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Home My WebLink About36458 Garden Wall WayIRS r INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN EXTERIOR ELEVATIONS 2.1 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN ------ --- ------ 6.2 ---- ---- SECOND ROOF FRAMING PLAN LINTEL PLAN AND DETAILS 7 SN STRUCTURAL NOTES ABBREVIATIONS ___ DETA - I - LS DETAILS ------ S I , 1 __ S3 AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or FIr. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR SYS or FIr Sys Floor System FOM or F.O.M. Face Of Masonry RAID or Red. RAG or Rag. Radius Return Air Grill S5 --- — ---- DETAILS AF F or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed S6 DETAILS AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator ST STAIR DETAILS BC BF Base Cabinet Bifold Door FT or Ft. Foot/ Feet FTG or Ftg. Footing REINF REQD or Recd. Reinforcing Required SS RETROFIT DETAILS D 1 BK SH or Bk Sh BookShelf FXD GIL Fixed Glass RM or Rm. Room SECTIONS & DETAILS BLK or BLK. BLW or BLW. Block Below GALV or GaIv, Galvanized GC or G.C. General Contractor RND or Rnd. RO or R.O. Round Rough Opening D2 SECTIONS & DETAILS BM or Bm. Beam GF1 or G.F. I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf WIP WATERPROOFING DETAILS BOT or Bot. BP or B.P. Bottom Bypass (door) GT or G.T. Girder Truss GYP BID or Gyp. Bd. Gypsum Board SD or SO. SGID Smoke Detector Sliding Glass Door PA1.0 --------- PRODUCT APPROVAL NUMBERS BRG or BRIG. Bearing HB Hose Bibb SH or Sh. Shelves PA1.1 PRODUCT APPROVAL NUMBERS C CAB Carpet Cabinet HDR or Hdr. Header HGT or Hgt. Height SHT SHWR or. Shwr. Sheet Shower PRODUCT APPROVAL NUMBERS PA1.2 CiR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights PRODUCT APPROVAL NUMBERS PA1.3 CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications SH1.0 CLG or CIg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir HURRICANE SHUTTER PRODUCT APPROVAL Cmu Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COIL or Col. Column INT or Int. Interior STO Storage SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. COMP or Comp. Community Compressor KIWALL or K/Wall Kneewall KS or K.S. Knee Space SW or S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine SH - 1 3 — ------ HURRICANE SHUTTER - PRODUCT APPROVAL CONNorCONN. Connection LAUN or Laun. Laundry TB Towel Bar SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. CT or C.T. Continuous Ceramic Tile LAV or Lay. Lavatory LF or L.F. Linear Ft. TEMP or Temp. TH IKN or Thik'n. Tempered Thicken — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- --- - SH1.5 ..... .. ----- --- HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry — ----- DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS VVDW or Trans, Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. DIST or Dist. DMF Disposal Distance Decorative Masonry Finish MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam UC or u.c. UCL UNO or U.N.O. Under Counter Under Cabinet Lighting Unless Noted Otherwise 0 171 -------- - -- ---- IDS or D.S. DTL Drawer Stack Detail MONO or Mono Monolithic MWor MICRO or Micro.. Microwave V or v. VB Valve (shower or tub/shower) Vanity Base U/ U DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical[_1 I DI or DV, P. DiverterValve (plumbing) OE or O.E. Owner's Entry VIL or V. L. Versalam E] 11 E] Ll ME AN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. ELEC or Elec. Each Electrical OPT or Opt. Optional PC Pull Chain Worw W1 or w/ Washer With L] L] L��] E-1 L��] L-1 L__] L::] MEAN ROOF 30 FT. HIGH TYPICAL ELEV or Elev. EQ EWorE.W. Elevation Equal Each Way PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) WA or W.A. WC or W/C or W.C. WID or Wd Wedge Anchor Water Closet (toilet) Wood E LIE�ILILI LID Ll FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID EXP or Exp. EXT or Ext. FBC Expansion Exterior Florida Building Code PL or P.L. Parallam PLF Pounds per linear foot PLNT SHUF or PIt. Sh. Plant Shelf WDW HDR or WDW. HDR. WH or W. H. WIC or W.I. C. Window Header Water Heater Walk-in Closet FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or PIt. Ht. Plate Height WIM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN FIN FLR or FF or Fin, FIr, Finished Finished Floor PIT or P.T. Pressure Treated PW or P.W. Pre -wire WS WWF Water Softener Welded Wire Fabric (Mesh) OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION 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 04/25/12 1.0 NEW BASE PLAN Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 06/25/12 2.0 GRADE BEAM FOUNDATION 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 08/11/15 3.0 2015 NEW CODE UPDATE 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 FBC 2017 CODE UPDATES & MODEL 03/06/18 4.0 Office at (407) 880-2333 immediately. No backcharges will be UPDATES 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. REVISED SGDLANAI & WINDOWS , 06/01/18 4.1 AT REAR 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 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 12/19/20 5.0 FBC 2020 CODE UPDATE any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and 1763 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%S CIQ C= C%J cat O C3 C`4 2 W 01 fj W DEC 2 0 2022 40 4 _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. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W E m 01 N U 2 00 0 00 Z3 Y) i N CD Q _J Lu IL —cu 0 c? W M Lu Z �� 0 ICY) Z CN < 0 0 0 < Z U U) W DO �-S < W U 0 0 4-J c,:, 0 LLJ Ufa I- U) E sip LU 0 Co ®® ti C:::, Z C0 C13 0 Z < E00 __J U_ E 0 E �Z Z@ E 0 < ZO C:> wiz wz ra C/) Z . 0 0 Z W C/) N3: 02 Z 0 W U o �Z zF C:) '11, 5 00 3: 0 L0 rn E2 M 0 ca C:) ca C) U) 0 0 Fn Ii C: LO +1 (3) -2 0 CY) cc N C) 0-) 00 0 U) U') E C: 00 Z C13 Z :3 E T_ W M IL E 0 M 0 _J JOB NO 22-09402 SCALE : AS NOTED SHEET NO. CS 77 _77 7 T: ----7 vl� 0 80 0 00 O rK: O. BATH BATHROOM 2 c cc 111 TEMP � OBSC ,1 11?; 0 O. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE _T SHWR. SHWR. RODS VARIES 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR CURTAIN HEAD ROD z ng o a TOWEL BAR IN TUB OR SHWR. -� w ON BATHROOM WALLMEDICNE C� o ~ x CAB NIET °p I L VALVES _ TOILET n SOAP o PAPER O CJ i HOLDER I?DISH 0:I o o v O _z0 2 a LL o 11 3�1 FIN. FLR. BATHROOMS SHOWERS AND TUBS SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. l KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN --,�� CABINETS 12" FOR PANTY R OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS o COUNTERTOP E 30' H BA b O 4 CABINETS p o LL N r n a 1' 2 " O o 2x a T F ? FRAMING.bN o b h Co O 1/2" GYP iv M N r iv _ I? BOARD FIN. FLR, FIN. FLR.JA x P.T. SHELVING ISLAND COUNTER CABINET BLOCKING 25'-0" 13 4' 10'-01, 1'-4" 1, 74" 1'-4"X1'-4" "L' SHAPE CMU COLUMN 0 5'-01, 10'-4" CO co AC PAD J OTYP. @ 2-STORY S( 35 SH ALT T I I AC PAD DINING = ©U) 8'-8" FLAT CLG. T u7 CARPET N J - S6 TYP. @ 10 2-STORY GREAT RM 8'-8" FLAT CLG. CARPET v co m 01 4'4' A O 1/2 WALL N OR RAILING PER SPECS FLOOR G.T. M - TO_ABV. - i (3) 24'#2� Sf STU�� ,�I-TL IT _ 1�-Ta 7 0A 12"x12" CMU w/ (4) #5 VERTICAL ENTRY 8'-8" FLAT CLG AFF r 8'_4ee (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT BASS E ® „LANAI ------ 8-8 FLAT CLG. A.F.F. 9'-8" I I I I I I O6068 SGD ! I HB I I u- W 5'-4" J-JI iLG i FLOOR G.T. �SHEAR WALL -- EDGE OF SLAB 2" BEYOND WALL W.H. 7-3" 4'-5" 6' 4" Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION C WHEN REQUIRED PER FBC__ S3 H1 W/ USP LSTA 8 STRAPS V (CENTERED) EACH SIDE PLUMBING LINE TO SECOND FLOOR D S3 W OF WALL TO FLOOR J o TRUSS ABOVE @ 16" O.C. S6 LJLI 2 m ` GARAGE TYP. @ O� 8'-8" FLAT CLG. A.F.F.CID - 2-STOR � J CD - pQUJ Z�� -- --------------------- - A I I S3 I ---- TYP. @ I I FLOOR G.T. I SINGLE - - - - - - It STORY j 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE I - - INTERGRATED INTO K _ HB WALL W/ (2) #5 TYP. @ S4 I VERTICAL GARAGE o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ 1 ... --------------------- 16 70 OVERHEAD DOOR O II I -I cl nu I ie All 09 M N OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 25 2 S.H. 13 20X38g 182X374 S.H. 14 20 X 50 $ 18 2 15 20X63 18JX62 S.H. 16 20X72 182X712 S.H. 11-12 271/4X26 26X252 S.H. 1H3 271/4X388 26x373 S.H. 1 H4 27 a X 50 $ 26 x 50 S. H. 1115 271X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 361 X 25 112 S. H. 23 37 a X 38 s 36 2 X 37 3/4 S. H. 24 37 a X 50 a 36 2 X 50 S.H. 25 37 a X 63 36 2 X 62 1 /2 S.H. 26 37 d X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 $ 52 2 X 37 3 S.H. 34 54 X 50 $ 52 2 X 50 S.H. 35 54 X 63 52'X 62 2 S. H. 36 54 X 72 52 2 X 71 1 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 H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4' X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - B SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S. F. SECOND LIVING 1036 S. F. TOTAL LIVING 1764 S. F. LANAI 60 S. F. GARAGE 379 S. F. ENTRY 62 S. F. TOTAL SQ. FT. 2265 S. F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 JR-11/R-13 KRAFT FACED (GARAGE / LIVING) c� Cti d � ua o � o M C >'- .Cy OG1 X d y E L c y U Q � 3 R c E � o ci u e Ii le 4, .. r? F °'v\��`��\ F a 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 Engineers signature and seal. M W a E o8 o c) v Q N 0 N 0,N co j Lo a) n H J) Q C J Z LL w t3 J LLLL 5 a w Z _ m c n ca o O W Y° W w f6N� 0 m rn T. LLW _ coJ N z Q �n N O U U O Z W ❑ ❑ V M � Z N M 0 0 Z ¢¢N Z o Q J d N L-J Z v (1) U o M W = U 0 V) uJ �o � w uOs U J U o N U) DJ 0 N m ®f® � m r- co co IL z C13 J . g a � ,,i E 0 oo an zQ EWz 1 (6 F- - E O N Mo o U as o ¢o UO 0U o¢ a Z t wo �z �o mo U) � O < 0 O K Y Z J rn ¢ a ¢ Z z O = 3 O 2 2 �w 0 � oZ Z� =3 7 �o CD O v a= Ali O 3 s O = > Lo O 2 CU i (D07 T O Y O r cc3:( / CD-0 0 N r dam- T E 00 o z to z = E E N N ns C d U Q J JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. .tt ' _ ..4 , '� 9 1 T r ma' }s � b i ,i { CONT. HANDRAIL-/' RETURN TO_ A WALL DETAIL- i SCALE STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7- " 9/16 10 TREADS w/ 3/4"NOSING 0 42" KNEE WALL WITH - 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. , 16 M7 , , r 36" H. CONT. ,' 15 r GRASPABLE _ 14 RAILING I ,' 13 C'7 , 12 I ' I 1 0" 11 I , 42" KNEE = i 10 _ WALL WITH 00T 1 9 1 x TREAD C) 1 x8 CAP & (.0 (TYP.) C)CASING I a STORAGE , 7 UNDER 00 ' STAIRS A-= ' i 6 1x8 CAP & i �,' 5 2x FRAMED CASING A 4 WALL i 1x RISERS 3 (TYP.) , , 2 (3) 2x12 2x FRAMED 1 STRINGERS WALL 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 1611o.c. AND 3" FROM EA. END. TYP. STAIR SECTION_ SCALE: 1/2" = V-0" SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS - CONNECT TC 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 H1 2x4 #2 SPF STUDS @ 16" 9D2' J O.C. TYP. @ 2nd FLOOR B S6 TYP. 3/4" PLYWOOD EXTERIOR WALLS 25 SH U.N.O. DECKING *EGRESS FLOOR SYSTEM 0 Cn 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 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 /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- I.I 1 � CARPET L .• 1 �•.I °III � \� �■tom■��1�31�� 10 OWNER'S SUITE 8'-0" FLAT CLG. CARPET f" G.T. 15'-8" BEDROOM 4 8'-0" FLAT CLG. CARPET v 0 1/2 WALL OR RAILING PER SPECS 2668 2668 BF - TECH CENTER 5'-11 " 4111, rrp irl 5068 BF 5 16 LA U N W. 0 8'-0" FLAT CL G. TILE T-10" 3'-11" D. I 4 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H 6 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 1 TYP. @ D2 CORNERS = D2 H1 O ILIUM SIM. W/ (1) MSTAM36 STRAPS @ BASECy., TUB/ SHWR TILE TO 7' A.F.F. `" 6 H 1 D2 O - HANSON BOX @ 36" A.F.F. J J cX fV -DRYER VENT THRU SIDE WALL -WIRE SHELF r @ +54" A.F.F. J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE N ,It 0 In OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 FO +26.6 / -33.5 GG SEE SN SHEET HH SEE SN SHEET 140 MPH Aiiiiw 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 182X252 S.H. 13 20X38$ 182X374 S.H. 14 20X50e 182X50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 a 26 x 37 4 S.H. 1 H4 27 a X 50 e 26 x 50 S. H. 1 H5 27 n X 63 26 X 62 1/2 S. H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 a 36 2 X 37 3/4 S.H. 24 37 4 X 50 $ 36 Z X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S. H. 26 37 4 X 72 36 2 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 2 X 25 2 S. H. 33 54 X 38 3 52 2 X 37 4 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 ' S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish :surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically ,above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4 R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. 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 LEG EN D MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B SCALE: %4'=1'-0" N N ` ® N o •- a- :I--LU W 04 C3 s d r: , C-3 C 14 - -o Co ® x I N = L C Vf 'C7 CV t N O <9 � Q CV � 3 a: ao � 3 � •� U d e �C3 _ J O ry'F T � ,,�`,✓ cam` � '�°" � \s r,. t 0 F E. S N�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a v E CDM G 0 N o CD w 00 N N W W fn 1� 7 Lb N Q My �LL cu J C J LLLli J LL a CLLW _ w - o a Y Z m c � � o Z2 O 3 Co N J W Z ��rn m w N O Q ;n N O U U oO Z W El 1:1 o g z N � Q Q13Q N N M z Q.i U a-1 N a O w o c U � U W aim J E I 8 f.. v o Q 0 448- CD o o rr w h o z Q g J E Q o zo oo r w= >N Qo ?o E x� 00 0 - E o o f° Q¢ z ¢o OQ 2z �j a� a= U:) mC)Z� o , U Z H N J 0 m �� > Z <uw n C F zz go N op U ¢o w =� o a� 0 � zl¢ 3 C C:)o > Lo Om ns 0 CI M T O (n m2 N Ln �i O -p C7 N 00 o L 0 T Q L0 O T- w M o Z ccoo z E T- N ro @ a E O U a Q 0 C a) JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. 1.2 12 4.01 17 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS --� 12 5.0 --------------------�� FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ----.-----1------ N-------..�----_ HEEL H T.O.P. — 2ND FIN nib ---- HDR. ---- — —————— — — — — —— n TEXTURED SCORED �❑ �❑ T i ©� ® �1 I CEMENTITIOUS STUCCO TYP. v FINISH ON F_11�11LEl�� CMU(TYP) N r CD v (V _ — ��--- -- —_ FIN FLR FRONT ELEVATION - B 9'-0" RIDGE VENT CJ 25-SH -------------- ------- --CJ/WEEP — 12 15.0 CJ FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 14.0 --------------------------- I — Tr AA --------------------------- - - - - - - - - - - - - - _---r ------- T -------- 11------ T o? F_ �r -------- -- — F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1/4" = 1'-0" T DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7116" 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 } co+ cv 0 c� C 4,yN:dC W 10 y � .�'Oild N =- R6I � IF .. ti'�y`�eCt, \NlN v' �?>' 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) W a E 0 Q co 8 o (� c m ono A �p r- N c0 � C9 v) No o NM Q 2 J u- W v a o a Y 0 — Z �S o N Y _ W co�°r'o' mp w W O U N Z Q IL IS N O U U W ❑ ❑ N M o 2 Q O� QQN Q � M LL Cn 0, U O „ o V) N �V) usa CJ J E f0 O mi �i' •• U U o OJ Y N rn o Cfl W ch m �, � o z Q Q E ECU Wo z Q� Z© as F-- ro xo Q 00 0 U O E O � a o w❑ Q U 4 ii z �w Y � LY O U �m m 0 o Z oAOF N '� aw QW gz to S< z 30 own LU p <� a �w O W F W o NJCO I d F a¢TS 2 O 0 i > Li) Crn co c� CID co T p 1-. �. Y O (f) m � CN L0 u, C 70 CO co O 0-) (� 00 O I.{) M M r � iri 00 o Z Z E r EC: co 0- v U � Q 0 _J JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. 2.1 ®a m ZZ TOi\A — EXTERIOR PLASTER ON FRAME 12 14.0 --— — — — — — - TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 4.0[— OFF RIDGE 12 _ 15.0 35-SH FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS -LA .......................... 1---F 60685CD REAR ELEVATION - B CJ SCALE: 1/4" = V-0" 9'-0" RIDGE VENT CJ 12 — 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 000 — -------ICJ -------------------------------- CJ/WEEP----------------------------------------- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & 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 cv N 00 = c14 c� CD s M X (9 b a- N O CO r 61 6f > E C d 10 d a _ E o O- v O 0`0 W N CC�'• d' U �O o •��•' '9F1` V✓//OF E S S\O ��l'flrl�i91i11ti\ 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 Engineers signature and seal. U, W F� APAQ o E o co 3 0 0 N N W N 0? ti In C/) M Q t7 MV 2'�LL Co S J C J 52 W W W m c v o �CUo13 �o W 9 N o� °'. W Z NLW ILW Ch °' m w - coLO Z Q J J ;n Z OU L) o ❑ Z N M O O O Z � N z o � J — a ,T, U N Q) Cn o Q LU U 0 L/711 \/N LU o c w rJ Nis F_ _ p i ii' w N II U o °n c m 0 ¢ �® o CD CD M Cl)O z z 5 z a g U_ E E C 0 s� z0 as co t� —o X O O 'zU<O QE ro L ¢ z Co� aWN m Z 10 OZ ZY Q) J N m 0� Q W ZO f U) o¢ go a w� �W w 'O o co v 0< a� .o cC:) > ^ ' �.► / N I..L O 0 m ca m 0 (� co r 0 _ 0 : L / CM N O 00 N � r Q r � o j M r 00 o Z f6 Z E T- m y `m a- E U � Q p c � JOB NO: 22-09402 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 ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10, Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14, Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j 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 P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER �In ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANELCENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AM P/ 200 AMP 10 #10 to WH #8 to Range 10 #6 to HVAC METER MAOIN 150=210 1-200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING 114 GROUNDING WIRE TERMINATION PER WITH CODE APPROVI 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. ----LANAA1---- I /> I I I AC PAD I -� `� DISC. GFI �.i �.