 7 , r ,r IF it IQ, Ir to* it. 6• ,r a I/r (top) 12 1/a 12 1 e r/a• a 1/4 12 1/2 6 Ile - - 6 Ile 4 Ile 3 (aOnV4 - - 2 1/1 2 t/4 a t/4 a ,/4 2 I 12 ,/2 - - 6 , P 6 ,/•• s r r r a 1n• 7' ,• ♦ 1n a• a 1/1 r (LOCI) 1 IJr a• a• a• r r e• e 4 I/r 3 1 6 1/2' 3' , ) r 6 1• r 6 I/2• a t/1 ( r r r - r a In• - 7 1 Corr A) IF 7• ,r ,r or a Tn• ,r W , • O 1/2 '7 1/r Is, r 13• e-'/r 1r ,r Is. 10, ,r Ir It• r Ir 1 ,/r e a • r ta• 3 • , r s /r 1 ' a 1 , o , n 7 , A'r u• a /r a (eoTmr) ,r s n' /r s• , r � • o ,3• tr , r r 1 /r t1oNIIM ) 1r r is. Io t 1r r ,r r 7 1/2' 6 I/r tr , 1/2" 1 ,r r it Ir Ir a , is, a l/r s I/r a I/rI Ir 5 112" 1 (top) e 1 {• 41 a' a i/« •,/.• e, •• 11 ,• •(eOTT. aIle IN Ile e, 4. 6I/4' - - 6 Ile 61 •' 1 S¢ SMRT I I Nae A 00" TIRK t 1PMINC FOR SOM AAMN OW WO 11046 rI LMM • W MW NOW WOO M AND MMn WK 11611V t APS OWAMD ON PPE SEMOINL IN LD LOIN TWO RNgRRD DN ecwE u "a AM" S ACWn W UKUOM WPKNO "MI O1 SOMMAL W M MUBMq 00110e. FIX INS OPMANN 10 K POWNNL RN11Lva SP100e pDMM MW M WALL NOT So UM IW M A#i SPACM POIA/i0 M TAAI NOW TYPE ON no SORDIAt.. AlbM SYri ^I/si 1/44 , y 1/a•° 1µp" `I {iF WPaa WRtsnPLINnwt aMSSI aeI PI M61rW Alglgn awpom 6••) a 3 3 3 A .7 a vo ewammoo CAN *HAMS Puts SIWS A 1 I/r r 3 A I/l• 3 3 3,/r J qr 31/3 a IAY AORII 6DE os. ••• - - - - PAD or 140 •' SPACINGS ONLY V" MAX. A.". DESIGN LOADS h wx WHNDfSiD. L g.ft A AG.O. DOW LDM �Imma 40 PSF OR LESS 6'-e > 40 PSF TO 50 PW 61-2` > 50 PSIF TO 60 PSF s•-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR aiSTALLATIONS W/ SOLID TAT ANCHORS at W/ SPACER AT 12 1/2' G.C. ' R-IA/13. R-•2A/i3, R-3A,/14, 4-19/13. R-=/13. R•A/14, r D•M„�, ' R-iAw/15, R-2Awh0. R-3AW/16. R-10w/+S. R-25W/15. R-30W/10. ,• I l{ I �� ! i I a ►1 ��;'d i � I ,V-70141" s.& Bolts *,0 FUSE FOR PANEL VJgiti ; MARL It PAlCL LE,NJRN j ' j 4)'REolAAi1 E PANEL - ''-- -Aos; ----'_- ---1 - _- _ - _f. Md6M No PANELL Woo" VOLT) urENa i_ r-a• • .Boa -o+.o µµ.r. (W/D GNd11Ar FRO PANEL LIMIN e01.1) A UK r-e• Me1. ROMI LENIVEN kT A AT u 11OeN1 N01 I / r PAN?•-; - + --• � k--- j r � r ,-- + -� r- Noi•iS1Es A9-Sit& �- r--_ S .-'___ +---•-) k-_- Y � I Not IS,3FE sARTV k a aonw ooRNERs r' O or S,wG MIT AT " EXTERM _- MNO n!T AT t t j' 1lijt LEP7 PAWL MOHT PANEL r t WSTALLATIOIM ONLY I1VJ0 FOR taINO 11 MN. R-IA/13, R-2A/13, R-SA/14. R-IB/U. R-21/I3. R-34/14, I• wIN.I srElm tM TD t7o InPA. R-IAw/15. R-M/I6. R-30/16. R-18W/15• R-2/W/0. R.aew/16. L-._ _._.,�_-.._�_-.. __.__._----ANCIIDRS (SEE 6ECTmNS t AUI7IWTKS ON SIFETr ,]. i•, /a t16}.-._._.___-_� ._-_---..�..---._..__.__. Ile MAR OAP LIFE SAFETY STORM PANEL CI) ELEVATION (t) Li17• SCALERED" 1/,•-,• 7 �/7}J '- STORM PANEL 0- mpQ! wl-MOLE Mum -STOM PANEL L443/clop u.-ri'�.r�z=rcaaF�s• t==.as_�..._a�,�/ :.:::::.a:�yxar>.:.x- '•',lt;•• ':/f• ,.a,.p ,.sa ./��^,C,q3 In SwwPANEL '11` FLORIDA aoRM nMaa Na EXTERIOR F��i�0R10�d-o-�L�iaa• A—A«a.