� WP I I G1f I �p I I I ALT 11 - j� --{4-- - - LI AC PAD J E. �--- WP�' _ DINING' LI_HI'AS EIS__ M�W / -I OPT. DI 5 0 rSP C \ II I i i i LIGHTAS PER � SPECS PENDANT f LIGHT PER GF1 SPECS GREAT RM I��O1 � 12_hl IGFI-? a ROUGH -IN FOR OPT. U.C. OUTLET o � FAN/LIGHT �I SWITCH FOR � FI i IIEl OPT. CLG. FAN/ I DISPOSAL LIGHT PRE -WIRE II I A n �3,N. 1 'I DBI WP I GFI I I 1 I I I I I I � I I I I ENTRY I I I I I I J I II !+F1 U.C. OUTLET LU o KF¢ - I DEDICATED FII _z-_ RECEPTACLE FOR SWITCH FOR o ! % MICROWAVE RANGE II 1.5" VTR DISPOSAL ,II 3" VTR HOOD PER SPECS III IGFI -�J-- u. I I I X /� I GFI. - - LL i K� I I I— w IE3 I I I I I I III 3" VTR I SPEC 3 & 4 KITCHEN SCALE: %4"=1'-0" IG -- GFI @ 44" \\\�V \ \ UWH.-_ A.F.F. 1 1 Z W O Z ■_ / O ¢ -- GARAGE -I U -- LIGHT AS U__ U PER SPECS w - GARAG/ E, >w � GARAGE 1 DOOR I GFI - ------------------------ I I - j IRRIGATION GFI I I @ 44" A.F.F. - I I - I / I ------------------------------- 01 ----------ICOACHTfGFIT- - - - - - - - - - OR PREWIRE AS PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 0 r ------- 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------------------------------------� CA RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN-B SCALE: %4"=1'-0" CI1 C= 0 C b W G Leo n n1 c C5 N V O fC Q C -03 V o = a . L fC y O7 S7 c e 7 .1� N GL C E �d a U CV CV O CV 0 To the best of the Engineer's knowledge, info oration 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. rn W E ON U v O O N m o 00 N Stoo? U, m w N s J J W LL IL_ W d Y lD C � rn s @ o O W U5 w Z ILW m n NZ° en V N J U) o� Z U El El z N o z a � -o cl- U) M V) Z a (D s +� c ,,, U O N N w o use f6 r— cn c� C) o W ¢ o® r— o w z cam') M to Z¢ E to o_o Qo 0-0 EVcu wz ?© oa o E o OU X U �o wo 0 OU O az v ¢ L to Cn U Z AY m � O o� J m Q a Q W cn o< g� 2 ,= LL w <� d0 a � oCo w O a 0� 0 C B > Ln O iu c� co r Q, Y co O /� V /1 m LO � c _ 00 O Ln r. N o r mE = iri 00 Z Z E T_ to 2 m m a E U 0 _0 Q a c � JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. 3 LLJ o N 4:12 SLOPE 4:12 SLOPE W 0' I I I I I I I I J 4'-0" OFF RIDGE VENT I I I I I I I I I I I I I I I I I I I I I I Z W I 5:12�SLOPE Q 5:12 SLOP I Cn I I I ZONE-3 I I I I ATTIC SPACE I I I I 1071 SQ. FT. I I I I I I W O ya C T I C6 to LU 5:12 SLOPE I � I I W ZONE-1 ' a ° ATTIC SPACE I J N 1 97 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Rule Ridge Off -Ridge (No Upper Ventilators de U (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 . . SQINof 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-B SCALE: %4'=V-0" N NI 00 c 0 M — =o > W O p U d� C Cc C.,) N N f0 C7 i N � y � p J c r N Y W n_ � c •> E t c m v = Q rz 3 R to 3 •- N d C p w c� c E �o d U O v-� i� r h � f`I.JYYyf�l nr CD To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W E O Q O O N o N ib .2 OJ 0 o, n - # LL M V Q C J W W J LL u- n _W — O a Y Z U7 L w O 0O � j (6N O Y 3: W U) T m Z Nz a J L LLr Z N O C) W El El Z N M O O O Z o�p N z O Mi Q � J — d � M N /2: ll T W� LU o� U 0 Lu(D a UU') U J 0 °I r /S C) O O Q O N m �m o MN w z M o z c E p cc o 1 Qo z® u �_ U �0 O O E F O C L 6 r6 o m 0 CO � �o O, zF >Z N N � F ¢ ZZ g 0 ra- p wLL a �w U 0 Qo oz 3 o w< o O v zla a ° 3 0 O 2 LL > Ln om m 0 � co ,� cor 001-N _ C) U m L0 CO cu 0 N 0) CO c) L,1 J r I O r iv m Z' M o Z : V in 00 z E 0 _@ d E 0 U Q J JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Wz J "' CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" 1 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 25,-0„ TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL ®p #5 CONTINUOUS POISONING REINF. SEE FND. FOR 13'-4" 10'-0" 1'_8" QUANTITY #5 X 25" X 25" CORNER 1'-411 7'_4" 11 41 BAR ONE FOR EA. t rr HORIZ. REBAR, TYP. 2'-0 x 2 -0 x 1 -0„ L 2'-O" x 2'-O" x V-0" r" _ � _ • r.- °y U.N.O. **Alternate: W/ (3) #5's E.W. S3 W/ (3) #5's E.W. 'v':' :,'�• ::' 11r; ;,� � The reinf. bars shall be /17 TYP Cont. around corner by cold bending the bar w/ min.- 1 bar lap of 25". T o TYP. CORNER BAR DETAIL Q11 5'-2" 3'-10" � 1'_4" o 6'-8" 1'-41 2'-0" - �� _ 41 SCALE: 3/4" = V-0" d AC PAD j M I -4„ 1 -4 � I I sk II ALT II 11 �.I IAC PAD I � II1�------------------ — �--------------- 1I 1 1 l p TYP. @ J PROVIDE 1-1/2" RECESSI HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFER II 1 BASED ON TO MASON'S SCOPE j I11 LOCATION FOR WIDTH INDICATES FILLED CELL r T 1 I I W/3000 PSI CONC. GROUT I Illl FROM FTR. TO BEAM I 11 W/ 1#5 REBAR_VERT. _ _ C.J. 1 1 1 ABOVE SLAB. TYPICAL —� 1111 @ ALL PLACES SHOWN I I 1�1 I 11HOOKED FTG. DOWELS 17" 1 "' 1 1 tMBEDMENT W/ 25" --� I II(XT. ABOVE SLAB "GRADE 40 1 11 01 j 6TEEL" I Ij j 1 11 I � I -- I • 1 11 III a � a I I� o "' I p 1 1 I �J I o z 1 11 II °P 1 3 z" MIN'1�000 PSI CONC. SLAB jlj I CY)`° FOR HERNANDO COUNTY ONLY 3%2" MIN. ��00 PSI CONC. SLAB OVER I j 1 6 MIL VISQQEEN VAPOR BARRIER C.J. r 11 15'-4" 5'-3" 21-51, 1211011 Itj 11 o I I 0'4' ELEV. -1 _ _L_Ak T I \FIN CONC. SLAB T---�— oo�� L — — — — M I 11 I o -- -- 80 '-0"x3'-0"x1'-0" 111 I 2'-0"x2'-0"x1'-0" 1 VV/ (4) #5 E.W. 1 1 14'-5" W/ (3) #5 E.W. 10'-7 1/2" M-------I — — M-------------- r1 I 4" STEP 0 v EO TYP. @ 2 STORY TOP OF CONC.I PAVER TO BE 4" BELOW FIN. FLR. L -ate', S3 TYP. @ z ENTRY _0 0U) U- N z � Ix iz 0 0 ~ 0 q T-0"x5'-0"x1'-0"— J T "0 W/ #5 @ 8" O.C. E.W. j 6'-4" • ij � I RECESS FOR FRT. I PROVIDE 1/2" x 911 I 1 -41' d I �— ao Q-I 1N . N 6'-4" I�1 DOWN 101 MIN. K • C 33 1 '-101, O I I _ 31-0" J S6 TYP. @ 2 STORY 0 s PLUMBING LINE TO SECOND FLOOR _ o BUILDER TO PROVID 1 APPLIANCE PROTECTIOf I O I WHEN REQUIRED PER FBG _j I I V 1 9 -4 9 -4 1 • 1 - — —a— — C.J. — — �- o I IC14CD I 1 I I - 1 2'-6"x2'-6"x1'-0" I I TYP. @ I W/ (3) #5 E.W. SINGLE T STORY 1 I � (2) # VERTICALS L, I W/IN FILLED CELL I q I S3 T S3 I \__ � HB — ------ ------— — — — — _j M 25'-0" 16-8" 18'-8" • LO 0 9 I 0 10 O � O N z CC H 0 O 1-- 0 � tL ' T FOUNDATION PLAN-13 SCALE: %4'=V-0" e 0 0 N m '- 7 W .7= O N ® .gym a- y f0 O y 6/ O RS d d,o�a >e Ci 7 cc � cc A y LZ = E ti o a.. u c LA"Ll s.. -T; 0f! . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W �E 0 ao m o 0 V N N � r� W Cc: 0 N 0 ��.0 N �IN0 aiIli th V Q C _j j LL LL it LL L� w a cum w d Y ZN U C W 3 @ N Cp W C/5 z N Z m w J Q H z N O U U o W 1:1 El Z N ch O O O N z Q — J � LL � r M -J z N1' c9 0 LL T w U 0 LLI o U) C N� �N � ws v i N U O N Q N Y 0 N rT o w M ch z o z � Q E 0 E o oI w'z >� Q� ,@ 0� V CL < JCO o¢ �O o� o ro az �w N o ¢o ¢ m� _ rp C x Y wm o O z J QW y y F 0 H z z ao Q w z �w W O v d< a O= ° �O .s = > LO I1..rV O0 (Q co r Q C O (n mCN H LO � c N O O 00 O L() r Q LO C14 r m f7 � �' N o Z Z E Tcn 2?Ca @ a_ E U _j Q JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. 5 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING SIM. @ CONNECTIONS TYP. @ CORNERS SIM. @ CONNECTIONS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=oft [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 — 10 GABLE -38.22 -38.22 -60.99 1 -60.99 -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 y ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.G. 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: O Q SHINGLE: Y16" EXP. 1 CY16) or 1V32' EXP. 1 (33/16) ! TILE: 1%2' EXP. 1 (33/16) I NOTE: i ! 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a=oft 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. LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/ RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=1'-0" 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUTS 39 PLYWOOD FLOORING FLOOR G.T SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 - 1Od 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" (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 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 (A) OR 2 PLY ;ARRIER 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 (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' 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. CD x CONT LEDGER aCD 05 ) IL LL i--- U) W El El law LU < MEN E U) CN FLOOR FRAMING PLAN-B SCALE: %4"=1'-0" SEE SHEET D1 FOR ROOF FRAMING DETAILS i 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 (A) OR 2 PLY ;ARRIER 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 (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' 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. CD x CONT LEDGER aCD 05 ) IL LL i--- U) W El El law LU < MEN E U) CN FLOOR FRAMING PLAN-B SCALE: %4"=1'-0" SEE SHEET D1 FOR ROOF FRAMING DETAILS i c� cx � � d > w o C fC U N -am x ++ C W C9— __vs � d o Q N � o S- Cx r as It = c o ya _ va Q C` E a v 0 r.: a 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 4 ao O N U (N � /Y CJ1 CJ3 CJ5 a r 9� TYP. U.N.O. J TYP. U.N.O. x I� I-------------------� I I I I I I G TYP. (2) C co co LO i U.N.O. LO CY) i ,,� O U U U I U U I U .� TYP. @ HIP CORNERS jl II EJ7 it II �� II I II II II II II ;I� II I I (i u �j II II — 1D r = I I--•---1171 L------ I I I -__j 1 B I j -------- - - -- I I I r-------- -�, I I j I I I I I L____--- __________� , II II ,I II I I II Ij jl _ _ II 11 I r-=3 E-'I r---------P---------� rT II II L.r------ I II II I I I L----------J I--- — — II II I R/A AH j _L cJ L----- _ _ 1 E 3 _ _- - - - _ �I I� 1F = I I <� 1 G I I � — I = 1H I*I� — = I �I II N Ij II II EJ511 II jl * = II --- I, L-- -- - _ -� --- -- - --- - LO M G U U U I 4 TYP. S5 U.N.O. I I I I L------------------------------------� ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION a=oft [4:121-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 60.99 �77d 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: Z16" EXP. 1 CY16) or1%2" EXP. 1 (3Y16) TILE: 1s/32' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM FIN / RSRS-03 I N (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. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY O CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS 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 R77A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E M ETA20 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 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Cd x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS CJ1 CJ3 CJ5 J S6 TYP. U•N.0. 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/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 112" HHCP2 1 680 570 (20)10d x 1-1/2" MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & 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 2 TYP. U.N.O. CJ5 CJ3 CA tivs, +) (B) (A) I OR 2 PLY ARRIER 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) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Efl(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER ROOF FRAMING PLAN-B. SCALE: %4"=1'-0" SEE SHEET D1 FOR ROOF FRAMING DETAILS � c 00 0 "o CV a7 � > W i- arc ® — _ x G =C . <6 a- N Q N Y 3 a) — a7 c E s = as L) Q z d a) -0 L) W y c .� E � o U " ap�65i@CiilFa ��. 44 �. O r L ` pp e �101111111000�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 14-C) v E 0 o - 0 uj+� 0 � N o 00 N :3 7N �04t r J H (� m� z N S J C u_ 52 Lw J w w . 0 _ w — o a Y Z m c rn � L (0 � a13N� 0 o W vJ�pjO w Z LILM m - N Z Q J aCLLN < N OU W El E] z N M o g z QNQ z o Q Q ? J d tIJ C` N C) W V O T co LU 0 Ln w o w tlna r— in U kl U o � U) Y ® ® O CID w z c� Cl) O z Q cu E o� a� E u w z© In a � O E ON Ko oa Iio 000 �< az to t wo <o� r m rp U j C C C oY U o OLL z m Q W r/) a fl- ¢ o (� d� w =0 o aQ -o O CO rY wl a r_ 0 � �O 0 = > LO 0 m m m 0 C:) ^ M C) 0- 0 m LO 0 N cy) (� 00 O LO r Q LO CN r ui M N o M � V z E t CIO a)c d o U _j a ai Q a) JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. 6.2 t.t"� Q �;,. r �. I a 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per 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 veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 817321B/1T FORM & GROUT SOLID CD CV Q w J U O #5 BAR CONT. 8F12-1 B/1 T 0 V" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION #5REBAR ATTOP F = FILLED WITH IN. (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED a = R RECESSED CLEAR STEEL LINTEL QTY. OF #5 d 0 REBAR @ BOTTOM ° OF LINTEL CAVITY d M.U. #5 REBARATTOP 2 w d° d MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T Q Z d 6 Z a ° GROUT 1 1 1 - r J LNOMINA QUANTITY OF d 5 REBAR AT U ~ C.M.U. z Lu 2 WIDTH #5 REBAR AT ° O BOTTOM OF a U) Lu TOP LINTEL CAVITY w Lu 0 u) C6 NOMINAL ° -BOTTOM o ti o HEIGHT REINFORCING ¢ ¢ 0 7-5/8"ACTUAL PROVIDED IN z p w 8" NOMINAL WIDTH LINTEL ¢ � b � - 5 REBAR AT BOTTON (VARIES) co ,n Ir a AS INDICATED 16 GAUGE POWERS MATERIALS cT f pr�Tntels = 3500 psi. STEEL BOXED LINTEL 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION' O 4'-6" LL O 4'-6" LL O 9'-0" LL O 8'-8" LL O MIN. 17'-4" LL LL O 3'-8" LL LINTEL PLAN-B SCALE: %4"=1'-O" C�a 00 C'm o } W ® 0 c7 c'- c� c m�wc; N d C Q yr N � a7 a7 c- c E t c eci .r Q CU c _. 2 T N t1 � E �o � U O , L � ri�FEIfIPPifit'tt��i`�l! 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 Engineers signature and seal. rn W d E o oM C N p N .0N �LO0? rn � CD fit/w! Q (' c - u Ju_� w a- _ w - o a Y Z -- c :2 O O7 w W Z ° m N 04Z J J Z O U v v W ❑ ❑ U Z N M 0 0 10 Z ry z o � Q � a M o a---) cr3 LU � m U 0 v) �V) w o C Y tl06 �.5 t- .5 U w m {E m 76 o t,•••.. .. _ 76 =I' ci o' c Co _® ° O �m CD C.0 Cl) co zo z z ° _J LL_ c n ¢ zo o o > N a o Q E Z =® CC E U F O 0° O U W W CN L a o m 0 ��¢ cn o� Z or Z J m Q W !n W 3 4 0< z Z go a U as az r3 ;o o � v �I< a 8 3 2 O .s = > Ln m `° CC T O /'1 C)7 C) �//J'�) r / ( m 4-1 / M '� o N 00 CC) 14 w M CV o m ri Z Z E r m ca d E U � ui Q p _J JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. 7 i w I r1) CY- x M M Ln 0 0 0 I v 0 i rn 0 a i E N E `c L7 U v U 0 i o_ 0 0 •O U J t� N 0 0 00 v 0 0 Q_ CV 0 v 0 M a� 0 v) NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FB'RC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4, GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4, GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914± 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 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1, CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" 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: 4.11. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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 Y8". 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. cs cr 00 C%A o #-- ® } W O L 0 c ca M flm�c � LL-a �y ro o In O rn y oN c� c •.Ci Vim►. `� ro L i N C L-a tea•-,= N �- = E <o v a C.3 0 i 0 A•��.' /A .� o y I� J C) �ut7 COY o ua To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a v E O M U C) o _ 0�' o 0 N � m U � N :3 LON Zo yy Y/ U) r r J Q NMI 2525 LL C -J 5 L W Cc LL S5 a °c a m �.e9 o M W N N O �n�pjQ LLZ103 Z M CO0 m Z Q J N OU Z U U) W ❑ ❑ M � z N M _ O 0 0 z N z a � � W N ni/)' M Z a W 0 o LU U U O /N �R �__ w o CO us C-3 r- J U o N O m I�N r- o CIO M M z2 o S 5 ca E oz a" � E o ?o oa - U aF U O 0 as 0 E o N ra o ¢a wo ¢o az wz Ww r6 C¢ z U m0 o oLL Z Z J �m ¢ ° r >z � z use� cn a 3 3 01 w g° �w U <� z ~E z i3 CDwa J �o oMj c zla= a ° 3 0 c 0 .L � , ^ ' uJ O rn m m 0 ^, i co O 3 co O � ^ U v , m C:�.1 ' ^ i (N 0 CY) 00 O Ln 1"T < I'll T m Z CM N 6i r o Z E T U) T ro c a E U _j Q p c JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. S N 3 W CD r� cn r` x r P 0 o- 0 CD 0 01 J 0 0 I N 0 L 0 0 0 i L Q N N i E ca co E 0 0 C C J co U v 0 C-)I U .0 d c 5 00 0 0 a- N 0 r\ 0 0 Q m 0 V) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE O O 0 5'-0"01 ¢ - STUB -OUT FOR 1'-0" o LO GAS METER O o U N • 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'-Y (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. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1!2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + + 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges FILL CELL STD. 90' HOOK BOND BEAM it it SIMPSON MGT i w/ (22) 10d w � NAILS TYP. GIRDER TRUSS a STD. 90° CONT. #5 BOR T. #5 HOOK F. BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST 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 SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL 1 TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH I Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max 4 max. 4 I Clinch nails when \ possible Tight fit L: 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth End I Intermediate BCI 5000s® 9-1/2" 11-7/8" 2-8d 2-8d 2_8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d _ 3-8d 14" 2-8d 5-8d 16„ - -2-8d BCI60s® 11-7/8" 2-8d 3-8d 2-8d 5-8d _14' 16" 2-8d 6-8d BCI 90s® 117/8" 3-16d I 3-16d 14" 5-16d I 5-16d 16" 6-16d I _ _ 6-16d J - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Qi/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6- A 1Y" ROUND HOLE MAY 6„ 6� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" $ 7 ° 4 1 4 -B '-B'° 1 - ate" 1 41,. 2-4- 2-9-3-0 S'-i ° Artg 10" jcxSt 12 -"l+° 1' 2'"_3°'° 2-11" 3-7. „ 20 T-a' V-1" 1 2" 1 -2" 2,-W 3-C' 4-0" 4'-110" 5'-11" 6-11"24 L7'-11' T-WT-1„1'-2'°1'-3,.2,-6"3'7' 4'- ' S'-10,"r-2"S'-4'° 10: . NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1 2" 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. Plumbing Joist I -Joist can be offset Ef up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. V \\ Filler block. Nail with 10-10d nails Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. k1Backer /4"-2" gap 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 ll o 0.6 X Joist o K, " ° � / depth -JOISTS BUCKETS N.T.S. 5/81 THRU BOLT I.0 SIMPSC w/(22)' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° e SEE PLAN FOR--'°• ° . • FOUNDATION INFO �' a' STEM FOUNDATION GRADE A ° REINF. SEE PLAN a 1_ (2) #5 REBAR A/C CHASE 4" PVC 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 I® SECOND H10A (WHEN SIMPSON H10A ' ' REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT = 10154 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE M1r%r /r P1-Trl1 A I TI Ir'%I I F-k 1M TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION . ° a PVC OR SCH40 SLEEVE PLUMBING LINE 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 a° c�c c.n o_ a c::111 ci cc o c f9 C•.3 N a m a �LA.- cco� y o ro N � 3 == W c � 3 � L Dodds � W .M VfQ-� �E � O a c.� 8 0 i v� b 0 co 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. 0 W NAM st v0 E � M 8 Ill JIMN 0 0 O C o r Co 0? Vol N In (n N cn��a N a 0 103--o� rNiv2 �" N S J J 52 w w o a Y Z 6 C O -C Z 19 W C.T C�4 Z� 3: 0 o Z LL LL U� 0 m w N Q J Z N O U W ❑ ❑ V M 27 — N M o g Z W N z iE E3 N N M z C o a--{ a W ° UW_ O W p C N J Wlow F — _ - I1' C ro ® a ti o o w M o3 � z z a � 14 J U_ ca E E U z o oo > N ¢� ? too &a o<Z O � t p <o d ao <� � J m� t0 - or U N 0 °, Z c U) J m Q W n n ^� U) zo > x wLL -a U �w W0_ 3:J Q LL J w C o =� ;o O v w WQ a °- U� C 0 O Fn N L , > O ai rn m m U i co07 T Y M O Cn N m LO I— c 0 _ CO co U N W O Ln r dLO r w co N n o Z CU z E T E N `m c d U J Q J JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. SN 1 c . k rTi .• .. . -. ..--. L,_.... .. .. _.-. ......>_. .L,,. 3 .... .. .. S _ -.-... _.. r-.. _ ..._ _ .. ..i�4s.,�-....z ,�i._� ,r _. .. .._ .. .. ..-.-._�`.. �.`1.U.,,.. )•4� _ s... � .. .. ... _..{k.�n -..., ,. .. � .tee .....�_ ,. ..d dF.i�,FA. S, ..,x::.=;f..;.. .._� ._ ,. .._.-e A.:' ._.. ,.. � .. .. .�._. _. _- .. _ - _. _..._ _. .. - 3 _ W t M CO i _ M 11) Cn CT O 7t 0 J Cn 0 A Cn 0 3 a N O C 0 `o C J y ti In O U 0 c0 U 0 i O 0 U J LZ N 0 0 00 0 CV CV 0 0 0 Q m v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TY P.) VARIES INSU 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER ° e SHINGLE ROOF, SHINGLES TO a e BE IN ACCORDANCE w/ ASTM =III=III=III=1 m I 1=III-III=III= � ° =1 I I -III -III I I I I 7. I -III -I i 1=' D7158-CLASS G or H, or ASTM I I=1 11=1 I I=III=I ° • I E D3161-CLASS F, IN — ACCORDANCE w/ TABLE "—III=I 1=III=1 I=1 I=I I=I I �I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 -I I II II 11 i I I I I i I I Ili RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV, VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGHS ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY,ILLI CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE;EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c �' CN ' N °° ' Z 00 °f I I- 00 6 MIL VAPORI D I I=1 = Z_ BARRIER I 1 , p �r 4 1111 II I D •— III= r COMP. SOIL. I I I) (COMPACTED TO 95% =11 -1 I =III=III 11= MODIFIED PROCTOR III 1T=1T[—I I I I I ASTM D1557) 3„ MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z Cl) ," y III=111- ° 4" d , I , �'.i I I m .IEZ SEE A/S3 OR J/S6 —`_I! I I I I II 1 I I i I„ I I, 111 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 a „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1Y-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) — NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV. -0'-3 1/2" Z �3 1/2" MIN. r31/2"MIN. A.F.F. p CD M=1 11-1 I I- 131/2"(min.)- 4" b _ 1 CN - - - ° - 1-1 I 1=1_TI- 3 1/2"(min. - 4" 1 I � 1=111 ' • =1T_1 111-T I- 31/2"(min.) - 4" I-11- I I. _ IIII=11 111=IT_I 11=1 f1 1T -1T1-f I I 11 I -I 1=11 I -I 1 I I 1 I -I 11 f' 'II — -11 ;,llllll�lll,;,ll ;III-'' (2) #5 CONT. 4„ 1'-4" 8, (2) #5 CONT. 4' 4' 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP('CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 PGS M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" J' BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS ( IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 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 *SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM w/ (10) 10d NAILS - "' 2x P.T. PLATE WEEP SCREED INSTALLED w END OF 2" x PLATE TYP _ ASSUMED FINISHED GRADE c ° ° �, PER MFR INSTRUCTIONS z o #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi a #3 & #4 LAP SPLICE ° a ° D — [GRADE 60 MIN Fy= 60ksi] U to 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302,11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH e FINISH GRADE °O MONO OR STEMWALL 25" MIN. LAP [30" MIN. LAP] g I=1 I I -III —III D FOOTING MONO SHOWN —T=I —III - W I I �I I=111 I I=I_ ° , • I ( I=I I=I FOR CLARITY °O 6 MIL VAPOR BARRIER -III III ° ° I I=III=1 11=I 1=_ O° 1=III I I Ell 1=-�=III-III #5 REINFORCING BAR R 17/$ `� I I- I f1i=1T1=III I I=I 11 11=�-1 ( I I I I ° I II I II I II I ITI 11 I I� T T #5 LAP SPLICE -' I I .11111T11 I II I II I I I II I I I_TI= NOTE: _ . _'- COMP. SOIL. (COMPACTED TO — 1 ° _ FOR BEARING WALL i � I' � � � _� � i I ; , , W/ UPLIFT ONLY = 95% MODIFIED PROCTOR ASTM -d D1557) If1 IIII�II�II�II�II�IIIII�Ir� III- - - 4" 1-4„ AL T C.M.U. WALL CONNECTIONTIN FRAME WALL 0 rD�TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 _---_-_- - -(1) #5 REBAR w/ OPT. ' I —III —III —III— 11= 11=1 11= 11=S.QREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" fillS3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS (V Cl) Cl)CN -11lillliT. d.. - i -60 SEE A/S3 OR J/S6 =1 I II I II I I„I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2'� 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT - ¢ INTERIOR 4. ° -3 1/2" �. ° ,.. e CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C W i M 6 MIL VAPOR _ BARRIER 1L JZ /I -1 I��I-Ijj I�T�'ITIT=1 I i- ' I I I I I I I I I� I 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. (2) #5 CUNT. - T 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 8" � o" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ��; ° —� SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM - - SEE ROOF PLAN — _ _ —° ° ' ' ° a ° I II 1, I 1 M (2) HTS20 FOR STRUCTURAL r I, ,�1T=rI BEAM SIZE & j CONNECTION INFO M I I ° •. 11- III= 2x4 #2 SYP P.T. FRAMING w/ W PATE -III ,I I III=1 11 a ins' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �_ I — 811 O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #-I COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" �,S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS W/ DR SCREWS @ 8"O.C. TO FOUNDATION PAD _ INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN c7 CONT. BEAD SEALANT > w/ MIN. (2) #5 VERTICALS ao Z GRADE E _ > � FILLED SOLID SEE PLAN FOR . _. - 6 x 6 W1.4 x W1.4 `j' Uj SIZE AND REINFORCEMENT) 0 � � � • -� ' �'_- � � T WWF OR FIBELU RMESH �, 0'-0" FIN, FLR.�7 � BRICK PAVERS or SLAB PER COMMUNITY SPECS a w o p o _ LL - -_ - 0 - • • • _ - z I � l -i - I' lip FOOTING I� I = BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 cei ca cr c®a ® ::I- W O v an o N C C0 Cj14- Vf y C� t0 CD d j E C d u..Q s 3 � L �dd.a R V1 O- E R O a v v - `E14 4 ditlE, `��e�r�it:gbi wi6` S w �x:l q r:' f P `�v CAJ o a,. • 20 c� .2 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 3; 0 W a) N r C? H �^,� ei HV � LL M a =� w ��i d O _ w '� N p O O O W U °�' °' m IL ILz 2 m z° N Z O U U W ❑ ❑ CDCM1 a2 z N M o z � N Q Q o Q M V) z �o - w � O N v y N = .) U l4 0 NO N `14I U o N C�_, co Y —® o N m r— o Cfl J w M M U_ m ZO Z Z 4 W Q E E OV zo Wo Z �� oa z ,U O E CD x &` "p z 0O 0 o� d= CV wo o ¢w m� � o - C) J w 3 ` oa ZZ go d U 0 �o =F aE Y _ 3 �'0 O co u z a a ao O O = > Ln O "h m 0 (� r 0 CN L O '� N CD 00 O L n r Q _ r- ui M N o Z co j N Z E r Il U Q JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. S3 (MONO) r arri rt F ak_ 3 v s w I r- m 0 Cnn 0 -a- 0 0 C> 0 I N 0 0 to O .ram i 0 C) Q N CD i E E co co L7 E2 E U U 0 a. Cl- 0 .o U a) LZ 0 co 0 0 IL CV 0 0 i Q m 0 N (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.) ztz 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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 j 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 TO5��55 TRUSS BELOW r 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (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. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a ly a a a $44 STD.90•HOOK $" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 444 FORM CONCRETE INSET TO 112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J ,� w 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.) GARAGE ENTRY FORM DETAIL SCALE: N.T,S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 41" 10" 6 3/4" 3 1/2" 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFFR I OAn_ 2x6P. J-BOLT TRACK BRACKET fOP a iARAG E IOOR vvvn i nr,�.n W/MOUNTING ANGLE E 4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK (7� SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. OppO SIMPSON HTT4 TYP. �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I 12 SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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 BARRIER 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2' P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE/T `n 2-16d NAILS @24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR�N' PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18) 10d NAILS (3610# SPF) ° o ° • HTT5 w/ (26) 10d NAILS (4670# SPF) DTT2Z w/ (8) 1/4" x 1 1/2" SIDS (2145# SPF) HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" SIDS (3075# SPF) HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SIDS (4565# SPF) _ HDU5-SDS2.5 w/ (14) 1/4" x 21/2" SIDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SIDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x2 1/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. ATTACH ALL 9 EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 4 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO P PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+ A F= 2240 LBS .7�+ SIMPSON C G P.T. ATE SIMPSON SP4 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 VB, SPLICE STAGGERED 1 od @ 8" O/C SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 101 ST TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 J M - 2X8 P.T. BOTTOM P TE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SP1 SIMPSON SIMPSON SP4 SP4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) O C 30VE _OCKING 2) 16d TOE NAILS .A. BLOCKING '.X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED (8"X10" J-BOLTS 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED I NA INA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/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 [PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06,24.22 SCALE: N.T.S. cv 0 c� 00 cV d 1-- Z.- W LU i t V O C-i ar— c c•c�N � W a N CO O Vf 4i O 10 Q C'V Y 3 a' W d =- E ca L �o !? .> r, _W �= N Q- c E vv '• a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W F Aga d. E o M o �" Wv ®p 0 0W I N W 0? N V) 5 Wrra f J H a (' �a � w aJ J C J LLLu CoJ 3 a w Z L @ � L O '@ CD W r- o Wc°n�Or?° Z IL m w N Z Z N O U U O W 0 El Z N tth o� z o J � N N M z II _ (D 0 a--' f0 w OL,u N o N Oft c InfoU _ � - R O U = I c N ti o C. w co M < z Q E oo wz �o Q� �® ❑a [6 �0 00 0 _ o E d X U a o a U o �¢ az % 0 ¢ W J L � p z _ U y> m g 0 z z W oa 30 a W U w0 3E oz o w< `x3 >° co .o c O 0 > LO a; m (D (0 C>O" r Q Y _ Cc O -2 N l.n O � CO CU C7 04 O� (� o L1) r LO m E N ^ o Z z 1--ECID N a E U a �? Q p JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. S4 v.n � f.Y ,ICe-�i }1 . �-.. {. W�.. .. .. yt� �a, 1!r�. ',' :1. '..l� • i .._ � �.; 4. �.... � �. _ Yw�i a.I..;�i .. -.t - Y 4Y .7 7 -_.. .. 7777. SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (e 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. g SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING I 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO 3 BRACE SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8 0 0/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (3) 1 Od Ir AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A W/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING ' END 7/16" OSB SHEATHING GYPSUM WALL BOARD GABLE TRUSS ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS W/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD7 SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL IN 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT W/ (3) 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" O/C FOR THE 2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . // . \ \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 INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING \ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10d 3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL t x @ INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ 4) 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, FASTEN WITH TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ MOISTURE BARRIER 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 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24° 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. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N 00 NOTES AND NAILING INFORMATION CO Co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS WOOD TRUSSES 00 co 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF ti EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ct NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL FIRST ROWS OF 0/C w/ (2)16d TRUSSES FROM EA. E TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL) (2)16d NA (2) 16d PER JOINT .... , ------ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVIV I L.I L/"�I \II V\.A 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 NO @ 4" 0/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 4$" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 W/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J 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. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-j L L b BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS SECTION rg SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 9 BRACING w/ (3)10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x811 #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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w LU o O v - z O w m - q c3 zzt o LU ---- o � o----o o >C Q ----w -- — — NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING P TO 30'-0" SCALE: NTS MEAN ROOF HEIGHT U 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 C9 c� d r C W A C.Y C N � X LL- Co N -C 6V t w co °3C a C'� d Z E s c >v � T N a � ,g o 4\ V vl,3 f 1. `s•. \.J `YS5� �vo Y' r O_ • t3 eiete�;, ?," vFE 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 0 AlgaQ 8 0.1 0 Qj N I" Uj cc 0 �� Nco N cntmr- J N y$z N 5 J Q C J 5Z w W w .� — O d Y � c: L TO. • O z L O a co m W L w Z LO rn ;co ^ N ov o Z L) W �El N M a g Z N z o � do a N U) M z N72 0 `o c6 I.L —� O u, o Ln Ova �M U) U W J • F-- _ E f6 O �1 U U o N c N m ®® o cp Jz w co Cl) 0 z a _1 Cd E E E8 zo �oQ� >N CKS 2g —CL OE °�az o. No N ¢ o ¢z L n, Y U m� O 0 K Z C m H Q W z a� o g° u w W U a o OT r� J o co ¢¢ 0¢ a v O O O i > U') O rn c>s (� C r O �_ 0 / CD ) ch m LO �..1 i i- "0 N O I.n T LO d 1"- ^ w M N o z f0 z z 6 r- E T—ca a E •. v Q o JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. S5 1...- i.. ,.`taw a e - - hd: _ e i ,r _3 W I i x m 0 0 0 J rn 0 I N 0 �I- L Cr 1-1 0 i rn 0 Q N 0 5-1 E Cn E Cn 0 9 i 7 P, 0 U v 0 UI U .O 0 a i 0 0 0 L N 0 O W Jj 0 a N 0 0 m 0 cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PP 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT 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 � w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UId )FOR MORE INFO LLI 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 w LAYER 1/8"THICK. INSULATION PER W CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT - OR FELT PAPER FOR MOISTURE ° J BARRIER I a; ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co 0 4"x4" INSPECTION PORT AT ILL = a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD 110 TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH d MUNICIPALITY 411to 6" BELOW GRADE c ri .. n - 'd a . FINISH GRADE I —III ——III—i I I —I I ° _ M I I I —III —I I —I I III �\� ___ 6x6 W 1.4xW 1.4 I I —I I I —I I I —III —I I I I b'' III —I 1 I —I I-1 WWF OR FIBERMESHI I �11 II1511511I 1511 IIII IIIII I IIIII IIIII 111if: = III —III —III III1I- -� , ,III III -1 I I-1 I I— \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" 00 00 O z r SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING (2) 10d @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON B W/ 8d @ 4" O.C., 2 ROWS STAGGERED _ NOTE: EXTEND SHEATHING TO 15132" OSB �I IT- 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER EXPOSURE 1 SHEATHING �x II BEAM/GIRDER 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— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. ,TE W/ O.C. OR TRUSS/JOIST PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION 2X4 RIBBONS, EACH W/4-16d I x PROVIDE I II II NAILS INTO EA. FLOOR TRUSS BLOCKING AS REQUIRED PER W II D II WEEP SCREED o SECTION X-X IF _ _u NOT FULL INSTALLED PER. MANUF. o HEIGHT SHEET I c II II Cn SIMPSON HETA20 w/ (8) 10dx1 1/2" Z I II II NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK G FLOOR SYST M SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) (0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE ——e--a'4- �- —W.I 1111 Nr /— SEE SHEATHING / SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° < ° .A <, I LIIIIIIIII - III, , I I III I I IIIII I II I ICI I I I i l I 11— ' (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN, CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 H, SHEATHING IIII II I N SOLID 2x III G III II II II I BLOCKING ALL � o G SHEATHIN O EDGES (SEE III OPENING SECTION X-X 11 III G III_ x L I I 2 w o II FIFx E _ W2xSTUDS IIIIIII III II II . 