�,a„gW;LT scuE t/4".t• 'W A.,., tj -,.R 10 PL � aw00dn'% Pt WILDING CODE Norr NL h Valoaft Nurrlaarw Zone 2! OAOE L41YAKM STEEL SiM PANEL y, P. PROifCTIOM PRODUCTS, UC. Rm114In4NM 'L Ra M4)wwwff PiaSECTION 20-175 n6wRq wP oIm u w u 1 7011:11OR 0 r O.C. -I f 1, I r 0 rD.C. r, 1 '� I 1 0 r' O.C. I i In• 1/4' MAIL 11 In IJI• ,'S,` I/2• , a• 2. I !j • I .I a 7 I N , 1 ,. _.,c-r _u_: jI'._._ -1t Wpfi a 1 .Y-Ab,• .�._::._ _ . _ ...LL apLR'L'1� / _.. I.L. r MAIL. PANEL l000114 aaa ! 1 ___.4._._ .-_ ,L. 2 ... p' PAN& FMO N 4L N f ON S,IRT. I v -.._ ��-..-«.. __ 1 0i1MTlC1 N 1, CAN f11EEP 6 ICI) ) 1 ON ow 12) +j O / !-��--- ro SAes. i Lh i m'iaAsa. , _ ._� e• 4 1•..", NOW �RLWI.[O 4Ey I� 1 fy 7A'OON NJosuo j l..I i `�_ - _ 1 ,•f IMCON 2Sd,' a r• oe. Puy 1 41. TAPCIa1 PIA 1/4Y CAC. I.y iY( ,,W - X45! Na a SOLES: 1. INSTALLATION ARE ONLY VALID FOR AS.O, DESIGN PRESSURE RATINGS p,6. AND PANEL LENGTHS AS PER ELEVATION ON ! IL 2. FOR NEW WOW FRAME CONSTRUCTION; WOOD HEMMERS TO K SOUTHEFIN PINE No 2. W/ SPECIFIC DENSITY OF d65 OR EQUAL f'�lrlrl�. (VALID ONLY FOR PANEL (D gWXJATXX15 AS PER SECTIONS I THRU 6. ON SHEETS 4 k 5) WAX , PIMILE MAMM At0mft SPAMO FOR MN EA. PER 9011111101" $Vow a MAet3ew l WO. A.S.O. OEM P MINIM ANCIM 1PACW6 FOR Hal LI) PIER eCl®LAE mom AFKCWZotsm 10 swrall t MAYtAY I'm wom ,71POOw SOLID-,tTm0a ZANAC-NAM OAUI-W ,APOON SOLID-MIn" I'Mzmw-wm C"-M 10 3k 10 comommm S �-06 iae. -7f „• tr 4]• 1r 13• ,r , ,r , ,r 10' I r-r OR LESS .aa. -aa .ruTO-I,Wa 1]• Y 13• , , N• / , tr 6 , , , Ir , in r-r on U25 ,r H• rr or 1r Ir or ,r N' 11• ,s' ,r , UaOI7eMI 13` • in' Ir Ir ,r r Ir /' ,r 7 ,/•:• ,r r , (eD,+aW it I,' Ir 1r Ir Is' Ir or 13" Ir 13' 10' CMP) it r or 0 t it a IN Ia• • , Y 7 In• a , is* 4 , , 1 tTO►) tY ,1• +r Ir Is, Ir it I3' I 1Y ,r IQ, 2 (sumsm) 1r r 1J" tr ,r a 1/1 ,r a /n• 0 , 7 ,/r 13' 6 ,n" a GTIP,Ow) Ir it' or ,r Ir ,r or tr ,a• ,r 13, m• 3 +r r ,r it Ir r , 1r r 1/2• to to 7 ,/1 Ir r tmq 1 1 ,1 1/1 ■ 1 a• 6 i 4• 2 In 11 1 - - e 1/1' S ,/4' S —Me - - 2 1 12 1 6 ,/4. 6 1/e 2 to a f/i' - - 4 1/4' a ,/C) 16oTIOW) r W r r 6 i r r r • I/r (LOP) r S r e 1/r 7' 3 1 r •• ,, Y a ln• 1 1n' • (IaP) r - r - e• - r r r - r - ) e' - 6 ,/r - .-Ir r - r - a 1/r (0071" ,r.- tl' ,Y 1]' 13' 1]` q' ,r.�,r ,1- ,a• ;o� ,r ",r a Jn' s�. 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REOIlOEO SAICAq om m MNo P CI N wV" MIT CAE Loss, ivm MMNIY VACW II=on 1W Col Now TYPE 6Nmomm TY elalia,Rt alm a4e•Mr oVIN-N we" mom WeH16 (h) S S 3 J 2 ,Ar a 1A rPP1 wo ff, , ON Ewotmomma.1 lotoam MCI A a t 3 1 7 S tAY ACReI Ellt 00081 0.M PIS _ ._ _ -,- am _ - ._._ UW - ... _.. /Ae 1,I4 .. 