0 SEE PLAN o I II I II I II II I O II 1—LIU_11— 11—II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM tA)AI I rl r11Arl/1A1 MIA/1n AAA 318' "S" = NAIL JJa" SPACING S 3/4'112" S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O,C. STAGGERED FOR SHEATHING SECTION X-X SFF �Ol'L 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.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANYa". a u) ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/8d COMMON NAIL Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U)) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J Lu F O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > ¢ O a F wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q �HOOv) Go p U m J F ILL@ Co 0 u- F (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w N w O MEMBER IF GABLE END , c cn LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED--' CONNECTIONS LOAD BEARING/EXTERIOR FRAME I A I A I I 1--IC A nr7r) r\CTA II 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH .. A. .d 'a '• e q CN — d e d a ° _ v -I — a -' ► I- ''1 I III-III=1' (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-W (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO _2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 `APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS — AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 IIII; I' C:)� T I� @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. cv co e.J CV C3 - y w CDs® 9 - - C CD C.� N m x .°-.. C u.. 0- CC 6:1 s- N N _.-N. _. Q N � 3 C a� c'� c d_ E a> Cj L ¢� y c � c9 O aZ CD cs' 1�1 C'Z 0 S q °3dYr fe 4 t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W QN 0 E coM V G 0 0 C"mC n N W N n 5�� U) U) U) cnI— r-� J LL Q 0 M V N J = U_ LL J, 1 w a Z � m � W o`tz 'rO N c0 3:0 o g � W CL0 ELz m w m 0 a J LO a N OU U o Z W El ❑ (D V M 2� N M o� M N z o —o J N N M z II 0 v 0 4--) cs3 LU � U 0 g wra Ln U aimW i J E m� S 4 zl�.. U o 'I � ® o o < W M coS2 m ¢ o z Z < IL s >� a N g E Ov ?o oa co �- � 0 x 00 U O E cUi �` �o o� a= N woo Qom ¢w >_ rp o O� Z z _ U) Q) U I� .9 F GW N 0< Zo �U W LL a W U � agp rtk JW =r J OCD a z �I¢T 2 C)i 0 >Ln 0 V m co cD i (0 co (0 r Y � O 1< CN m ^ L C cu CD Q 00o L, T LO N' T °) CM N o Z co tl Z E r cn ca Q. U J Q 0 J JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. S6 (MONO) I 3t`$.°`�: tie i..-.•; f d t _ r 14T �S 4 + i L hh "+8L . 1 .h ...x'^x _r�c6' 7?i; 77 .. - { 3 W I i S m t7 V) 0 0 0 0 I N 0 4- v V)) O ii rn 0 Q N O d E QD aD E O v c C: J y a� tZ U O v1 U 2 c U J LZ N O 0 0 00 0 N N r` v 0 Q m v to SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUT NAILED MATCH NOS OTHER TR \ 610 V V,'1 LL FA ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT ' I kRS IN WALL I 2x12 SYPBBEARS IN WALL' I X1 2x6 SYP / 214 SYP BLOCKX 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON14)10d MTS / AT STRINGER CONTACT POINTS NAILS) S) x 1 1/2" / \ NAILS) � fI EW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 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 "' 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 j STOP —2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 I —2x4 PT UNDER 2x12 C I ' , ROV►DE MOISTURE ' \ PROTECTION [YAATTAACH ALL COMPONENTS / STAIR TO CONC. W/-1" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ G-1 �— SECTION VIEW "C" , \ SCALE: 1" = 1'-0" TOP OF / \ STRINGER I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP r�N [ / 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G E ' ` I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU S) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" I SECTION D—D SCALE: V = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER � / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED I 2xi I DRAFT STrP I 2x4 PT NOTCHED INTO \ 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ INTO FLOOR WITH GLU / NOT TOUCH STRINGERS INTO FLOOR WITH GLUE-----' AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT POINTS � E- _ 1x4 GLUED AND NAILED TO STRINGER POINTS B —� C FOR DRYWALL SPACING H SECTION VIEW _ SCALE:' = 1'-0" H 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) IC SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4/GLUED AND NAILED TO STRINGER / KOR DRYWALL SPACING — H E SECTION VIEW SCALE:' = 1'-0" SCALE: V = T-0" -3/4 PLYWOO1 ON DECK --2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SE \ FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ PER CONT V / I 1 (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 PLYWOOD W FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED ANC @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST CTI ON VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" = T-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED .L POST LET INTO 'LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X BL/ - 2X STRING�Ii R OCKING PSON MTSJ2 w/ I 10d x 1 1/2"\NAILS I 21 D O:E2X 3D BLOCKKING RISE t VARI E ECTION VIEW "H11 SCALE: 1" = V-0" 1 � o > W 0 _ ... 1C o i w o Q `� N � r+ C1 N d E r� Cj o . V V U ofQ&® z, ems. �4 A.S e¢ ca• �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E o0 O M �J N 0 m y W ao N 1.0 � I J �p C,� y M uj C U_ 1 uj w — a a Y Z L cu Og Z o W w o� O � W � � 00 J .0 M Z Q J ®M N OU o Z W F-1 El N M o� C N � z o � _a E3 M cz (1) 0 a a-1 (10 zn w m j� — O N o � U LU o Uco N Oi 0 min o m w z E E OV - os wz za on tU CL R �a 0° o°< E O It ao ¢o ¢o az �w c 0< m� o° z -� m'<w 0� J W zZ Q � a YO CD a Ov 3 o 2 O T y > L i O ui rn m m 0 ^' i Co ICT r Y (o /� r/ 4-1 �i O CD(D N 0) CO O I. () d" T_ m m Z-' M N o Z E w a E U _j Q p JOB NO: 22-09402 SCALE : AS NOTED SHEET NO, ST r7777777777 17, 01 3 W I ro co m r•M P `v 0- 0 Q 0 J 0 0 I cV i 0 Vi 0 a 01 0 Q N N E co 0 0 J M CID LZ 0 U v 0 UI 0 0 •U J L 0 0 00 0 0 0 a N 0 0 0 a m v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X4 APPROVAL FOR CONN. is , "�; 1 x4 , %'i 1x4 P.T. / FURRING 3/16"� X 3" LONG FURRING 2 ROWS 3/16" x 3-112" 3-1/4" LONG X 3/16" 0 �,; ., FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" L1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRY THROUGH rr 1x4 P.T. & 1x8 P.T. 1-1/2 DETAIL 1x8w/(2) Rows 8d NALS 3" DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAP( @ 16" APPROVAL FOR CONN. ; (2) ROWS 3/16" x 3-1/2" �; O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 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. 1_1/ar� nF-roI I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" 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. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ------- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK Z-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) 14 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL rK 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX. 8" #5 REBj (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS /I 77 FIE -,/Z, NOTCH WEB AT +5� FIRST 2 COURSI ,APACITY = 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 2 1/4" 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'Y? 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 ALL (5) 12d NAILS SIMPSON / 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS • 4 JACK TRUSS PROVIDED BY / / TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C.00, / 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6' -0" 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 - —III 1 I (=I I =III=III; TI-I=III—I PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. I=III- III � PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° —Ilf I I I=T=I I IF COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL =III=I I I- SMOOTH. DO NO FURROW. , ° III—III_—T =T=I _ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADEi- T=T= FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° Q REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. cv g • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16 " MIN. (1 STORY) (3) #5 REBAR. (2-STORY) 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 20" MIN. (2-STORY) or WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. Jo J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN tR YP.) THE :S BRIG WALL TYPE T� PER PLAN I I F CHANNEL, -4--- I UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW FASTENED PER NOTE 2 BELOW-1-Jy--L CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ♦® ♦♦ / #5 REBAR (TYP) ®®♦® 10 ♦♦ '♦STD. 90° HOOK (TYP.) 1® 1♦ SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* �X + CFNGTy + + + + + + + N + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2X4#2SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CNFFT n,) Amin SIMPSON HTT4 w/ (18) 1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8n DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE: 3r.+ - r -u z O U) O LU U Q U Q Cn B @ FIRST COURSE 0® ®® 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.0 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED - 2x BAND JOIST W/ FACE NAIL 10d ` @ TOP & BTTM CHORD, AND (8) - FACE NAILS 10d @ TRUSS VERT, WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT d FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. d' OVERRAN a.. 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. IIQI�'�1� -INISH FLO '•� •' > 'gyp • ° " #5 BAR d p 10" • p ° CENTERED W/ V 9 H 4° IN TOP C:)p KNOCKOUT / iv :; ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL o • ° DIRT Z ° STANDARD o 917 HOOK Z14 #5 BAR IN FILLED CELL, �,III, L ° ° ►. It ° s • N ° L. ° ° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL rrn YG..CI r�i nnr.rn SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. e..t. 1�r Oo 0 d i V ® L O ci o� car. c R U N m f0 O i.- t/f,_ Q N Y d CP _ Q � J d d S] N E � o �.: 01-1 r \ , "S • --J .N ",,4* �+' .,` l• �` SS Cw � � fir � �l�Frf�,c•pgAaati��"��. i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W Q v E 0 o M 0 m n WON C W N .5 C? °) H H .4 U) � �� W J LL W W JLLa- a Ne Z @C'ITrn 7) L 6 , Z Q: ', N co 0 (0 W y IL 1 . m W M ¢ J Z N O U 0 CD W W ❑❑ M rN- z N z o � a Vn� Z a ' Q),� `o 1 T +13 LL . Ci ° U 0 N � N r y U W J ., d CO o i44 m N -M r— o JZ ffi M M w o Z w E Ca-o Z O oo z. > N zo z@ Z° o. Cullj �< ,o o1 z O E O a z a a z CV (a t w o <o w z ¢ m� �o y 0 0, CCn J w �' z a INS P CL 3: p ¢ a U U ¢0 xG yO O O d- wC zlaF a °3 = C:)= 0 > L0 0 m C� It (10 > r 0 co 0 0 V /! .2 N Ln 0 _0 00 C) L{') r Q r ca w CM N n o Z v; z E r U)ca `m D E U Q p JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. SS ) CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB - 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg —+j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS Vv/ L-IVU L/�VI I III--- vvL1 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND SLAB 1 1/2" /T(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'4' WHEN DEPTH EXCEEDS 30" GRADE T G PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5Aw/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING 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° a -' - 4 Z CO PORCH SLAB SEE N FOUNDATION PLAN _' "a w - (2) #5's CONT. T&B - ri W J w/ #3 STIRRUPS AT - �, Z 4'-0" WHEN DEPTH r EXCEEDS 30" LOWER OR sk GARAGE SLAB 1'-4" AL SEE PLAN LARGE STEP DOWN 1�7 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 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. ADD 2X4 ALONGSIDE, TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD 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 HIP/RIDGE BLOCKING DETAIL z O Q W J W w w C0 SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND ^ _ , SLAB 1 1/2" ° 7 WHEN DEPTH (2) #5's CONT. T&B w/ 77 - 411.`._ -_ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE � I FOUNDATION PLAN EXCEEDS 30" GRADE • -Z V-4" ENTRY PORCH SILL �14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 I w/ (1) #5 CON REQ'D @ MID I I I 1 11 1 1 I I 1 I 1 1 I 1 T. FILLED CELL VERTICAL EACH SPAN MAX 6-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. j COURSE FOR BASE SIZE (3) #5's EA. WAY 1 PORCH SLAB SEE s Ak SLAB LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ CONTRACTOR TO INSTALLSEE CUT SECTION FOR #3 STIRRUPSWHEN DEPTH - • n N MIN 3" x 3" WEEP HOLE ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN SIMPSON LSTA18 ENTRY PORCH SILL �16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. W/ (12) 10d NAILS ---------- 5Ct HLAN L. SIMPSON HUC410 w/ (14) F CENTERED AT I I I I I FOR CANT. I I 16d INTO HEADER & (6) ": -TRUSS/ SPLIT TO TIE 10d INTO BEAM - SEE I BEAMS TOGETHER I I I ( OP WAL I I ROOF PLAN FOR MORE I I I INFO I EE PLAN I I COLUMNOSIZE & BASE I I I I 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM MIN. (2) 2x8 #2 SYP I Y2 CDX PLYWOOD OR 16' O.S.B. HEADER. SEE Q/S4 FOR SEE FLOOR PLAN I CONNECTION INFO I REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING I I --- --- REQ'D CONNECTIONS FOR COLUMN SIZE L _ _ _ _ _ J I INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE J SEE FLOOR PLAN OR SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER NAILING SCHEDULE CONTRACTOR TO INSTALLSEE CUT SECTION FOR #3 STIRRUPSWHEN DEPTH - • n N MIN 3" x 3" WEEP HOLE ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN SIMPSON LSTA18 ENTRY PORCH SILL �16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. W/ (12) 10d NAILS ---------- 5Ct HLAN L. SIMPSON HUC410 w/ (14) F CENTERED AT I I I I I FOR CANT. I I 16d INTO HEADER & (6) ": -TRUSS/ SPLIT TO TIE 10d INTO BEAM - SEE I BEAMS TOGETHER I I I ( OP WAL I I ROOF PLAN FOR MORE I I I INFO I EE PLAN I I COLUMNOSIZE & BASE I I I I 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM MIN. (2) 2x8 #2 SYP I Y2 CDX PLYWOOD OR 16' O.S.B. HEADER. SEE Q/S4 FOR SEE FLOOR PLAN I CONNECTION INFO I REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING I I --- --- REQ'D CONNECTIONS FOR COLUMN SIZE L _ _ _ _ _ J I INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE J SEE FLOOR PLAN OR SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - XXI(14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. - 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION(`�22� SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR TOP OF BEAM ® I _J SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN V d C .d. B. 7 _- iy Z r2 SECTION SCALE: N.T.S. 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT d a MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO/ 21 eat eat 0 cv ®ca c� >- W o= =_ C fd CU N ��-a N=o- 0, a N = N G ip Q Ci N E c a) - . _ ¢ 3 rn 'Cu e Cc 4�� a +4%E d tJ `,•�9r1'<Y$ j/ < i k I.I�ib�li"•``��'��i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a 0 0 V 2 co a) N w 11 o " of In n N cnr- - N! coa 3 u a Z — -o a 1 _ o o cpN� Y W pj C) m w Z COLO MZ N Q Z U O MLLW O❑ Z N M z o� z o � Q M �N z Q) �_ o w � U owo N �N U w J Ewig f—' — U o 0 Q o Cl)w coi o � J zo >N 06 CL E w� Q� zo E oa no Ko SOU U 0, z a) CD wo ww J L ¢ o W to I z mO Z 0O� mw Jz� zz N 8 go W 0 Q� w U ¢� �r Y � aLL w� o w< =o o a CJD s� o- V Z¢TU� C O i .o `n N > L O I..L (D rn ca c� C:) C) Q ) (� I— m N c LO C) N 0 00 O L47 �N T r\ a) w cM 04 o (a z zE r Cz IL _j Q 0 JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. D 1 (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW,.IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS—\� SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS 200 I: l: �ppa 0 al I 11 i . 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. Ll 2 x 4 #2 SPF STUDS `I la C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER o G SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF a4 4 AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE L� 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 �J EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO j' TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS 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 TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR r5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL OPENING (MAX.X. (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. a� 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT Q� SURFACE 0 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR WOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL r-2 'N� SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x#2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------_NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @@ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 0 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. a@ 2nd FLOOR [DOUBLE STRAP] �0 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON- TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR COL. SIZE NAILING AREA (TYP.) �(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR II ' COL. SIZE ___ __ __= SIMPSON HTT4 w/'(18) n 16d NAILS & 5/8" :Oe 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" O/C FXT AC�T��B 2k4 T Op PROVIDE 2x4 ONE TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS —V PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIO! OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE' HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 / SYP U.N.O. I 2 x CONT. T & B — (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. t I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT iuu ou. TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND �� BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) L° o o °.o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE li CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR g SCALE: N.T.S. cs cv cV H— v O d a w E p N Q d N (.3z �, . W • r, d i CCU C N G B E �f��0 ti��°�p54 �,�0 W� ,`,\ti •` �; AS .� o bA\ ('4 2 q �. O fi L. dlii!!llli � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W o0 O M O 0 W N N m � N C N r• Co LO , s Q C: = LL W CIO � S a- Z CoD d C � (n U Y Leo o CO CV Y W O w W Z LL I L U)�pjO' co N M 0 Q Z O U U O W ❑(3) ❑ 0 z N o 0 z M N —o Q � Q a ln/1, N M � a U `o W w O �N w o Ly N LU all U o N m Y 0 �® N m 4� ti o w M o z Q r E E E U =o w� z <a zo _ C 00 Xo U �Q UO OQ C z °� z L U) C G0 z z Y o m o 0. z, _ a� J �m <w z to < <s° z Q ,,, LL a z rn w U <� — o w¢ Xo i� O V zli a 00 3 .s O = > Ln Om cc r a 0co O C'3 N d7 (D C)Ln r LO dam- � r m M N o z 3 N z E r CU m EL 0 _j a Q o c JOB NO: 22-09402 SCALE : AS NOTED SHEET NO. D2 Y. a ,fr i i• .; "§ M.. un. 1.. .� ,.r 1 ;.p. )fig"{`�(fw i 't,• - 1. . , r ' ;%!,. i 1 t 1 • : -... ......'.-,,...v ,a nc. x... s..��...:. e:..;,_ ,.., ,.:.- i... -. .,r, - .,k t .. _ ... ,.. ..� ..r. �v s_ - zt�J. 'h"-� ,.. ... ... _. -, ::3-�t •77 CT i W M i m CID `v Cr (n 0 r; 0 J CV g 0 I N 0 O N 0 a Q N O d E a� 0 c LZ 0 C O UI U -U O i 0 CD t N 0 00 0 0 d FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 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 BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. a _ SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. 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 (ASSEMBLED WINDOW) 2 NAIL BRAND OR EQUAL WEATHER EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means F WEATHER PROOF CAULKING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. s _ SELF -ADHERED FLASHING - =- RESISITIVE 2 BARRIER SEAL Toi=s of JoisTs 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 ' 1 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied (SEE DETAIL WP07) -.-: SELF -ADHERED FLASHING - - 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 +_-- �k = inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTsecure No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and �. cut, fold ri temporarily secure weather eat RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for a ' flashing installation MEANT TO SNOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 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 BE USED. 2 flashing and seal with tape 2 20 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing p p Y p Y Y p p p Y g (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW 1 SELF -ADHERED FLASHING Z0 1 SELF -ADHERED FLASHING , Exception: Where the barrier that is applied over wood -based sheathing has a water resistance - EXTERIOR DOOR WITH DECK SECTION A CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER water -resistive FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN 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 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMBNAIL BRAD FLANGED WINDOW oR EQUAL WEATHER. USE LIQUID ROOF CAULKING (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 EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY ° ° RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° SELF -ADHERED FLASHING, _ �� (BEFORE FOLDING, SCORE RELEASEADHESIVE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade. NS or greater for proper joint expansion and 4) SEALANT JOINT _ '� � ' WINDOW BUCK TO ° EXTEND A MINIMUM 6" AS SO WHOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK ° ° VERTICALLY FROM BOTTOM OF MA 714. The flashing hall extend to the surface of the exterior wall finish. Approved flash) g flashing in exterior walls shall comply with AA •n s e su A r �n s t, . ., z) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF ..- __ °THRESHOLD yM �shall be installed at the following locations: WINDOW FRAME ACROSS WINDOW BUCK WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 6) TOOLED SEALANT REQUIREMENTS . shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 rucons, or 1.1 The fenestration manufacturer's installation and flashinginstructions, for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 O 4 manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details AROUND, INCLUDING SILL. 2 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for SEAL TOPS OF JOISTS sloped DO NOT FLASH OVER BOTTOM NAILING 8 UNDER 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE ETAILKING WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING im SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. - -- --- __-- SHEATHING 5 5W here exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL ------------------- - -- Lath APPROVED SELF -ADHERED FLASHING sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL OVEDHOUSEWSHEATHING APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 /,- _ Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4' CEMENT PLASTER �iN v 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE A i I DOUBLE Q 2 ° _ e ° ° ° ° 1n 2 7/8" Cement Plaster "V" SEALANT SOCKET WITH o I I JOIST - °4 ° ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING SELF FLASHING Foundation Wall a d ° ASTMC926 in accordance with 3 -ADHERED 2 a ASTMC926 Felt backed metal - a ;: lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 with ASTMC1063 ,� Building Paper /�f Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING • ' • FOUNDATION WEEP SCREED ' Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF-ADHERED FLASHING 2x FRAMEWALL --- ---� Installed As Per Manufact. Specs. PRODUCTSDETAILS TILE FINISH STRIP OF SAF LEGEND i 1 SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only LU I I I BARRIER (WRB) - - - - 1 1 /2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > ! BOND BREAK WEATHER RESISTANT BARRIER - II BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020} ¢ 1 PLASTER ACCESSORY Sheathing Installed As Per 1= SF LATH SHEATHING,'OSB% PLYWOOD, DENSGLASS CN,�y Manufact. Specs. 1'4' PER PLAN z Ij I I: Detail Instructions Refer to the number marked as in each detail that corresponds to the 1 0 PER PLAN _ WRAP DP WRB ONTO I I� THE VERTICAL I I SURFACE TO TOP OF „ 1/2 Cementitious Cement Plaster Decorative Finish numbered items in the list o Instructions below: - I FLANGE AS AN AIR in accordance I I I II I BARRIER with ASTMC926 ®•®® All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU I 1 �I 3-1/2" INCH FLANGE m•®•® over wood 2nd ®®•° ® ' ® outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding - a 1 I •�� ® need to be miter laps 4" OR 8" CMU �� °d ° _ _ _- _- _- _- _- _- _- _- _- _- _- _- _- _- _ _- F 1= • ®, ®® cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ��- ° Z Z l I STRUCTURAL FRAMING °°®°®®• ®®, butt joints need to „ 'e ® ®®®°° 4. Split the release paper using the ripcord (Split release on demand,° -I-- FILL WITH GROUT\-F--] a 0- ¢ CL l� rl �,d P,� ;I STRUCTURAL SHEATHING �� ®•®•®® °® becaulked using • o ° ' F ® Stampede or sim. embedded in the adhesive layer) - for ease of installation and to . minimize scoring cuts ° a ° � LU \ PLASTER STOP THIS GAP IS A RESULT OF , NATURAL SHRINKAGE. i STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and p p p ° ° ° _ : W - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER ---- ---- 1 . DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° ° ROD & SEALANT DRIP SCREED PLASTIC ; y : I Minimum) ° SLOPED MUD BED I --I_ 4 ° ' 2 � ACCESSORY ii BOND BREAK WRB 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to a o I I a Lij J)j i w o ;; SF LATH . fit tight to a VINYL SHOWER PAN I A corner N g = Note: 8. Mechanically fasten as necessary ° °° �' ---------- '----------------- ' The building paper and metal lath must be SLOPE a i li - Cement installed over the top of the weep screed. ° ° ° - - ° PLASTER STOP Plaster Q CONTINUOUS BACKER ROD over block 4 Q 4 a & SEALANT 1 st floor 4 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ' SCALE: NOT TO SCALE N c� da v > W o C CO C� N � p t Vf m d as.c� •� o s 3 3 � N d� _ E a a CV CV 0 CV 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E 0 o R, V N N � o O00 C 0 r co N M0M Y/ N r� 'R S J QNM7 LL LL L- J Lr_ U- a =o Z N (O O 0 m Z LLw M 6 Q ZN O U < () to ❑ ❑ z N M 0 0 o � o - a � � M z U � 0 4-1 C (� w ° U OL11 o Ly N wd 'N v + J ) U W N U 'o N C U) Y Q m ®® N �� ti o W co¢ M J o z < E EU14 =oa < ze K Uo co 0 X U < 0 O E O N L a o <ZO ¢o az J W� a? (d Z W O cn< o� OJ <m i W �Z fn N 2. aOZ �w T U < ¢ I ¢ o W = F J o < w� o a� CIDO d 5 °3 .N O > Ln � c� co _ co O `CL U m L1 4-1 00 o Lid M N n o z Z E c @ d o U J �i Q c c a) JOB NO : 22-09402 SCALE : AS NOTED SHEET NO. WP1 N!etlrrtilssg bra-14'f1 s (12aLr�iti.n, +� 4-1t2'x4x 2-12' SKk Cross support ' (May be rut to W) S Andiut _SJ1Wule 414 sif Drilliry ^.# Screw. Ali Unit 111kottorn Wge ip�urrlrr Strap 1 �+ta hers ~. Tj Front Cross Support Seri-L,Dc rig Nuts (May becart tow) Left 8iC4Cet ('1faaki}. Seii-Dr61irr9 Sort 7i'ti a Bratm ",Cross Support lritin A/C Una Rattorr We i1'ypfc* 3 each sire for hurricane u � r I - t. t. S4-uuz: ummtlaraua ,aunt s.,sr«.sec lu.tetd.1 maids cb 14tividCoac Air ralaec. Rai prai;tt{?ft}x ?i�t I'Whibtc "Ja CegtuJt C049 7Ygz VI Manufacturer ARl-atbn 2020 Smart Vent Products, Inc. Category: Structural Components Subcategory: Products nlroducedasa Recullaf New Tachnology Compliance Method: E,relualim Report Dom a Flodda Regislerod Architect ova Licensed Florida Professional Engineer fL#3822-RB Praductir Sao # Protlud Model. Number a Name 1 B.a', a Model#1540-510 2 Smedvent Modal #154o-511 3 SmadVent Modal#1540-820 4 9mertVent Model At 54D521 5 Smarivent Model#154D-.524 6. SmarlVent Madeltl1540-570 Smam/enl Model#7540-574 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail It a Cora act End a..1%Llcense Vag dated By Michael Graham Hermes F. Norero P.E- Locke Sb,fden P.E, (677) 441-8364 PE-73773 (334) 300-1800 InfoMsmartvent.com Product Descrmtion Dual Function Flood and ventilation Vent Dual Funcilcn Flood and V-Hatton Vent Insulated Flood Vent nsulated Flood Vent 16&quo; Gamga Door Rood Vem Wood Well Insulated Flaad Vent 14a&quoGa; rage poor Flood Vent Page 1 or 1 I zJ1612021 pate .Date Date Pentllno Date voodixed: submitted File Approval Aild atus 12n812020 12(1612020 120r)12020 Approved Quality Assurance Approved for Use Approved for Use 1111i pplilil Contract Exolraito" Data In HVHZ Dutsitle HVHZ Re Blatant Pr ssura 12r37Q023 Yes Yes N/A +1001-100 IZ3112023 Yes Yes N/A +1001-100 i 2J312023 Yes Yes NIA -1001-i D0 17131n023 Y. Yes NfA +1001.100 12131=23 Yes Yes N!A N;A 12f31J2023 Yes Yes NIA +t00F1DO 12GIIJ2023 Yes Yes N/A NIA Flo Fide Department of Business & Professional Regulation Page 1 at Building Codes and Standards 1114171l Product Approval Application Detail Code Enim or Date V.I. Date Pendlnd Data Tea Version Manufacturer Came. Foran.ar&U-mie Validated 9v Valil lI submitted FBC Ao o-I Approved SlA Revision 2020 Drexel Metals, lac. Jason Shumato .Zachary R. Plied Locke Boxden P.E. 0811OM20 08MR12020 D8 WZ020 10113202o App,paad Category: Roofing (502) 303-1511 PE-74021 (334j 300-1800 Subcategory: Metal Posting ishumata@dm,md.cam Complhance Metnod: Evaluation'Repon from a' Florida P_ gl tered Amialled ora Licensed' Florida Prefers s tonal Engineer .64*1h,Re product5t Pull Assurance Approved for Use Approved for Use Impact Dealan Sad:#. Product Model Number or Name Product Description COr1h.CLExpi001110 a Date In III Outside ri ResistantPressure Sy 1 ore%el Mdel Roofing stems DMG 100NS, OMC 15058, DMC 1�55, DMC 200e. 12/31f?w, Yes, No NA 104-180 DMC5V Florida Department of Business & Professional Regulation Page 2of4 Building Codes and Standards 1/252022 Product Approval Application Detail Code: Entityor Data Date Data Bending ,Date Type Version Manufacturer Contact Engineer$ License Validated By Validated Sub. ittetl. FBC.Approval Approved Status Revision 2020 Therma-Tru. Corporation Steve Jos arson L:ndoMSchmidt P- F. Ryan J, King, P.E. 04MB2021 1W31,2020 U47222021 06J2021 Approved Cat¢gry Exterior Do.. (800) 8437628 PE-4(83) 767-655 Subcategory: NSIMn mg Exterior Donr Assemlp es sjapers n thermatru:co � Compliance Method Evaluation Raportfr,m a m Flerida Registered Architectora License! Florida Professional Engineer F1.oZ4GrIl Products - Quality Assu ranee Approvedfor Use gpprovetlfor Use Impact Delsion Seat Product Motlel.Numberor Name Prod uct Description Contract Exrilration Date in HVHZ Outside HVHZ ResistantPressure 1 a.Therma-Tru Fibar-Cl assic and Smooth -Star Nominal 8'8&quct;lmpact" Opaque 1213112n,I No Yes Y.A. NIA Composite Edge Fiberglass Single Door (Inswingfoutswing; X configuration) 2 b. Therm -Tru Flber-Classlc and Smooth -Star Nominal 6'8 &quad mpact&quot Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sdelite(s) (Insvnng/Outsvnng; XO; OXor OXO configurations) 3 a Therma-Tru Fiber -Classic and Smooth -Star Nominal 68039;8 &quotlmpact&quilt Opaque 12131J2022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without Sidelites (Inswin9fOutswing XX or OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star" Nominal 8'0.&quotlrnpa0t&quct; Opaque 1213112022 No Yes Yes NIA Composite Edo a Fiberglass Single Door s 9 g (Insv4nglOutswing Xmnilguratlon) 5 e T erma-Tru Fiber -Classic and Smooth -Star h. of r Nominal 88#39'C & not lm act& not Opaque ,. 9 P 9 12nl=22 Arc Yes Yes NIA 'Composite Edge Fiberglass Single Dos with Sideliro(.) (I F_Ang)OutaA as. XO, OX or OXO confi umilons g ) 6 hTherma-Tru Fiber -Classic and Smooth -Star Nominal 8'0&quotlmpact&quot Opaque 12/31/2022 No Yes Yes NIA Composite Edge Fiberglass Double Doory th or without Sidelites (Inswing/Outsw ng' XX.orOXXO canfig,mitions) 7 g. Therma-Tru Fiber-Classto and Smooth -Star Nominal W39:8 &quotlmpact&quot Glazed 12131=22 No Yes Yes NIA Composite Edge Fiberglass Single Door iln - grOutswing X nfigumboo) - 8 h.Therma-Tru Fiber -Classic and Smogth-Star Nominal 6'8&quo;I"ctAa Jbt; Glazed 1213112022 No Yes Yes NJA Composite Edge Fiberglass Sire le Door with Sdelite(s) (Inswng/Outswrg; XO, OXor OXO configurations) 9 1 Therma-Tru Fiber -Classic and Smooth -'Star Nominal 6'8 &quotlmpact&quot, Glazed 12131f2022 No Yes Yes NIA Composite Edge Fiberglass Double Door Win or without Sidelites (Inswing/Outswmg:.XX or OXXO configurations) 10 j Therma-Tru Flber-Cl... Ic and Smooth -Star Nominal 8'0 "lrnpact" Glazed 1213IM22 No Yes Yes NfA Composite Edge Fiberglass Single Door (I"Wrigf0utswing; X conliguration) 11 R.Therma-Ton Fiber-Classe and. Smooth -Star Nominal 8&#39,0&quotlmpadt&quot Glazed 121312022 N6 Yes Yes NIA Composite Edge Fiberglass. Single Doerr with Sidehte(s) (I nevA ngfOutsyn rig; XO OX or OXO conflgurailcns) 12 I,Therma-Tru Fiber -Classic and Smooth -Star Nominal8'0&quotlmpact8qugi Glazed IV312022 No Yes Yes NfA Composite Edge Fiberglass Double Door winor without Sidelites Inswing9 fOutawri KXor OXXO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&0g;8.& not rn act8 not Glazed Molded 9 p q 121312022 No Yes Yes NIA Cpen Composite Edge Fiberglass Single. Door (Inswing/Outswingi Xconfiguration) 14 n, Therma-Tru Fiber -Classic and Smooth -Star Nominal Eil &quotlmpact" Glazed Molded 12/312022 Me Yes Yes NIA Open Composite Edge Fiberglass Single Door Wth Glazed Molded Open Sidelits) (Insvdrrgl0utswing; XO, OX or OXO confg..U.ne 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 5'8 &quotlmpact" Glazed Molded 12r312022 No Yes Yes NIA Open Composite Edge Fiberglass Double Door Mth or ,khout.G lazed Moided.Open Sidelites lnswrig/Outswil XXor OXXO configurations) 16 p. Th.r -rm Fiher-Classic and Smo iih-Star No anal 6&IX39;8 &quotlmpact&quat Opaque 12131f2022 No Yes Yes WA Composite Edge Fiberglass Single Dog, ,in Molded Open Sidelites) (Ins 4ngJOuta AFg; )(O, OXor OXO configurations) 17 q, Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'&&qugt;lmpact" Opaque 12)312022 No Yes Yes NIA Composite Edge Fberelass Double Doc, with or vhthout Glazed Molded Open Sidertes (InsWrlg/OuNwing, XX or OXXO mnirgurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page1-oF1 1FV2021 -_ 1__ L.W.. E'a.