3 - IAD lam •r SPIIC114GS ONLY YAL1D WPIEN SP.CER IS USED. SEE WE li FOR IAA)L AS.D. DESIGN WAX PL MAX PANEL WHEN SPACER IS Um. 7156 L1'a A.U. DOW I= We"N� 40 PW OR LESS 6'-B- > 40 PSF TO 50 PSF 6•-2- > 50 PSF TO 60 PSF 51-10" 4 MAX. PANEL LENGTHS ARE V" FOR INSTAILNION6 WJ SOLIO SET ANCHORS k W/ 0 SPACER AT 12 1/2. O.C. INTO INSTAUMIQN DETAILS POURED CONCRETE .a. FOR UFE SAFETY :L OR CONCRErE B CK STRUCTURES ., f. drr ANCHOR - . /r l� 4/yamumm /ir11191.1111111. r�rV lY , ... ..i"�!.ii./,/v,' �A`/I•i}'/ .lrr/.5 ,�ir (1 i:'?a%.Y.?'9/, %//• O - _._....._._._. i lElroa,l ._.-. .I. _ r Il PANEL 1.ENm .... -.- (SEE E - ,SEE ELLVA12) r I (SET ElkVA1,DF1 ,• rin. - ; ON MEET 11) • � ON StliL1 ,:) m 10 CLA & LAss. i or 3/P T_ 1/4-0 TAVON— ANCHOR 0 r CAC. ANL310R q e• CAC. OF CONCRETE =tE CONCRETE OR ��1MAN'tE eWGKO 0 REGULAR eM INOURw. PANELS . Wsi Op�0-1 NIM SIX I)M rrft a wyAw ran wm � Imm _ Im . NK st4wom Na YAAeK AND MPMUM fm wow NMw SIPa1q 0.a 3 •0wS0,wMr 46.r4t aU ANIAYaY1 ''• 3 ow ARE SOIL DAL " ARE MM I CAN Ttl CAN S01aaIAa KWNE ANO/gR aPrOlq ON 101aL Pat LQ 1 AN ,ww 6q 110111 3 ASf1IL1�r11I[ IRWe,I wr MA NYNI +VLLA W M1 MOTION, FOR TANS aPERerg11 TO /{ POwWIG Post Nc W W Io TON DMNKL amllcm WMCNa oWAPRO tWMD FWW SWILL NOT eE IMP TM, , , •a4 --_-.s if=�,._, MANOR TYPE ON INS eotm,rt ................_.__,�..,_.�.-- I _.-_`-. - u pII,1 Itlee.. i o ry,' WAIL PANEL Ux" a I 1 ti i ,✓1 -)� 4 P 4• "L 11N ws. pig FA e la I 0A. 6a rt SOUP W a 1a 1 0.G IAI to -,_,1/4•• ANCHOR 1 1. O.C. _�/4•0 0/44CHHON q r o,C. 00"ClIm on _.� ILOf7t PEO p -CONCRETE am= its I nw. mum UD. M ma NNNrNx.• •SLAIt 3/6.,• INSTALLATION DETAILS INTO FOR UFE SAFETY PANEL WOOD STRUCTURES (0 _111�100 _1@ONaED '" � 1 , I aY TAPCDN t aY TAPCON , Ile wP ; • �' 1 r r i ' I a e 1 t =1. 4a fT I+ilk• p wgiiP' 1 i aw a I 41. LEWH N 1 i (SEE pAiM110W MEN I 001 ON ELEYAT 2) EEf 12j e MMM. 1 ! 70 aLA1 � i hall. tION _... I I �1 �. F ta Mir at Ilk .1 4 WO { 9 6 2SQp �p PLATE S 1 it . +/r•A PA1e2Mtt Plus ANCHOR 0 It tn• me. I d ii IEf�LI ur 3f ��1? `A�.•...../l / 44157 FLORIDA BUILDING CODE Hen High Valopalty NMr11aWw tons STATE NaDM 1231100..q 24 GAGE GALVANIM STEEL STORM PANEL rs °� 1f 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.s. AND PANEL P•^. t '�' FIOR - -- I�Ne � ��� PROOUCI3. �• ~ a1 LENGTHS AS PER ELEVATION DH 51H T iZ 2. FOR NEW WOOD FRAME CONSTRWON: WOOD SIONAL E� / u .Nw '•°° 6hw�4 20-175 COUAPINE Me 2. W/ SPECIFIC OEz,St1Y OF 0.65 OR SOUTHERN 1NANLNLHL j •.•. � 1>,e Pr • ApNi t•w)tE•-».r, rNc hMNw.pM iF wRwo NP PA. WA/aaA„e1/toE CAN. Ni + ra. it alrEr u a M N cn 0 .6_. U '3 Q 0 0 0 0 N cu 0 _0 M LL pcu to cn c C cu C cu v.— ,>' m Za � W o � Q 4i a h O 4� C t7 rn tV -♦ 1 on a•1 N e 6a- C1 „s p L- Q oV 3=' dl a�N` f1 — +�••• C E c m d � Q � u 3 w c o ao CU CU C, a � O C/) CL 0- U cu _0 m w Z z Z Q a. SHEET N0. SH 1.41 r L.A, r ilk r M AMCHO S _001 SECTION at AT ALTBIWIIVE 0111! ON EWEr 3' Mo. • MON.r ,• wYi .(� ,�I 11' MYI,' .'(vc E wort 2) ..'NS'Wr N3' 9 NOTE �N(1CN E16� 1.1_LLLl.1,.1.111.11L1_L_1_i._111.11_.11J1_I_��1.1_l_.1..1.11.11L��1.1L111�, 1 +I (ENO PANEL) (SMERK)R PANEIj _..r.