- Code Entity nr DIV e Date Date P-dina Dah, Type Version Manufacturer Canlact Eminaer I License Validated By Validated Submitted PBC Approval Approved Status Revision 2020 PGTndustri- Jens Rcs rod MI-i-Dntle ECCO-CER h5emi-Dede BCCO -VAL 11JAM20 ID(26f2020 11/2472020 Approved Category: Exterior Doors (941) 4BE-0100 (786) 315-2590 SubCalegary, Sliding Exterior Door Assemblies Janowski@pgtindulaes,c Compiler- Method: Certificebon Mark' or Listing ora FL#299'-Rffi3 Wcducts: , Quality Assurance Approved for Use Approved for Use. Impact Deslon E." Product MorN dal. Number ame. Pruct odDesolation CoMracl Expireflon.Dat.a in HVHZ Dutsida HVHZ Resistant . Pr cure 9 9G0.5670(Large.III Impact) vinyl Sliding Glass Door 04H1 2021 Yes Yes Yes NA May 27, 2022 PRODUCT APPROVAL EAIFI" TIRO SHEET (202 ) . - • • net listed below if As required by Florida Statute ��. and Florida Administrative Code 9B �, please provide the information and approval numbers on the building components � � led they will be utilized on the constriction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NO -IMP T) FI 90461.1 +67.0/ 7,0 psf 12/31/2022 ThemiaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 + 7.0/- 7.0 psf 12131/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80,0 psf 12/31/202.2 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 PSf 1213112024 PGT Series 5570 NOA 21-0205,03 +38.71-38.7 psf 4/14/2026 C. SEC11ONALL Wayne -Dalton Series 8000/8100/8207 #110 (8 7) FL8243.3 +31.01-35.0 psi 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33. psi 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16 7) FL8248.11 +34.41-3 .3 psi 12131/2023 ,may � LOUVERED D R S DM METALCurries C Des' Division of Inc n r 607.707..727,747 and 847 Single Pairs of Doors r r r s g FL11537..A NIA see rust s'ht �. � 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 101812023 PGT Series- 5500 FL239..2 N/A 7/30/2025 B. HORIZONTAL SLICED MI Windom and Doors Series 188 FL15351.1 +55a0/` 55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0f-60.0 psi 41312023 PGT Series 5520 FL243.5 NIA 413012025 D. MULLION MI Windom and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L261.1 NIA 5/261202 a E. OTHER 3e PANEL 'i ALL _ James Hardie Building Prod, Ce Ink La Siding send HardiePlank La Siding rap a p i g p g FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 75.01-75.0 psf 1213112023 Alpha Aluminum, Inc, Solid an Vented Aluminum Soffit S d d rt A m FL16 44 R5 5 +54,21-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALLT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlaytment FL12328 NIA 612912023 Ply►glass USA, Inc. (for Tile Roof) POLYS11CK TU MAX FL5259 NIA 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Of Ridge Vents FL16918.1 - FL16918.4 NA 919I2026 Florida Fetal Productst, Inc Vent RV10 FL21580.3 DUAL 12131/2024 Lomancot Inc A-4 X Vent D E .bust 'fie FL 720 ..1 1 2 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES B oral Tile Villa 900 F L7849.27 - FL7849.28 NIA 12131 /2025 B oral Tile Saxony 900 F L7849.16 - FL7849.20 NIA 12131 /2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SSt DMC 175S, DMC 200S1 DMC 5V FL17679.1 +01-180 12131/2025 5. SHUTTER; A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters 8t Glassy Galvanized Steel Storm Panels FL17869.1 NIA 12131/2022 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ DSP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITT Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA, 12131/2024 MiTek Industries, Inc. Truss Plates FL2197..1 - FL2197m5 NIA 1213112022 C. ENGINEERED CLIMBER Weyerhaeuser �1leyerha 4m Board LVL PSL LSL t F , FLL6 - 2 5 7. 1 - FL6527, 5 NIA 313112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/2512024 rst that a time of inspection of these ducts the follo in infoormation must be The products listed below did not demonstrate product approval at plan review. I understand h at the t p n pro g available to the inspector on the Jobsitel 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Pagel 013 Building Codes and Standards 1/25no22 Product Approval Application Detail God. EntrYV or )jaje Date Date Pend l no Date Twe Versio Manufacture 0ontac Engineer &Ucell Valldated By Validated Submitted ROO Approval Approved Status Revision 2020 Thera-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E Ryan J. King, P.E. 0712312020 07112J2020 0712W2020 10/130020 Approved Category: Exterior Doors (900) 843.7628 PE-4340P (813) 767-8555 SubCategory: S+ninging Exterior Door Assemblies sJasperson@thermotru.co Compliance Method: Evaluation Report from:a ro Florida Registered Archbectora Licensed Florida Professional Engineer PL#20470 R3 Produota, - Quality Assurance Anomvedforuse Approvedfor Use Impact Design Sing Jl Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a.Therma-Tru Fber-Classic and Sma,th-Star NOrna10'8&quotlmpact&quot Opaque 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Inngl0uswi g Xconfiguralon) 2 b. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:6 &quotlmpact&quot Opaque 12J3112022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Door with Sdelite(s) {Inswng Outswrlu: XO, OXor OXO configurations) 3 a Therm.-Tru Flber-Classlc and Smooth -Star Nominal e6#39;6 "impact&quof Opaque 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doorwlth or Wthout Sldelitas (Inswing/qutri, Ning, XX or OXXO configurations) 4 d. Therma-Tau FibenClassic and Smooth -Star Nominal8'0 &quotlmpact&quot Opaque 12J312022 Yet Yes Yes NIA Composite Edge Fiberglass Single Door (InsvnngfOutswing, X Configuration) 5 e. Therma Tru Fiber -Classic. and Smooth -Star Nominal8'0 &quetimpact" Opaque 12/31/2022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Doorwith Sideline{sl (InswAnglOuhs rang: XO, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth --Star Nominal 88#39,0 &quotlrlrpact&quilt Opaque 12J31f2022 Yes Yes Yes NIA Composite Edge Flberglass Double Door Wth or vAhout Sidelites (Inswing/Outswing; XX or OXXO config-at'ans) 7 g. Therma_Tru Fiber-Classfc. and Smooth -Star Nominal 6&439;8 &quotm pact&quilt Glazed 12J31)2D22 Yes Yes Yes NfA - Composite Edge Fiberglass Single Door (Inswing/Outswing; XconfiguratioN 8 h. Ther irl Fiber -Classic and Smooth -Star Nominal8&#39:8 &quotlmpact&quc[ Glazed 12t3l/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Dw ,vith Sdelite(s) (InsvJng/Outewing; XO, OX or OXO configurations) 9 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:8&quoF,lmpact&quilt Glazed 12/3112022 Yes Yes Yes NI Composhe Edge Flberglass Double Door Wth or Wthout Sldegtes(Inswing/Outeving XX or OXXO :configurations) TO J. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 &quotlmpact&quilt GI.ed 121312022 Yes Yes: Yos. NIA Composite. Edge Fiberglass Single Door (In-AngJOut-Ing, X configuration) 11 I, Therma-Tru Fiber -Classic and $mouth -Star Nominal 8'D.&quctimpact&quot, Glazed 121312022 Yes. Yes Yes NfA Composite. Edge Fiberglass Single Doors nth Sidefil (InswrigJOutsw rig: XO, OXor OXO configurations) 12 I, Therma Tru Fiber -Classic and Smooth -Star Nominal 8&09;0 "lmpad&quok Glazed 12J$112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doorwith or Wthout Sidelites (Inswing/Outsv4ng, XX or OX)(O configurations) 13 m. Thera.Tru FbW-Classic and Smooth -Star Nom1n216&#3S;8 &quotlmpact&quilt Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door Wth 8.quot;Non-Impact" Sldellta(s) (InavAng/Outsv in9; XC, OX or CXO oonfigurations) 14 n. Therma-Tru Fher-Classic and Socooth-Star Nominal 6&#39,8 &quotlmpact" Opaque 12131r1022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with "Non-Impact&quot: Sidelites (newriglO9teW rig; OXXO configuration) 15 rm o. Thea-Tru Fiber Classipand Smooth -Star Nominal 8'D &quotlmpact&noon Opaque 12131 J2022 Yes Yes Yee NIA Composing Edge Fiberglass Single Door 4th "Non-Impact&quot 'Sidshte(s) Qnswing/Outswing, XO OX., OXO ccrdig urations) 15 p. Therma-Tru Fiber -Classic and Smooth -Star Neminpl8&#3RID &quotlmpact&quot Opaque 121312022 Yes Yes Yes NIA Composite Edge Fibergiass Double Door With "Norolmpact&quilt; Sidellies (inasmngiOut-Ang.; OXXO configuration) 17 q.Therma-Tru IT bar -Classic and Smooth -Star Nominal 6'8 "Non-Impact&quot :Opaque. 12J312022 Yes Yes No NIA Composite Edge Flberglass single Door (Inswingloutswing; Xconfiguration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 04#39:8 &quokNon-Impace6quot Opaque 12131 f2022 Yes Yes No NIA Composite. Edge Fiberglass Single Door with Sidellte(s) (ImstMng1Qutawing; XO, OX or OXO configurations) 19 s. Thermal-Tru Fiber -Classic and Smooth -Star Nominal 6'8" Nun-] mpact" Opaque IW3112022 Yes Yes No NIA Composite Edge Fiberglass Clout bl. Door with or Wthout Sid Jites (InsvAnglOufsnng; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal8'0 &quot Non-Impacd&quot Opaque I2J3112022 Yes Yes No NIA Composite Edge Fiberglass sngle Door (In-ir,g/Ortsvdng; X configuration) 21 u.Therma-Ton Fiber -Classic and Smooth -Star Nominal 8&#39:D&quob Non-Impact&quot Opaque 1213112022 Yes Yee No NIA Composite Edge fiberglass Single Door with Sidelte(s) ilnsvvaolOutswng: XO, OXor OXO confiouratlonsl 22 v.Therma-Tru Fiber-ClassicandSindoth-Star N ina18&439;0 &qudt;Norvlmpad&uoi; qOpaqua 12131/2022 Yes Yes No NIA Composite Etlge Fiberglass Double Ooor vAth or Wthout Sidelites (InswingJOutswing. XX or OXXO configurations) 23 w Thermo-Tru Filar-Clasa,t and Smooth -Star Nominal 0'6 &quctNon-Impact" Glazed 12I3112022 Yes Yes No N/A Composite Edge Pi bergiass Single boor (I nswmg/.11swing Xoonfiguration) 24 x, Therma-Tru Fiber -Classic and Smooth -Star Nominal 08i#39:8 &quint Non-Impact" Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with - scielhe(s) (Inswing)Outsvdng; XO. OX or OXO .configurations). 25 y-Therma-Tru Fiber -Classic and Smooth -Star Nominal8&r739;8&quct;Non-Impact&quilt; Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double OoorwAth or vAthout Sidelites (Inswing/Outswing; XX or OXXO configurations) 26 z. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'C&qu.tN6n-Impact".Gxzed 12131J2022 Yes Yes No NIA Composite Etlge Fiberglass Single Door (Inswng/OdEwing; X configuration) 27 a.. Therma-Tru Fibar-Classic and Smooth -Star Nominal 8039:08quotNon-Impact&quot Glazed 12131f2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sddite(s) (Inswing/Outsv¢ng; XO, OX or OXO configurations) 28 zlu Thera-Tru Fiher-Classic and Smooth -Star Nominal 8&#39:0&quot:Non-Impact".Glazed 12131/2022 Yes Yes No NIA Composite Edge Flberglass Double Door Wth or vAthout Sidelites (Inswing/Outswing; XX or OXXO configurations) Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 cf 2 11572D21 Cue Entity Date Data Date Pearino M. Toe Verson Manufacturer Contact End ... r&Liwnsa Validated Br Validated submitted FBCAo -I Aoomvatl .status Reusian 2020 MI Windows and Doors Brent SitInger I Roberto Lomas Steven M. Urich, PE 10,06J2020 10/08no20 10/19n[l20 12J15f2020 Appr-d Category; Exterior Dears 1717) 385-3300 PE62514 (717) 317-a454 Subcategory: Sliding Exterior Doe Assemblies bsitlingerfmNM-cam Compliance Method: Evaluaam Report from a Florida Registered Architect ora Licensed Florida Prdessbnsl Engineer FLd#t5132A8 Prouucts .. QUNIty Assurance Apnrovedfor Use Approved for Use Impact Design sea H Product Model Number or Name Product Deacrlotlon Contract Ezolrntlon Dale In HVHZ -Outside HVHZ Resistant Pressure 1 SERIES 420ALUMNQM SGD SERIES 420 ALUMINUM SCD OXO 12l31/2024 No Yea No NA 145114&quotx80" NON -REINFORCED 2 SERIES 420 ALUMINUMSGD SERIES 420 ALUMINUM SGD OX.XO, XX 12f3112C24 No Yes No NJA 96&qu d;x80&quilt h1CN REINFORCED 3 SERIES 420ALUMINUMSGOR©NFORCEO SERIES 420 ALUMINUM EGO REINFORCED OXO 12P31P2024 file Yas No tl/A 145.314&quot"96&q uot: 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED.OY '1MV2024 No Yes No N/A XO, XX 96&quot:x96&quota 5 SERIES 420ALUMINUM SGD REINFORCED. SERIES 420 ALUMINUM SGD REINFORCED XXX 12f312024 No Yes No NIA 143&quotx96&quo: Florida Department of Business & Professional Regulation Page 1 a2 Building Codes and Standards 102021 Product Approval Application Detail Carle EnfiN or jDate We Date Porall not. e Version Manufacturer Contact ! Engin& Donse ValieBy VNidatad Suhrr _tl FeCAdoroval d Approved t ReNsidn 2020 Wayne -➢align, a diNsion:,f Ovarhard Do., Dwayne K-1xh John E. Scales JeffreyP Arneson, P.E. 10l120020 09292020 10012020 12/16/2020 Approved Corporation (3301763-8121 P&51737 (904)821-5200 Cate9 ry: EMarior Doors diromish@wayne-detorl SubCategary: Sectional Exterior Ddor Assemblies ora Compliance Method: Evaluation Report from a Floods Registered Architect or a Licensed Floods Professional Engineer FW8248-11120 Products Quality Assurance Aooravad for Use Aoor... d for Use lmoad. Ds-;ge sea Product Model. Number or Nama Product Description Contract ExnlrMlon Date in HVHZ Outside NVHZ Re ant Pe???r. insure 3 600o/81D018200#1105 g8#39; Iwidth. 14' Max height. Glazing 12/312023 No Yes Yes -31.001 ayAtabler In lap or lnterneiates clgn 10 8000l8100/8200 #1123 i6' Max widm, 148#3e; Max height. Glazing 121312023 No Yes Yes +30,00J-33.50 availab,. h lop or intermediate sedica 11 80001810016200#1124 169#3e: Max width, 148#39: Max height Glazing 1213112023 No Yes Yes +34.401-38.30 available In top or Intermediate section, Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 115/2021 Code early or pate Date Date Pending Data Tvoe Version Manufacturer Contact Engineer&License Validated By Validated Submitted FBCAoemval Approved Status Revision 2020 Curries Division of AADG. Inc. Tom Rattay UL LLC Tray Bishop, P.E. 12J1012020 12IOlUO20 1221/2020 Approved Category; Exterior Doors t641)494.2813 954)947-0880 Subcategory: Exterior Door Components tan.redeyQasseehloy.co Compliance Method: Certification Marti Cr Listing m F1#1d537d15 Products : Quality Assurance Appravedfor Use Approved for Use Impact Design Sao# Protlud Modal. Numpe rName P,dud Desurkfta Conbad Expbatmn pate 1n HVHZ Cubic, HVHZ aR sistant 1111re 1 607, ?97, 727, 747. 757 777,.. and 847 Singleand Fair, of Flush GI92ed and Louvered eingle and pair, of - 12f31 r2025 Yes Yes Yes N/A - Doors hollm metal doors, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 I F=21 Coda EMI or Data Date Date I'andlna Date Tyne Vemlon Manufacturer Contact Enalneer& License Validated By Validated Submitted FRO; Aggmval A,nr,vad status Ra,AaI 2D20 MI Wlndovsand Doors Brent 8411ilger American Architedural Steven M. Urich, PE I ill72D20 11 t172020 1127/2020 Approved Category: lAindows (717)385-3300 Manufacturers Assccietion t71?)317-8454 SubCategory: Single Hung hslHingerQmI.d cam Compllanco Method: Certification Mark or Listing Queiyy Assurance Aoomy.cl far Use. Aopraved for Use lui lesion ,Sea :A Product Model Number or. Name Product Description Cov aJi Explratlon Date I H outside. HVHZ Resistant reu. 2' 195 SH 52x72 FIelFlange Frame IG/SG Single Hung 1 pl082023 Na Yes Na +607-60. Laminated Glass O N 'O > U Qi _O� 0 0 �� {� 'v �J 0- ^^11 ) � -0 CZ O c U) O 0 O L O W O LL �_ E Q, 0^ ^Y L F- -a .- W E Z Z W J C-A C� O V ® %�1 ♦� CP O Li [1 .� co �. Ewa N r0 •N O a- at +r C G IY •; R V s9 d rt R E v to e� t� z C/i^) v I _ O L 0 0- O W V M H O I..I..l r� W z J Z Q __J SHEET NO. PA 1.0. r;. .. a.•f ya (a 4�l:•)<:� r�tth i. °b� .a'� r. !;'• '' t _:. �, z °t 33 r°< ys-'.3;3 .sv S. ►y- • �, x> ,. �- . ,,-:.:, s=�:,.��•: �1:. �. t ., � r L g e 1`p?... . ,1..Cs s � r 1, 1 I_ -' : t° tr..csn.,1 , Florida Department of Business & Professional Regulation Page 6.to Building Codes and Standards 125eD22 Product Approval Application Detail Cof, .. ... _ Entiri or .. V ..... .. Date Date Date Pending - ,. Data . Tvoe Version Manufacturer Contact Engineer:&License Validated av Validated Sulam load FBC Approval Approved Status Revision 2020 Therma-Tru Cor poretion e Lyndon - St.-Jas p rson ynon F Schmidt midi, P.E. Ryan J. King PE. 1010712021 09118f2021 10/13/2021 12115J2021 Approved Category: Exterior Doors (800) 843-7620 PE-43409 (813) 767-6655 Subcategory: Swinging Extenw Door Assemblies ejasperson@thermalru.co Compliance.Method Evaluation Re tiroma in.par Florida Registered Architect or a Licensed Florida Professional Engineer FL40461-RR lerodlfetS Duality Assurance Aporoyadfor Use Anorovedfbr Use Impact Desian Seq# Product No del, No. bar rName Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a Thermo -Ton Fiber -Classic and Smooth -Star Nominal 6&#398 &quotNon-Impact&quot Opaque 12131f2022 No Yes No NJA Composite Edge Fiberglas Single Door (I newinglOutswing; Xconfiguration) 2 to Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 &quotNon-Impact" Opaque 12)31/2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sideliter(s) OnsvdnglOuteswrig; XO, OX or OXO cofg -ions) 3 c. Tnermi Fiber -Classic and Smooth-Stor Nomnal 6&939;8"Nomdmpapt&quot Opaque 122V2022 No Yes No NJA Fiberglass Composite Edge Double Door with or Without Sidelines (I nsvving)Outswrng. XX orOXXO configurations) 4 d, Thermi Fiber;Classic and Smooth -Star Nominal 7&939;0 "Non-Impact&quot Opaque 1VW2022 No. Yes No NIA Composite Edge Fiberglass Single Door (InswingirOutswing; X configuration) 5 e. Themra-Tnu Floer-Classic and Smooth -Star Nominal 7&939;D&quotNon-Impact&quot Opaque 12l3112022 No Yes No NIA Composite Edge Fiberglass Single Door with Siddiil (InSwAng1Oumwng. XO. OX a OXO configurations) 6 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0"Non-Impact&quot. Opaque 12131Q022 No Yes No NIA. Composite Edge Fiberglass Sing le Door (InsivinglOutswing;. X configurabon) 7 g, Therma-Tru Fiber -Classic and:Smooth-Star Nominal B'04quotallon-Impact" Opaque /213112022 No Yes No. NIA Composite Edge Fiborglese,Single Door tMth Sidelho(s) (Inswing/outevdng; XO, OX a, OXO configurations). 8 h. Therma-Tru Fiber -Classic and'Smooth-Star Nominal 3&939;Q"Non-Impact" Opaque IN3112022 No Yes No NIA Composite Edge Fiberglass Double Door with or Without Sidafltes (Inswing/OutsMngl XX or OXXO configurations) 9 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 &quotNon-Impact&quot Glazed 1213112022 No Yes No NIA Composite. Edge Fiberglass Single Door (Ins urg(Outseving;:X configuiahon) 10 j.Therma-Tru Fiber -Classic and Smooth -Star Nominal :6'8&quotNon-lmpact&quot,Glazed 12/3112022 No Yes No NJA Composite. Edge Fiberglass Single Door with 31de]de(s) (lnsvnng/DutsWing; XO, OX or OXO Configurations) 11 k Therma-Tru Fber-Classic and Smooth -Star Nominal-5'8&quotNon-Impact&quota Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Doubt& Door with or without Sidellfes (Inswing/Outswing; XX or OXXO configurations) 12 L Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0&quotNon-1 mpact&quot Glazed 12131 M22 No Yes No NIA Composite Edge Fiberglass Single Door - (Inav,in9lOutswing; Xconfiguration) 13 m. Therma-Tru Fiber -Classic and Smoofh-Star Nominal 7Y0"Non-Impact&quot: Glazed 12J31Y2022 No Yes No NIA Composite Edge Fiberglass Sing le Door with Sideiite{s) tl newinglOutsvving','XO; OX or OXO configurations) 14. n, Therma-Tru Fiber -Classic and Smooth -Star Nominal.8&#39c "Non-I mpa4t&cfi Glazed 12131J2022 . No Yes No NIA Composite Edge Fiberglass Single Door (liewngfoutswing; Xconfiguration) 15 o. Therms -Ton Fiber -Classic and Smooth -Star Nominal-8'0&quotNon-Impact&quota Glazed 1213112022 No Yes No NJA Composite Edge Fiberglass Single Door vdith Sidelde(s) (Inswing/Outs rig:X0. OXor OXO configurations) 16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal-6&#3g;0 &quotNon-lmpact" Glazed 12/31/2022 No Yes No NJA Composite Edge Fiberglass Double. Door with or without Sidelites (InswingfOutsemg; XX or OXXO configurations). 17 q: Therma-Ton Fiber -Classic and Smooth -Star Nominal s8#39;6 &quotNon-Impact&quot! Opaque 12/3V2022 No Yes No NIA Composite Edge Fiberglass Single Door With Transom (ftiswinglOutsvdng; OrA configuration) 18 r.Therma-Tru Fiber-ClaasicAndSmooth-Star Nommal6Y8&quot,Non-Impact&quot Opaque 12f3112022 No Yes No NIA Co. pasite Edge Rb.gl Single D"orwnth Sidelde(s) and Transom (Inswn g/0 tsung; G1X0'. 0/OX or 01OX0 configurations) 19 s.Therma-Tru Fiber -Classic and Smoeth-Star Nominal 6U$9,8&quot,Non-Impact8quot Opaque 12/31/2022 No Yes No NIA Composf[e Edge Fiberglass Single Door with Sidelil(s) (lnswan9JOutsvdrka XO, OX or OXO Continuous Head and SIII configurations) 20 t.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0"Ncn-Impact8quot;. Opaque 12i3l/2022 No Yes No NIA Core site Ede Fiberglass Single Door .Po 9 oo A 9 SidelRe(s) (Insvvng101rtswing;.XO, OX or OXO Continuous Head and Sill configurations) 21 u. Therma-Tru Flber-Classic Ono Smooth -Star Nominal 6&939 8 &quot Non.Irvd,a3quoYGlazed 12J31r2022 No Yes No NJA Composite Eggs Fiberglass Single Door with Sldeifte(s) (I nsMng/Outswing; XO OX or OXO Continuous Head and Sill rlonfigurationat 22 v. Therml Frber-Clessicand Smooth -Star NOmmal.B&#39:0&quotNon-ImJcaIX&quot Glazed 12l31f2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sldeltte(s) pnsvAnglOuts Ang; XO, OX or OXO Continuous. Head and SIII configurations) 23 w. Therma-Tru Fiber-Classioand Smooth -Star Nominal 5&#398 "Non-Impact&quot Opaque 122U2022 No Yes NO NJA Composite Edge Fiberglass Door Panels with Vented Sidelde(s) {InsvnnglOwtawing; XX XXX or XXXX configurations) 24 x Therma-Tra Fiber -Classic and: Smooth -Star Nominal 88#39;0 &quotNon-Impart" Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented S dlelite(s) (I nsvangi0utswing; XX XXX or X)= configurations) 25 y. Therma7ru Fiber -Classic and Smooth -Star Nominal 6&939;8&quotN.,4mpe&&quet: Glazed 1213112022 No Yes No NJA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) QneWnglOutswing; XX :XXX or XXXX dnflgurau.ns) 26 .Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0"Ngn-ImpacE&gJct.Glazed 12131f2022 No Yes No NIA Composite Edge Fiberglass Door Panelsvdth'Vented 5ida]ll (InsWng1Qute,vvrn9; XX XXX or XXXX configurations) 27 za:Therma-Tru Fiber-Clessic and Smooth -Star Nominal 8&#39:8"Nen-Impact"•Glazed 1213112C22 No Yes No NIA Composite Edge Fiberglass'engle Door with 39939;0 Sidelite(s) (Ins itplOutswing, XO OX or OXO configurations) 28 m.Therma-Tnl Fiber -Classic. and Swath -Star Nominal6B&quotNon-Impact&quota Glazed 12J3112022 No Yes No NIA Composite Edge Fiberglass Double Door Wlh 3&#390 Sldelites (InsvnngeDuts Ang; OXXO ' configuration) 29 zc: Therm-Tru Fiber -Classic and Srnocth-Ste., Nominal 84k#39;C &quotNon-Impactaquot;'Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with 38#30;0 Sidelibgs)(I nswingloutswing; XO, OXatOXO 30 ad. Therma-Tru Fiber ClassiG.and Smooth -Star configurandns} Nominal &&#39:t7.&quet:Non-Impact&quct;. Glazed 1261:72022 No Yes No NIA Composite Edge Fiberglass Double Door With 3&#39.0 Sidelitss Inswln9 fi0utswnn ' OXXO g configuration) 31 as. Therma-Tru Fi s,.Classic and Smooth -Star Nominal 7'0 &quotNon-ImpacMquot Shaker 12/31/2022 No Yes No NIA Series Composite Edge Glazed Fiberglass Single Doorwifh or without 1&439;25delile(s) (InswanglOutswing; X OX, XO.fOXO dnfigurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#15259-R31 Code arty or€ Date 92tQ Date Status Type Version Manufacturer Contact ngi eer Validated By, Validated itted Pending. App or 1t Approved 2 20 License Q ce Revision POLYGLADS USA Maur AI rt Y� pe John W. 101 01 20' 26/2 20 1 22120 FBC t7 2/1 1,0 1 5 2 20 Category: Roofing S9542351330SFinal pert@polyglass.cam Robert Nieminen Knezevich; PE &Roroval Subcategory: PE-59168 (954)772.6224 11/01/2020 UnderlaY ments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5269�R37 Products guality.A"Loara Approved for Use AAto, ed to use Impg1 Ii Seq# Product Diodel, Number or Name Product 11-cri-' idn Contract EXpiraiden in HVHZ Outside HVHZ Resistant Pressure Date 1 Polyglass Roof Undertayments Rooting undedayments 10/21/2022 No Yes N/A +WAI-622S 1 Polyglass Roof Undedayments(HVHZ) Polyglass roof underlayments for use in FBC 12J23/2C23 Yes No WA NIA HVHZ jurisdictions. 2 Pal lass Roof Underla. merits (non-HVHZ) PoI lass roof underlayments, for use In IW2312023 yg Y ( ?) yg Yon No Yes WA +. /A1-GZ25 N FBC npn-HVHZjurisdictions . I Polyglass Roof Undedayments(HVHZ) Polyglassroof underlayments for use in 1`13012123)2UG Yes No NIA N1A HVHZ luriediettons. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof underlayments, for use In IW2312023 No Yes NJA -WA1-622.5 FBC non-HVHZ jurisdictions. 1 Polyglass Roof Undedayments(HVHZ) Polyglass roof underlayments for use In FBCf2J23/2023 Yes No NIA N/A HVHZlions. 1 P 2 Polyglass Roof Undedayments(na1NHVH74 Polyglass roof underlayments, for use in 1Zl23J2023 No Yes NIA -14W 622.5 FBC non-HVHZ jurisdictions. Polyglass Roof Underla ments (HVHZ) Polyglass oof underlayments for u e In r 12123J2023 1 yg y ( H jr s BC Yes No NIA NIA HVHZ jurisdictions. 2 Polyglass Roof Underielyments (non-HVHZ) Polyglass roof underlayments, for use In 12r23t2023 No Yes NIA eNW G22.5 FBC rmn-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel all Bullding Codes and Standards tlsr2021 Product Approval Application Detail Code n r Entity , D31e Date Pending Date Noe Version Manufacturer Contact Engineer a License Validated By Ivatdeted Submltte- FBC Approve[ Approved Status Affirmation 2020 PGT Industries Jens Roagxaki Mlanx-Dade SCCO- CER NJami-Dade BCCD- VAL 11105/2DM 11105MM 1111112020 Appro+ad Category. Wndmvs (941) 48MIOD (786) 315-2590 Subcategory single Hung IroaaxakIQp9iindusmae. Compliance Method: Canificebon Mark ar Listing ore P A2 R2a:Products a _ _. , Cu Irty Assurance Aoorovod for Uea� Aooreved for Use Imoact .Design sea 4 Product Model, Number or Name Product Descripdon Contract ftilratlon'Date In HVHZ Outside HVHZ Re li nt Pressure 2 SH5500, i;Large Mis.11e Inepad) Vinyl Single Hung Windav 07I302025 Yes Yes Yes Ni Florida Department of Business & Professional Regulation Pegei di Building Codes and Standards 15it?= Product Approval Application Detail _ . _ _ �- •Poh. _ - Code o .QdA Date Vale Pondrno Oele Toe Version Manufacurrer CuAact Engineer &License Validated By vwldvtpd Submitted FBC Aoomval Approved Slates Affirmation 2020 PGT Industries Jens Rosowski Miami -Dade BCCD-CER Nfiami-Dade BCCD-VAL 11N52020 i1A152020 IIry V2020 Approved Category: lMndaws (941)486-0100 (786) 315-2500 SubCategpry: Flied Ir.wAlkitppgtindustnesc Compllanee Method: Cartiflcation Mark or listing ore PL#?d3•R34Praduets,'" .: ',..', ,; .;'.,r - ,.,. Quality Assurance Approved for. Usa Approved for Use Impact Deal - Seek Product Model, Number of Name Product Description Contrast RLYAn tionClate. in HVHZ. outside HVHZ Resistard 5 PW-5520 [Large Missile Impact) Ve,l rlxed Windom 04,302025 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Pao.1 of I Florida Department of Business & Professional Regulation Page 1 at Building Codes and Standards 161421 Building Codes and Standards try2o21 Product Approval Application Detail Product Approval Application Detail - - _ - .4. Code_ Entity at Data Date Date Pending .Date C040 Entity or pate Date Dale Pending Pate T ba Version Manufacturer Canted enomew& License Validated av Validated Submitted FRCAgomval Aowovetl Status Time Ve_ M.e ManuTadurer Contact Encinaar& Lipari Validated & Validates Submitted FRC Aoomval Aoorovotl Status Reksion 2020 MI Windows and Doors Brent Sllllrlger Arnedpan Arch lteUural Steven M. Urich. PE 101581202G 10ID6/2023 101192020 Approved Revision 202a MI Wind- and Doors &am 881inger Amencao Architectural Steven M. Udch, PE 1112212020 112212020 11l18r2020 Approved Category: Windows 1717)365.330a Manufacturers As coition i717)31T-8454 Category, Windows f717)366-3300 Manuteeturers Association [717)317-8454 SubCategory: Horizontal Slider tnlbingeremlvrd.core Subcategory: Fixed bslbingersmM..:dmm Compliance Memed: Certification Mark a Listing Compliance Method Certfi-f n Mark a-L sting . 4R FLdi5.1A8.P ' . , 'pdunts , ' 1° - _ :.` Prik1534g-R14 Waskii ' .. - ._ ,,.. ,<.. - .. „.: u Quality Assurance. Aoorovod for Use .Approved for Use Imoact Design Qnanty Assurance Annrnved far Usa Antlrov.A far Use 1D1Pdgt Deslwl Be -A Product Modal. Number or Nam, Product Description Contract Expiration Date in HVHZ Outside HVHZ Reststanl. Pressum Sslt Product Model, Number or Name Product Despril lap Contract EsolmRJon Dale In hi Outside HVNZ Resistant Pressure i HS 10 Fin and Flange Frame 73.621 hsu]eted Giese 02Jf62024 N'o. Yes No -551-55 1 1es PW - 7:t s 721nsufated Glass 041032023 No Yes No -601--60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t a I f V2021 Code Entity or [)ate Data Oat. Pending Data Tvoe version Manufacture, Contact Crom er&License Validated By VeIW,ted Submitted FBC Approval Airgr_oved Status Revision 2020 MlWlnd-e and ❑.- start Sitneger Luis R Lanes. PE Stevan M. Urleh, PE 10)080020 10106no20 10/19/2020 121is/2020 Approved Ca(egwy: Windevts. (717) 365-3300 PE-62514 (717) 317-8454 subcategory:. Mugtons baltlingertill mhv l-core Compliance Method: Evaluation Report :hone a Florida Registered A,ehllact ore Ucensed Florida Professional Engineer 1_iC1535,.R6 Prtlnsts Quality Assuran,, Approved for Usa Aoorovod for Use Impact Ocia- r3 Sea k Product M.del. Number or Nam, Product Description Contract Exemption gate to WHZ Outride HVH2 Resistant PP'..u. 2 5784 Verui el A.mh.m Mullion 12 InJ124 No. Yes Yes N/A Florida Department of Business & Professional Regulation Page i on Florida Department of Business & Professional Regulation Page2 d2 Building Codes and Standards 102021 Building Codes and Standards 10MI2021 Product Approval Application Detail Product Approval Application Detail Gee , . ...' _. Imit or: _ [)are Dar, Date Pendlna Pate . cote Entity or Dene Date Dare Pending care Tfoa Version Msourectumr Cnmad Emmrveer&License Validated By Validated Submitted FBC Approval Apomved status T_.. version Menufacturar Contact Engineer & Ll ..... Valyda[ed Fly Validated 9uhm�tit , FBC Apo oval Aoeroyed 9tillu Revision 2020 James Hardie Building Products. Inc, Chad Oiaroke V, Andrew Tan John Southard, P.E. 01/05/2021 12M4/2020 Oi/06/2021 ding FBC Appn Revision 2020 Alpine Nlck Thanpace Lyndon F. Sehmicit, P.E. Ryan 1 King, P.E. 02)151i021 02P512021 0222/2021 04f13r2021 Approved Category: Papal Wells tli= W-8359 PE-81862 (352)3072528 category: Panel Wells (330)922-2389 PE-43409 a13) 767-6555 Subcategory: Siding ched,diercksojamesharell Subcategory: Soffits nthanpecn&aide-mr Compliance Method: Evaluation Report from a e.com Compliance Method: Evaluation Report from'. Florida lRegistered Architect- Licensed Florida Florida Regal-plArchite itor a Licensed Fladde Prorl icnel Engineer Professional Engineer -...C#15272 R9 r ducts ` ' -.: ' - ' ., QualityAssurance A llpro,redfor Use: Apbroved far Use 1 actDesign ono. Cluahtw Assurance Aoorgvedfor Uae Apposed for Use Imoact Design. Seale Product Medal Number or Name Product Desctli Contract Expiration Data In Z Outside HVHZ Resistant Pessure Sag# Product Modal, Number or Name Product D.-fiction. contract Eatna lob Dal. -HVHZ 0.1telde HVHZ P.-hapen[ Press- 1 Cemplank Lap Siding -fiber-scream lap siding JM112023 yes Yes NIA NJA 1 :a&.qua2T&qudt: Soffit Vent or Sditl Vinyl Soffit 121312023 No Yes No NIA 2 HardePlank Lap Siding hirer -cement lap siding 12r3112923 yes Yes NIA NJA 2 It. &qud Allia are T4&qud:8olnt Vent or Solid Vinyl Soffit 12/312023 No Yes No hUA 3 c. &qu ...bh., vintage Heeded&#39: Safit. Vent or Sold Vinyl Soffit I V312023 No Yes No NIA 4 d. &quct:D5&q1at. SIM Vent or Sold Vinyl Soffit 12J$12023 No Yes No NJA 5 e. &q d;Charter Dak" soRt Vent or Sold Vinyl Soffit 12J312023 No Yes No NIA - 8 f 8quot;Super Span&qupt Sank Vent or Sold Vinyl Soffit 12I312023: No Yes No NIA Florida Department of Business & Professional Regulation Page 1 oft Building Codes and Standards 1Df9r g2l Product Approval Application Detail Code - _ tritinr gr - pate Date Data Pending Date - Toe Version Manufacturer Corded Engineer &Ucense Validated By Validated Submitted Fac Approval Aoomved Status Revision 2020 TAMKO Building. Preclude LLC Kem Eden Robert Niemineo John W. Kneaneich, PE 1000412020 09)=020 10J12902a 12J15om Approved Category: Roofing (4171624.6544 PE-55166 (954)772-6224 subcategory: Underlay-icts kent_edan1@t.mko .nn Compllanee Method: Evaluation Report from a Florida Registered Architect era Licensed Florida Professional Engineer 2328.Rii PrSduets" . - Quelli Assurance Aoorovod for Use Apteravad for Usa Ire ad ,� Qee sig 1 i Sag# Product Model. Number or Name Product Description Contract EXbvation Date. in HVHZ Outside HVHZ Rs.ktard Prier.- 1 TAMKO Roof Underlaynlenls(HVHZ) Roarundedaymanle far use In FSC HVHZ 0629nC23 Yes Me NIA N/A juriedicdore. 2 TAMKO Roof Undedaymenis( NON-HVHZ) R-f-lierlay-rill for use in FBC rim-HVHZ Oa2B2023 No yea NIA N/A jurisdictions, Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 116r021 Product Approval Application Detail code Entity Data Date Dare Pending Date Ty2g Vetslon Manufacturer Contact Enain,or& License Validated ev Validated Sunni .FBC Ao, oval Aoomved Status Revision 2020 L V Thompson. Inc dig Thompson Architecture] Tony Christman Zachary R. Priest Steven M. Urich, PE Carl 7202G OW162020 09rMo20 12115n020 Approved Metals Company l TAMC01 fel3)248-306 PE-74021 (717)317-8454 Category: Roofing terry%g... 1. lrool..m - Subcategory: Roofing Accessories that -an Integral Part oftha Rmog System Complianes Method: EValuatich Repott irom'a Flonda Registered Architect or a unread Florida Professional. Engineer FLiriBalB-Fla Prudusts -I Quality Assurance Auproyedfor Use Approved for Use Metal Deslan Sao# Product Model. Number or Name Product 0esermtian Contract Elrpiratien Data In HVHZ Outside HVHZ Resistant Pressure 1 TAMCO Flat Top OR -Ridge, Vent with Bade for TAe 26 ga, static roofveatilator with baffle 09/092026 Yes Yes NIA WA 2 TAMCO GocssmckVent 26 ga. 09/092026 No Yes NIA -01-52.5 3 TAMCO Ofr-:Ridge Roof Vent with Battle 26 go. static reofveldilatorw.ith integrated baffle 09(092026 Yes Yes NIA rVA 4- TAMKO Round Top Crffdiidge Vag ith Bali Tile 26 ga. static uarvemilator with baffle 06/082026 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i & t 1 tt@2021 Cod! ten IN or Date Dale Data Pandino Cara Type Version Manufacturer Contact Engineer& Uoenso Validated By Validated submitted FBC Anproval AparnWad. Status Affirmation 2020 PGT tntlustnes Jens Rosowski Miarl-Dade BCCD -CER Miami-Oatle BCCD-VAL 111052D20 11AD52020 11/11/2020 Appriwed Czlegory. Windows (941) 486-0100 (786) 315-2590 subcategory:: A.M., JrosowskilgpgundustdeAc Compilers, Method: Certification Mark orLrating 0m Coast, Assurance Approved far Use Aoomved far Use Impact Design Sea# Product Model Number or Name Product Oeserpirlon Contract Expiration Data nH Z Outside HVHZ Resistant Pressure 1 MuAions fa All Doors an d Windows Aluminum Mullions 05262020 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/6/2021 - .: Coal- Entire or rate r�gi Oats Pending Oats 70. Version Nlanuracturer Contact Enatneer&License Validated By Validated submitted FBC Approval repikonvied Status Revision 2020 GAF Micheal Stich Robert Merril- Jdm W. Kneaevich, PE D9262D20 09212020 10/022020 12J1512020 Apprared Category; Roofing (400)766-3411 PE-59166 (954) 772-6224 suhaategory AsphaltShingles mstiehQgaf.eom- Compliance Nettled: Evaluation Report from a Flonda Registered Architect or a Licensed Flonaa Professional Engineer Ft.41012a1-R & Prod 1; '. ' " ::. ` ' , ' QuaIILV Assurance ... Approved for Use Approved for Use line ad Design Seri# Product Model. or Name Roduckpescr atop Contrast Exoirati, an'Date in HVHZ Outside HVHZ Resistant Proms us re 1 GAF Asphalt Roof shingles Froarglase rarfaced 34eb. leminated. 