�..�.�.._T INTERNJR .ro - -•-T','-r-r-'r- (INTERIOR PAK ) - '_'A.--j-.'F-f.'_ or •L• 9(ENO PINED "N SEE NOTES i. 3, { I I f If I I SEf NOTES 2 S4 VAX. 47 Is THTH+0, LENG tn • , �i • Ei ssas� �c _ _ ._ ...� tI ~ !I T ITH 11 [1 TC HT C (r1 I j Tl I! f.I df -1- e JJ_L JJ_LLJJILI I I I*i.1J1LL1 CL1 1111JJ_L1JJ1 LJJ-L1JJ P ..1 3- M. I SM N079 4 - -v y 3" MSc L.- I• I. M, ANCIOCISS '"_-'-"-- (SEE SECTION E7t a ALTERNATIVE 0140 ON SHICI EZt/1B, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM (t) IN. GAP ENGINEERING ENRi1NEER11Nlha EXPREI!®® PRODUCT EVALUATION REPORT Soptember15.2020 Apploallon S 17819.1 - R2 EX Project Number. 2031543 Produd Monubotabn M Amerman BhdNKsand GW" ManubafuarAddress: 1540 Goner Road YWd Palm Boach, PL 334M Product Name a Dosedptlan: 24ga Galvanized 8tad Storm Panels Law Mbgb IV"d Resistant Scope of Evalus0m: This Product EvaBstlsn l4 W is b ft Mured In accordance With Mo roqukemenb of BIe Florida Department of Bwlnoas and Plolealanel Regulation (FbWE flullft CNW49t101,) Rule Chapter BTG20 1.006, F,A,C., Ibr etateride acooplana per Mo01cd 1(d). The product noted above his; hoer NEted ardlor wakwbd as aanRnMtred horefrt to show comgana! WMh Me Florida BOd" Coto Bevemh EdRIEn (202W and b, faF 1M pinpese interMed, at beat pWvabnt te thNK tsglII bF the Cods. Ro•aveluallon of Mb product shall be required follovAng paronant FWMa BLANI10 Code modNcego rs, or RlVlowd. 5ubanhn J79 am. PRODUCT EMLUAIM DOCUMENTS Eat draWing 020 3150 Ideal 124ga GaNanuad Steel SO = Panels (HVHZ 6 Non h6AtZ)", she"14, prepMed by Engineering EKpsa, eipned 6 sasled by Frank Bernardo, P.E. Is an Miegral part of Mls Evoks" n Report. W"m sbgo structural perlwas nce has boon tested In occordsnoe NAM TAB 202 test standards pat test bport(s) SBT.A30•17.001 by BMdwshir Tooting, Inc, Large missile Impact stater" and Cyclic wading psrfoTmance fan lssn bsbd In ecoordanceoft TAB 201 and TAB 203 tent standards per bet report) MBT•A8G-17-001 by BbclaNstat Ta6ng, Inc. 81rueblsl on{pnsareg colon allaq havo been prepared WhkN awitste Me Product based an oortpasBve "or re0onsl anolyab to gway 0a 1MbWIng door oMeAs: 1. Maelnum Allowable Spens 2. Minimum AllaWabia Spats 3. Wilmarn Glass Soperedon 4. Ano var Spsdng 140 SW 1.211 Avawus SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(956) 396-9999 TEAN� ENa1N@ER1 MDERPRl6S, CON EMatREERtNEEKPa9aa.tgM Is LAST PANEL TO 6E INSTALLED AT EACH OPENING SHAI I. ALWAYS 6E PROVIDED W REAR WWOLE TO FAGLJTATE INSTALLATION F WTE'N�D II INST FROM INSIDE OF STRUCTURE. N: (1). wm2ccol E-2 HANG FORM PANEL SYSTEM CON c of %w ANEI + Cont. TRACKS TOP a BOTrom (2). ENO PANELS SMALL ALW,1Ny8 9E CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR ®SMALL 6E PRONGED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 1/4'P-20.3/4- M.S. W/ 7/8"00/32' WING NUT OR 1/4•0.3/4• Mil. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY 8E AT Em4ER OF TWO EXTERIOR MT FLMSCES OF DO PAWL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO 90TTOM TRACK (is. A STOP BAR 15 ONLY USED AT TOP) AT LEAST TWD PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE S() ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK WY OCCUR AT ANY PANEL LACATION. t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 rn,P•h. ENCiINEE RING PW2of2 All American Shuttcm and Glen - 24Ba Galvanized Sted Storm Pands No 33% fncrows In sN oWabfe sum has bean wed to the dospn of Mb product Separallom Rom gfaling is not terpared for Wolelmiom OUk*W Of wind tons 4 and assmtbl (soiNMls, IMPINd RISSISMnee: IaTW Impact Rsalsit nce hes been demonsbabd so Evidenced In prwiou* Noted brepod(s), and Is saoouded for In 0a oNineedng deep of this pro". WNnd toad Res/sbnce This product has boon deelyLed to to" Wind loads no Indicated in the span schodulet,L) on the respoollve Product Evoluallm Document O.e. seglrleerlrlp drawing). Inswisdon TNe product OWN be Installed in Mod Compisrww With fts respective Product EV k"w 0000 M 0,10. nplNts" drowiro. a" with BE components noted V ereln. Product components IEW be of BAs mstadsl speENed In (hit pMduoYe respective Product EvNua9on Document (I.e. oNgin on g drewing). Ummoons & Concodons of the: Ua of Htie product shad be In attlot accordance IWO ra roopecive Product Evaluation Docurnsrd 0.e. englneorkp dnWleg) as noted herein AB supporting host snuckm oW be dalpned to ralst ate superimposed bads End shah be of a mMedal NEW In 1tNs product's rospoefto stldlor schedule, tfost 0t o ure aondidora which we not aeeastled lot in this product's respective anchor stiadub shall be designed for on a sfb•apedlic barb by a agislarod proleadoreal grouter. AN Ogn14 onat l e W" as parmarea y (nHREed shod be protested s(plNt a rmaslon, comemin"On, and of err okictl damoge st aS times, TNs product has been deapned ter we wOk End outside Me High Voloohy H inticarm Zone 0 df% Res;lwfliilly, '� ter wit pRM Let . ,r�rIN,AA,• 4� . Frank Bennar'do, PE ENEwaERWCi 1&ME00 0000465491 Can. Auth. 9SS3 260 SW 12" AvEN'eE SUITE 106, 13e61flELD BEACH, FLORtOA 33442 (954) 354-0660 1 (866) 396-9999 TEANSPEMgiNaERIMdERPRl BS,COM En61NfER1Nai?e►RafS.COM n Y ��I'»1.1 .31 'r11� 7A,LI 0 .i 0 -i4Ai Yi _ rYJ}.'1 v X JINTL71 M;HI,V.tLI "�`�I .• M z�YI e� 'also' n1X�aae s<: '-wmA o-sa:,n : T.uA ! _ � �+•r w' etl1`�r ¢. Ar'+vaa Nw+1 ar >_, : - A,NAFI IIMI fn "IA" 40NunV VYN. '!I#IYl " ''-rev Yi��+Mw ae•vA;•Y A:: EBaI� ucw:' t +K1'tM,XV Sri/:.wNi}-q JAI 1 Y 'N•'i .:,1: �1.1 ,r 'NY`IM miss": :w•:1 elWf(L'Fr•` r y 1 �1! r,. I.IAHJYA I, e 4 p w r� -Y p R it .•T A ," t' s'Cc E 7 T` n f # 'n'F Ca1ry L ryl R tin n # i i ??r� r.•rmlwA �, t4 uyewLe W:r M E Al+ �* F, 8t� n 0 a. rJ a` 1IY•:.-ar�+r� kg w1^vlwcxA?,vrs = �{ ♦� 4 p 1 d.i7" IA 7 la a!� It � iv Irk H', 11 lA'4 fit Y<a,N r7 -r , 444iI. S VCr CCNU+t-tN r ,'• AHv'pA �± i� -r: R 'll 1A'IL11W ti Y_ MMFIUI ., E n _.e ><r llar.l•,139fi 1•a.:cY"o.d�L.;a '�'. -� i I�.ls; z'ii; iS rltiiaMy�; +,Y1:'.w�.aC;x-egj W?C.. a A'i? ti H"NdnkWlul #. Af r� li, rtf4J+Cf RK,9�i Fiu�fr, J) �IYL L': ,T.L�,OL9L9p1M1000. N0UM Rd, .1F�TIat1. A"Wa1.A mAvnw err •w�twsl,.uU, 1AN }n! '9A/i _ '�'�" '. 1f.7:. ►Y r<.-.17 r H�ah uu) r NI2u /N l wl nval owl nveN o - rr iw l nor,: ; rY l• wi,..a .'Ai+A # t. h:'Y„+'1linla'K •> '-•) -.1 AIALCI"I1 ��. IIILF ']ViNIV=Y,p111M.AiY"1W� R "0 - �WALLNauNY 36C,fbN -NRA1 r;A wy h4A-It11'k'JK'S11tF4 A'c"r A'AP.IT MV. 3Aril'M:b'14• ��;7� �^ F Nxi'A, ;9.11►. .•w u. ::- a :,,;:ur_ iii"' 1 sl..; Ill '-^�.Ym41. A.0 YNr..r. `lA`6 NVr,tu +e Aw_.IAu" siWJW V^ • _.%Y/QA.1R? ^p NYtim.. W' fYAW ,irN+.. •tlY^'.'krWltV':At rc' SPA'-' IIPP ��((,,AY7 1 Ili Y Y p tYTNr'C- Or nAAl4 YrW Y rYxn r A•T I n Ilia( .w/,r r VSIr YrY'"r a-Gr �!'QIE,A1n .i'SCTkCI.'iI yL Y 1yYI` AnAItrL yN..Lt r}n MIi,4 r I:4Id1IwAM14t11i '• fi'IAAA ho:MlMl 471 "IAr RA -•"^ C tMM I NN N •.16AY,kN W Iri IIQM $ 'l vlt'AA'ILW'LlBr,l.'S . aTuSl,fl s �oA +Its e .ILLF ;-:AAA( 1:' �:8 �, P1�141 i1 IMlY4, �,+ �., O IIJS nE I •w F re,zd/ai1E 1 f� �� 4 =a' V11i�h NrNL rI" nJ'pai>�ai.'v1 n,%rfN �'rR • 1 "hl-rr� .� ter,."Ivil "s v „c•T wsOrre fF_ +A*1•nln rAA'4x V�t, rw r,.romtr, D, $ 14a'iA::2 GlAT7.'i 4> rr• I:r, =n �.r'ti-sl I f MRhA� .LV- 1,5'�17xl• Wimp r " [E'r AIL a'.'a AIX. Y , r A'irnlil IAI:VJY" '•A)�, NW�,{I p�yA r0.�1]MCAr.y+• nAR,t ,'.!•WIN+ � MN,N]PY ,JtI fJyYy1 . 'r 4Lrl. 1YOf - A•NS.I.� II•L�I �n I11�1tN>N pYA N1 F4r MN �,L 2' .'SLTIne �'M IYM�IYM.I NARIOl /NN•'Y t/1N `e+'.'f/l 1/4Y TAPOON A. at' ZIli-21„N1•��� ____.. a ,• Mtn. HER HIM TEN a W4- FROM ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MCUNT 1.1110 �F6'RE TYPO (BEAN ABWE), NOUNi aOTTOnI ((GCO�UNNT A6•RE4'DT TOPT+pLXNr (OR LrnaK (LOCATION MAY VARY BOTTOM Rauh" REq�D) (SPAN 0E10w A6 (789TRUL'TIONI PA.NEI.S MAY BENCrC1}FD AS RE4'I[nr a PROWI>pIf THAT LbN tOt� No UrAA 1vHD SATISFY AAy}'•2O ST 42 6W WI WABHERip WINGWM FAATE11809 ANCHbR4A0.E 9PAN8 AgCAlEa 8Eld1W(�711UC11DNr WBrUP5gPNCSFMN (!SSe 4P%LtaR)ATESP4N TABLt7 VERTICAL MOUNT ELEVATION (NOTCHED PANEL'S 1 N T,$ 0:,@YATt1N1 1/f"F�O,1• t 'al tlia W rsiproFi+ a TAVGON R� t1'O4 ^�.. flVt` !IE% tNIO T[K rj/1• FROM 1 '�itla wnA1 i POP 1 Arm wx ....._...... ....„._...-�) ►AMEN WHOM � 4•a.-7:8r9• t I i TM`CW ANCHOR O.C. WCOO MAXIMUM ALLOWABLE DESIGN PRESSURES: AS N W IIN r3E m �DyESIGN NOTES:, ECHWULE5 9fOPR'. T'N M,. ON OFTCA�MINPGpD fpp6Oypppqq �'[EEpO� ��pNqp "jWyAP STED.MEM F ANY GENERAL NOTES' ABM UNDIN''rMe M A�IWI WHICH LE ca1116 M,. EaiE004 Be AB WXMUM TIVI ED VO f BCAL C ICNB1l14B f"� PARTY7 M_CG/14T r_••3 . rrr• ,. JOIN A1•AA Y.Iln,-1r'N I��+tl�eEaeaerAlme9it. raY nYa,,wMImNR»•tasARra LABEL - ea 4 V . MINIMUM ALLOWABLE SPAN SCHEDULEjI TOP I&OLINT ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: PAN 346AUCiE Ely MINIMUM ST MNlI' T ROM 6 BEPARA AWLT ff 2T 1 1 1• , L "1 B I t c( H 7a b (HNir, WIND ZGIIF4 a .ASEN1NH. rAO11r IOZ ES) {,a MOUTH 01914ft MVOWASU IN5TAL1ATNINSLEMI INSIAL1ATION1a ITIA10 PRESSURE ABOVE SPA MAN 9a'AeOV PAGE fOMN 61L40L � Bats. ff N - tNMA Mf I f�l , d 1 W - - )1Fr _ IND In f.06M � ib6M / 1 D.M 60BM _ 2.16M ____ 1 1 A/ANi•IIO.A'N Mlllf.a MIMH061 ALlrnYAal aNNa 6ASiID tlN MAY l21Haw111LAewfIO1tw IrANC AKNalre ifba r11AN n"Oi4 ry9rrp In 7IMFAAOYf Wt Mm C ___ •/�0� IAPA,N 6TK in __ a•16M� •%IS 190AIn {1MN 1.i61n G 00 INIM Ai MAJIM,P WR,A PANe4 AAN91n tl WI,ArfP 11MN TNAf MPTaI WP IIIrACrIN IIOYr/lilla CaNMranal A•PAt, IIMTNI 6iA MOUNTING _. _.. _,.._... _...... . „6 tpw� .Mar u$P R_iaildtlVlAMOt mPa4arNnwi0X6 AlWrAn) r96 AMTIO� 0.�iMYAR S�4 t Q r _ f 1066. _Doc! .•.._._,__ 23sin - - ••W M 4 ! 1.iM y{09 - 2 rWAt 6eori, WlAYi rANfl tA611 Nw1eS"I JIM(.1 oN Wawan BmrN ern 1-346• Is, Martn" P 11.7' AM 6.L7. O.0 z - .Sits -..-. L/47i Sa.aM al M �111n .u, _ •!•'T4 36AI In 6,uM _ ln- NAr f , USAW AA VM 1 9r idA CIA'NUk6 Rk ,. a4NMS nW R tea O,M i TM $AalalA"A MNiRON l aP9/IN➢tree gTAll'k'I,uMNe rrlY Ha1W11MifRNAIIAAW fAIdwN IrlSMiiAMAYe1M4 Q w �1 � q iI • •71 3 AN R1EN Let in Let � 2! �a SPAN SCHEDULE NOTES: 1, MqM SPAN 9GNBDUUS Writ NEGATIVE r�1"IT& ro OMON LOAD B 100ft FMOM SPACMO TO 17VMMINE MAIM IUM ALLWNABIi STORM PANEL LS ACCEPTABLE FOR IlliE WITH SPAN. 9CIIM1A,8 Car LORDS lids THAN OR L TO POSttIV! EQUAL AW19am PAWL NZ "PAN , A451JJ LOADS. 2, "PANEL FAS'rENlRB" MR BrWS USED IN CY}N)IINtTION WITH ALL t4OUNTING EXTRUSIONS 1. 1,4. 410rYPAtN •OAa DP MINT RGIYkMTMIIU N•MA NOAf W/n4/MYa• WAINtl60P WINONUr' rr-TRACK, STUDDED ANGLE, ETC',). USE 6.29" ate N/api rAC• p �• ' O,C, PANG FASTENER SPACING TABLE VAIANM FOR ALL -W- AND -U"•HEADERS (1NCLUDINO BUILD OUT [ONOMONS). rP 3. UNFAR INTSIPOLATIOl1 aETwEEII LOADS (5 AccanffilE, rma6tWlse mSSE NEXT rrsGlllst LOAF. ■ +ro N1• MACIaMe 9CAYY! iWrua w3 W•A63iy•pP'Na1L 1 Islip) � ia�� GLASS SEPARATION NOTES: ° w ;iMU110N10NrMCAM #` DESLGN TO tO DlTERMINE I ENITBA SPAN SGIAEDAR ION pO PROMPROTatiaD MINIMUM A 9lWAMTION THE MENtNG sum HOW ICoft TYN As OBE ED FOR USE WITH PC, LOADS DAIRY, ROUE I K USE 2. SCe1EDULa g03A1 4i, SEWsmaar101 a e!T'VNEErI LOADS 18 ACCEI/AalE,.07FiBAW15E USE N[9T MNLHEA- IttYAI YVM As B IVION , OTH rnweo t e LOAD. WAD, Ma'dl u 3, I THE H OUTSIDE OR AL A IN 3, MIL '11TON WINO 21M18OI 3, THE IN ASrA WROOUT9ILIE TH PACIIITIEE IN M SiROM i. WY31NM►AT NO MINIMUM AT TH 'etOlEDl11,E L5 NOT REgU(rl® MO NO M1mMUM SaPARATION PROM 1n/E NOT NIACTW a" ,THONG Ln1NAe,e :FMxN6dF Nwl n16 20-31- OHO t5 R !D. SWUM T"LIT, 0 MIN N fir. # Cl rAMi x4rtxrrr,d LRAtA$ NANfA) M A L AL INTERIOR FASTENING N.T.S. DETAIL tfITER10R FASTENING 1:1St7" t7,094• 8N) i7S0^ ^:"'•'ry'.t'i Aip Nluu% x.2sQ�, 0, f3D p - 0,094„ 13 I bGA 4 aoE4 ; y war_- ` L89q" '1L3 xA1o' .QIO" ..Oaa J_ A__...� ,SPs4.i r�war_-�°��Y 290°-'l�'2�o0ya�• � 1,eIX1' � v➢ �� �AII" 1i180�' ,fA M' MAAO[A i.,.V MCMeY T�."U" h 1�,1(" (.'J`�' ��� 1�S�(a •-• X,�n" �. �� 1.6Lmswo"�1.5 524 3 jidG!' 31,T�g• 0.976" o,s13g" p, y i7.sar'PMjft COVePAG D,Li9» �tA679"' D,1910" Oa"b.4`' o! :l',r9P' a 4n C350�� kcs, pyv VVICTION 2gp�' I I aOSq" O•09D" 1. i D. r wit 0.115' 12L 1 0, E' .Ito' it0.L3S' .SUS' t/1 j .�aaO-WT Y SOAPY •.,,:+a" mcTMnsk ,s.,.p Ay�p1�� C,99O• 0.L9P" I 1 f"•�9S + aka` 6 EYd I.1WN•iHW �' w ®"r7.rNAN• ,r',lµ'"•.:,' '" �-f. r bA- �" ;P a a mkQP1dY ",q� v u•A3Y.A',> ycir; 3.Oeo" 0•.f1W2�■ 1( Twrur�n:n �,+r+.,AYat._11rAEY-taxaN6rn1 � yapr J: "1 tlfw,,ptiVyLL � a� t^"wlnrMal3->•ISLMIALI ce SAeO' 11'sl N117W L'X, Ir1Y1111 •... 4" ANK, OVERUP ._ �,25" MAN'. b :YA Y SPY, MAX. rn,Aw , -'YrH3 Y-AwYYr .m/irrAu yl, lU LD•OUT F .Yrr47r•rMlrnr nr tr LLI r „M•rl •A•Y •'UT•Itr1' P 'in:YR 11k WYl " •1"A �y tzl>xtXr nrrr r 1,p6d' ATA' - NW SiAm. N^Iu_6nYW:1eM+r n.: .4e�. +,WA•/NI coed+VA SIV G.;:IM-i YaMI Y.., 1ANA. 14 a11w {.41Y r1 1W ry✓J9 [NYN �' � �� 1 NAI NI ii,li' b.I bR11:.i 'JSMIRIY'-3:R114r1'+1a0 Pt YIR'J2r�M,Y �. LDeff vl N*,n ,.'^ 3,@7,6" 1aAf+7r Ydn"•Mrat •"', � . �rp1Al ual llwaR4 " iL' aAila K.. ;+•. a - A MAY" .25• MAX. /�L IN1111M/111-Malts f:lAPiI,MN IIIIMr. P tnYGar�m�a� • ,.,. " HTJ, 1.507 Ir's LI1+r VU%'�AMU NIN 0��� =7:Y Ajai tlL S'nSDP' lilt' JSr N rr CG k,'11_ " 8 n•h-MA-r[a / SitsX I WN ♦a`U.�WIwa �le ". f'W'illa•1{Ml� '� �`i.W1'U,I�IC-k-"ma•N-ek aV+ rA ART a.nww 'yy��11 '.A.rA1: OOWF0. r1AlL40ATNl. 8, ('A"NYvi MSIM': ""y°xa v-r•R+la r-'+A PHPAWNt CVYalPEOHAa FdI1M1Ak�frM1 �.. ..V AAYY11 NTS ANCHOR SPACING SCHEDULE: 24 GAUGE RST'ELS; PANEL FAS,ENERS r ULS' O.O: 8P,O1 1 ypE xMctm - g Q In 11 ve 44; 1,y L Y _ 'LMr td { tL ^� "' ■ I w LEY N3 '< t? SOON i� ANCHOR NOTES: _ h YU � 4Or f } ii t F121P,T0PLYWtODD 72, CNORS ! �O.A' P OUCT CBt,PRD'.HLHIEAN Our L�,+RWro TS'1 k' -A T Tl k AN � W+L2;•S LL Ro � 8 ONLT a MA`AiFWMALWW)LlLEANCM'ORBM.CINC, MAXIMU A1LOWA61E6pAN5AN0PRlafiDRAtNDKATED 1N6PJi S01tDULESPALLAPPLY, 7 LWTERANL7HDRUNIMIA RASEb ONPANEL FM?tWRSPACING. TTHHJEAaxwmG STRUCTURE SEIECTSPANGRBATER TNRN ORt':pUAL TOO.6MM(1•LR E9�bEL16N UNCDONM`BHUTTPO0 C N ON TYPE BASED ON APSRs2r rN MOUNRNG r20ADt'1(CN (itIEE MOWNTtFK DerNl'EON pF( E NT)FICATICN - tl)N SHE6f 2 PDR:IDF OF ODNiTYPEt j 9."PANELFASTI9{ERBP ARE SR)6S 11SlO SN L19WUNCr1oNWITN ALL. ME11JN1TNGEIIRUSIOPE ("R'-TRACK, iTU(n28D ANGLE, ErC) wE BxE" 31.[ PANEL•PASRiLNERSP4QrlG TABLE VALU6k N'OR AIl"N'•ANIS'U,""1iEpDEHS (4NaUb}NQ BUTLDOUT' r tl. ANCMC/R$S11AT+L BE )NSTALLFG'SN RCCbROAMCi td H uFACTIIRERS' aEGOMNBNDAitON6 S, NOLL(YH q STTM/CTURC SHALL TO AI7M ('aO )nOCA4 6, N60NUM'�.6HAU. 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