5-tab and 17J782022 No Yes HrA NJA hilgiudge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel eft IV2021 ecod¢w Entity o Date ,Deis Date Pendlna Date Type version Manufacturer Contact Engineer& License Validated all, Validated ,submitted PBC Approval Approved Status Revision 2020 Fladde Metal Products Inc. Clark Jones James L. Backer: P.E.Q Steven M. Udch, PE 0R272020 0925J2020 IOD41 02a 1W1612020 Approved Category: Reefing 004)783.8400 CRUCK Engineering (717) 31?-8454 Subcategory: Roofing Accessories that are an clarkllgil. .won P631242 Integral Partofthe Roofing System Compliance Method: Evaluation Repot from a Florida Registered Architect or a Licensed Flonda Profess anal Engineer FUK2T5a6-Rillrodu'bre , Quality Assurance Approved her. Use Aper... d for Use 1pipau Design. Saga Product Modal. Number or Nema Product 09ceripnon C Mracr Exmretmn Oat, in HVHZ. outside HVHZ R-lart.nit Pre -re 3 3- FLAMCO$quouRV 10 Ridge Vent&quot: Aluminum Ridge Vents for pitched roots fabricated 12/312024 No Yes W NIA from 0.a25 Aluminum Florida Department of Business & Professional Regulation Pagel ter Florida Department of Business & Professional Regulation Pape i dos Florida Department of Buslness & Professional Regulation Page 1 of 1 Building Codes and Standards 19r2021 Building Codes and Standards V712U21 Building Codes and Standards 1252022 Product Approval Application Detail Product Approval val Application Detail Product Approval Application Detail - .. . _. , b - .. - : a m? Code Entity a owe Palo Date Pending Dais Coda S li IN or 2111 rate net. Pending opt. Code Entity or Date Data Dare Dancing Date 1" a- Version Manufacturer Contact Engineer&License Validated By Vandatad submitted FBc Approval Apince Status Tvoe Version Manufacturer Contact Engineer& License Validated By Validated Submitted FBCAppmval Anpmved Status Tree Version Manufacturer Contact Engineer & License Validated a Validated Submitted FBC Approval Approved Status Loma ce Revision 2020 n Katrina Jelle James Buckner P.E. Steven M. unpin PE Y L 6 11232020 112012 20 112g2020 din FBC A n g PP eM R sign 2020 Semi R or 9 Anderson Robin IAPMO Uniform Evaivatio Ga W. Walker n 7 9 il032020 11l022020 11/05JZ020 Mp roved Revision 2020 Global Protection Protlucts LLC. Ire Robinson al rA. AR r _ T Ro ns n VV to Tl J P E. John W. Knezevich. PE 09108/2020 09lOr32020 10r01l2020. 121 5I2020 1 Approved Cat. d Roofing g 7 R rig 501 9636153 PE3 4 717 317-8454 ( 1 12 2 ( ) C tegory- Roofing (807}380 60g1 Services LLC. (205)I?54-0T60 Category Shutters (954) 669-7545 PE-44187 :(954) 772-6224 SubCafagory: Roofing Acceaspdesthat Breen kjelleyOkmanco.com SACA.gory:: Rooting Tiles RebinArldereareberal.eo SupCategory, Storm Petrels [im,robinaon�gppentcnm Imagist Part Roofing System Comphe... Method! Evaluation Report from.. in Compliance Method Evaluation Report from mIlan.. Nestor; Evaluntlon Rerid: from. Curran p Poi ct Evaluation EntH Florida Registered ,Arch tact pia Licensed. Florida Florida. Registered Architect or a Licensed Florida - - , ., Professional Engineer Professional Engineer P #i 7•R12 Produpu - F1,07202<R6 Products ... . " Quality Asswamoe - Approved for Use Approved fat Use , _ Impact 21ft FL#'t3OMA8 Protlucts -. - - - Seek � P duct Modal Number or Me mar Prated Description Contract E-irallon Date 1 HVHZ iL- outside HVHZ Resist. � Pressure �a u altiy Assurance Approved for Use Approved far U sePressure I A Design C1U Bafy ASSUrallc a APProYetl for Uae .proved Por Ilse R Mac[ _� Des n �_ 1G S son Shake 5 le C n Sate At Old En i n ro au t I a y 7 Sp English tP fl'- Eta Profile Denver. CO 12J312020 hb Yes NfA Ni Se # PrptlUct Model Num be Or Name r Product Description ❑ trt n Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure San # FrodrlGt Modal, Nrmmar or Name Product Des notion Contract Exo,atmn Cate In HVHZ Outside HVHZ Resistant Press Thatch &amp- Impact 1 20 Gage Galvanized Steel Storm PanelslHVHZ _ Corrugated Galvanized Steel Storm Panels retained 1213112022 Yes Yes Yes NIA 1 Deck.Au9 DA-4 or TRI ill Ueck Por GA-4 a Lwr Profile Po Plastic Roof Vent 12/102025 No yes No -B7.51-97.5 1r Saxony 600- Sled Shake Bump: Split Shake Flat Profile -Stockton. CA 121312020 No Yea N/A NJA or not by hacks provide ed ito Medlanically Attached to PMxoatl Dells. 18. S BOO Sam Split Shake y p Flat Profte-R lie GA 12l312420 No Ves N/A NJA 2 24-Gage Galvanized Steel Storm FanelslNHVHZ a el Storm Panels net zed Steel Storm Panels retained 12131/2022 No Yes Yes NIA 19 s rip 700-Sfiek Sl to&amp Spilt Shake Flat Prorle- Stockton, CA 12/3i 202D No Yes N/A N/A cksto or not y tracks or not by lracksto provide hurricane protection. 20 27 S zany 700-.9hake, Slate&amp, Split Shake. T fps EspaFlavBarcelCna Flat Profile - RialoCA 12J312020 High Profile Katy TX 12f312020 No Mg Yes Yes N(A N7fA WA hIJA 28 Vila Low Prori, - Katy TX 1213IQ020 No yes NJA 'VA Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Code Entity or Type erslan Manu aaturer contact Engineer &License Validated Sy Revision 2020 All American Shutterzand Glass Mike Barbieri Frank L. Bernardo. P.E TroyBishop, P.E. p Category; Shutters (56'I)712-98$2- 4 PE•0046549 (954)947.D880 Subcategory: Swum Panels mike Ilsmerioanshuhe pia Compliance Method: Evaluation Report home rsoom Florida Registered Architectora Licensed Florida Professional Engineer Page.? of 1 1252022 ,DWIR Data- Date Pending Data Validated Submitted FBC Approve) Approved Status p P 10f2Bf2020 1011512020 1110512020 1211512020 Approved FL4917IIi Products" - '. -. Quality Assurance Aoorovedfor Use Approvedfor Use Impact .Design Se # Product Model, Nu be or a 3_ c M tle, m r am Product Descriptionoptimal Ex (ration Date In HVHZ Outside HVHZ o Resistant Pressure 1 24ga Galvanised SAWStorm Panels 24ga Galvanized Steel Storm Panels 12r31 f2022 Yes Yes Y es NIA Page1 pre Florida Department of Business :& Professional Regulation 10M2021 - Building Codes and Standards Product Approval Application Detail Code Err' Entity ,r Date Dar at P D e, ending e Tvoe Version Manufacturer Contact rrgm Eesr&License Validated av Validated Submitted FBCAoomval Approved Skates Ro,Asion 202a MiTek Inc, Erin Walden ICC Evaluation Service., LLC ICC Evaluation Service, 0811112021 aSAW2021 08/12r2021 Approved Category-. Structural Components (952)esea5a5: LLC. Subcategory: Truss Plates evkeldenamir'.... f 205) 599.9800. Compliance Method: Dill ai R?port'iroma. Product Evaluation EntIN F L#218T. Rs Pnedudts • ` Quality Assurance Approved for Use Approved for Use Impact Design See Product Model. Number or Name Preduct Description Contract Expiration Date In HVHZ _Outside HVHZ Resistant Pressure 1 MlaAHS 18 ga. high. strength truss cpnnedor plate Imle 22. Yes Yes N(A NIA 2 M19SHS- 18 CA. super high strength truss connector plate 12/312022 Yes Yes N[A -NJA 3 MII 16 16ge- truss ccnnemrplate f2/312022 Yes Yes NIA NIA 4 MT18HS 18 ga. high strength truss canned. plate 121312022 Yes Yes it (A NIA 5 MT20HB 20 ga high strength truss connector plate 12131QO22 Yes Yes. NIA NiA 6 71.18: MT18 18 ga truss palnectgr plates f213112022 Yes Yes NIA NIA 7 TL20, M120 20ga. miss connector plates 12/312022 Yes: Yes HiA KJA Page 1 of 1 ON4)2a21 Code Entity or Data rate D ate Pending Date NDB Version Manufacturer En Contact lneer &License Validated By Validated Submitted Pap Approval Approved Status Revision 2020 Weyerhaeuser Rep Baldwin ICC Eveluabon Service. LLC Ian Lehrer, PE. 02i022021 10113/2020 02/0772021 Approved Category$tr d f I Components (253} 924 647Z (30a) 839-32 8 - SubCateg na Engineered Lumber Rob r1.id%vrn:@vreyerh. Compliance Method; Evalue[ on Repodirom a euser cam product Evaluation Entity PLs6527•rdtl Prai(uois ,` '- Qua111V Assurance AMEIIIE d far Us. App;gXfk Ton Uso Imoact sCe. iw' r Sea # Product Model. Number or Name Product Description Contract Expiration Da10 In HVHZ Outside HVHZ Resistant Pressure 1 N-11-LVL Laminated Va- Lumber mY31MC3. No Yes N(A NJA 2 Pareflam PSL Parallel sharp! Lumber 031312033, No Yes N/A NJA 3 TmherSlrand LSL Laminated Strend Lumber 031312023: No. Yes .NIA N/A 4 TJ Rim Board Structural' Composite Lumber or oriented Stroud 03J3112023. No Yes 'N/A NIA board Rim Board 5 Wayelan. er Rim Board Oriented Errand Board Rim Bernd 031312023: No Yes NfA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page toff V/12021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Oft lFr2O21 - A code Ent_lin, Date Data Daze Pending Date Cod. Entity or Data Dote Date Pendi Data IZ- Version Manufacturer Cantata all &License Validated Br Valitlaled Submitted FBC Aoomval Aoorovod Status Toe Version Manufacturer Contact Engineer &License Validated By validated Submitted FBC Aoomval A„r-d status, R.vlslon 2020 Alpine Stuart Leah, ICC Evaluation service. LLC William M. Ranieri, PE 10131 r2020 102212020 11ro5202D 11 45/202D Approved RaNsi,n 2020 Commercial Concrete Produsalnc. Robert Glllls agmuti A. Greenberg John Hoy IV162O20 1211 SM20 1.2292020 ding FBC Aron Category::structu-1 Components (3211710-3377 '(407) 681-1917 Category: Structural Components W3) 659-3707 PE-34245 (352) 588-5311 - SubCatagcryTruss Plates s1cwis@alphiet4Lcom Subcategory: Products Introduced asp Result of precastgalor iya hoa cam CamplienceMalhod, Evaluation Report from. vex Technology Pr duct-£velu.te. Entity Compllan eMethod EYeluaticn Repot (romp - Flood Rtito dAch]tecl or a Licensed Florida FL#1989:R].Pmducts - - - Profesaoned Engine, Quality Ass -.. Approved for Use Approved far Use Impact Deadqu FLM 774.96 Praduots. Sea Product Model, file nor Name Product Description Canned Expiration Data In HVHZ Outside HVHZ Realstard Prossure - I ITW BCGIA ire HI her Sire t t &am : S Strength IP 9 p P 7 Metal Corneeta Plate 121312024 Ves Yes NIA N!A Quality Assurance A graved far a Aodrovedf Use PL_ 1 mead resign _ 2 ITW BCGIAIpine Hinge Plate Metal Connector Plate 17/31202d Yes Yes NIA NIA So # Product Model. Number 3 Product DescrlMle n Contrast Expiration Date In HVHZ Outside HVHZ Resistant Pressure 3 ITW SCGOO(ae TMIOX Metal Connector Plate 12/312024 Yes Yes NIA NIA 1 Qusllly Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05121l No Yes N/A NIA 4. ITWBCG/Alpine Wave Metal Connector Plate iTfI2024 Yes Yes NJA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pages oft' 928/2021 Code Entity o Date Die Date Pendlnn Dan - Top V... I. Manufacturer. Contact anaineer&License Validated By Vlaidaf14 Submitted FBC Aeeroval Appre- Value Atfire.ti., 2020 AI ha AI -item Inc. P u Joao Sllv a Luis R. Lomas L I M. U 'c Steven n h, PE 11116/2020 11162020 ! 11nono a cued 2 Appr Category:Panel Wane e 407150SL20BB ( 2 PE-62514 717 17- 4 4 1 ) 3 8 5 SobCatagary: Spent, olphaaiumluumin,l yrl Corepllanca Method: Evaluation Repot from a .:care Florida Registered Arehltect or a Licensed Florida Professional Engineer FL#16$44-R5Prota, s - - QualltvA-,floe Approved for Use Approved for Use Impact Design Bain # Product Ma del, Numb an or Name Preduet O scri11i Contract Expirabbn Data In NVHZ Donald. HVHZ Rasistam �s u[_, 1 Alpha Auminum Sold&amp: Vented Aluminum Soffit! Alpha Aluminum Solid& Vented Aluminum 07/30/2023 No Yes No NJA CMU & Wood Soffit/ CMU & Wood May 27, 2022 _P--# N 0 r- (n Ca 0C- N }, U N L L 0 70 O (L) Q M -0 0- •_0)}a(r) v} n /11 -= N -0 0 0 0 -0 .= _ _a 0 I.- Q ^, W .L' (n ^W " �0, � 0 CL .C_ C/) 4 Z Z LU J " " :� O " `. O :a L" +� G e .. h CO = m N X � a _N to lV L N Q O CV Y 3 ar N . N ram.+ C L = .= Q lx 3 M r0 N � v N i c = � a d � O V O w U) L. (D E -*--a Z cn � co \M O O C`' - L. 4J C) O L 0- n, W CIU IM m -0 F- O LC W <. n= W z J z Q a - SHEET NO. PA 1.1 t r .;. a A, T -C. .r. r ::rji'`} 1, p.Fl, ....lw. T. Nu J� :!'+ J, t :: ,{. { 8t.:.:.f - - - - - _ at - . 'i - '[ ,r:. :K ?�:..,,, - ,.re, .nE:g;, t -.rf i :--. _ ,:!# ,- Fkk: `r w- } t �.,v j�1: , .- . ... -,.. rr 9 . _ ..- - .3tE n.. :_ .3_, . ,. ri. ar.. .. -.h.. _ �. a_...i9r�.a`^ 1... _ 1 ., .. _- .,.. . :tsu R. .,. i ,. r ..- - .i.t"_ -YIi N}3:x '.,.a [ r _ _.. _.- - _ _ _ _ . _._.. -.., -. c _.. -_ ' -.._ _ .. y. U O __ s : -. Simpson n Strong -Tie F�C.r4 raved Products p 9, p d For diredt links toil[ SS7approVAs listed B.eloW,. f..LICK HERE. , Updated 1��a- : a Simpson n Strong -Tie �0 a FBA Approved Prod, P a rig pp 'For dueet links to er SST apprcr,fels listed.: belay, CLICK HEI?'.E. Updated "12!`'vOfi'cn20 p a ' -: _ elm . sQn Stan Tl�a 21��0 F;BG l� raved Products p pr Approved 'For alreet links to SST apprcvalslisted. bctAVd CLICLf HERE. Updated o ozu R uat d 1 �f3 f2 _ Simpson Strop Tle 20�0 FBC A .raven Pr+�duCt$ P pr e. �. For direct links to aO SST zpprotrals risked. Belau,+ CL1GK HERE. Updated 1 zi3arzo3a R N O le_ ..Flortl Fasddiuona.lInforrinaton regarding oa Florida's Stale rdeProductApproval System and iblU:oadaGeut NotIGsof_A cse.ptaac.e•{N.OA),:CLICK HERE hot addtiottal InTa.rslon regarding FI6rtlas StaWldeProduclApProvaS staand Count NohiGeo _rre tagGe:{NOA),C5C �._H R �-FatadditlottalInt r oU nragara..g ra t-oRRrovalSystomand,Aaria DadeGou11YNatGe'o-f, rxaRtaac.e(bA)�,�UC4.H_R. Foradditional [information regarding statewIde redactARRrcoil Systa.m-and NarnDadeCounty Nodcso-f.A..ccaR tonce(l) ,- FKH€ft . _ FL42W-R7 FL#10446-R6 FL#i0456-R5 11 HUS,HUSCseries hangers Face -mount hangers Available In widthsran gingfrom 1.518"to3- � � U 9116' and heights ranging from 4.a146"rn 11" Concealed flange Sev# Product Model, Number or Name ProductDescriptipn Sea# Product Model, Number or Name ProductDesccintfon S_ea#- Product Modal,NumisernrName ProductDescdjgL version (HUSC) available for models having Width equalttr6r Q _� OL L 1 Titan SlainlessSteel Concrete &Masonry $crew(TTN-58) 1/4 dlametetTitehshainlessstaelMasonry screw 1 A21 A23,A33,A54 A35:A44 Angles 1 B7,ST6,6TH BnokTies greater than3-9116, O 2 APA21 APA4, }APA,8APVA211 APVA4, APVA6 OutdaorAccents Angles' 2 0MS712, CMST14 CMSTCC16 Coiled Straps. 12 JUSserieshangers Face -mount hangers available inWOths ranging fromI- 70to 3- Q 0 3' APB44 APB44R, APVB% APB66R APES$ APB85R APBulQ, APB101 OR, APV644, OutdeorAccents PostBases- 3 C514, C516 Q$1a, C$20, C522 Colleastraps 518" add'heights ranging from-9.114" to 16' O LjL _ FL#9589-1 APVB4t1R; APVB65 APVB68R APVB88,APVB88R APV81010, APV81010R 4 CSHP18, OSHP20 CclledStelds� 13 LG1J325 SDS, LGU363-130S LGU5,25 SDS Face -mount hangers O -4- d APDJT2:4,APDJT2R4APbJT2-6,APDJT2R-6,APVDJT24,APVDJT2R4,APVOJT2-6, Outdoor Accents DeckJolstTias 5 CTS218 CompressfonFfensionStrip 14 LU24, LU26, LU28, LU210 Face -mount hangers (Q Q Sea .# Product: Model. Numbar orNarne Productl3escription APVDJT2R-6 6 DSP,SSP,TSP StusltoPlate tie 15 LUC267,LUC2107 Face -mount hangers ,_ (3) O L I SDI0112D813 outdoor Accents Connector Screw 5 APHH40, APHH46R APHH610; APHH61OR Outdoor Accents Heavy Hanger 7 H% H10A, H25A, H3, H6, H7Z, H16, H16S, H15 2, H16.2S HurricaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to o- 0- 2 SD9i12,-SD9212;SD10112, SD10212 Strong Drive SIO Con nectar &Few 6 APL4, APL6, APT4 APTS, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam to Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 518"� d [eights ranging from.3" do 10-15116" _ U) O � 3 5D9llZS$, Sp8212SS :strong DriveSD CorinschorS$ Sorevv 7 APLH24,.APLH741t APLH2,6, APLH28R, APLH210, APLH21OR OutdoorAecents Light Hangers 9 HS24 HurriganeTis 17 MGU3X3-SDS, MGU5;25-513S, MGU5.50-SDS, MGl_I5,62-84S, MGU700-SDS Fac"00nt hangers 4 SDCF22434, SDCF22a12. S[XF22614; SDCF22700, 5DCF228,�8, SQGF221014, ,. - Strong Drf1[ SDCP Timber CF Screw 8 U BV ?, Br e'".rLedger Con,ectot 1c14V,Jteen 10 HSS25DS15 HSS22.SD53,HSS23SD53.HSS4SQS8 Heavy Stud Shoe y 18 MlUsarieshan hangars 8 " r Fare-moUnthan ,rsavalla#leln�rldh.[an In from1:116 tea g ranging �"' � ._ � Q SDCF2211 134, SDCF221334 SDCFVl958, SDCF272358 9 CBT2z. C5T4Z Concealed Baal m"Ties 11 HsTZ H673, HST5, HSTd 57afghtSt cps Ile and hetghts ranging from 6-15116 to 19-la" 5 SDCP22434, SDGP22512, SDCPM614, SDCP22700, SDCP22858. SDOP2291Z Strang-DnvaSDGPTimber-CP Scri*ir 10 GJT3Z, CIT4Z, CJT5Z, CJT67 Concealed JoistTles 12 HTS16, HTS20, HTS24, HTS28 HTS30', HTS30C HeavyTwfst"Strap 19 MUS26. MUS28 Face -mount hangers SDCP22110p, SDCP221134, SDCP271400 II DJT14 Deck JclstTieL I3 H_fSQ16KTZ. HTSQ20KT7 HeavyTvJst6trap 20 SUR_ SUL. SURC, SULC series hangers Skewed[: face-meunt hangers available In wicltns.rar,ging from l - 6 SDHR27400; SDHR27614, SDHR31400, SDHR31614 Strong-Drive;SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/1t3" to 3416! and heights ranging from 3-1116" to 13-314" 7 SDS25112, SDS251.34, 5DS25200; 5D525212, SDS253DO, SOS25312,.SD62541 Z Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4: FC6 Framing Grips 15 LSTA9, LSTAI2. LSTAIS, LSTAI8, LSTA21 _ LSTA24; LSTA30, LSTA36 Straight Straps Concealed flange version tSURC, SULCj available far all double SDS25500, SDS2550D, SDS25800 14 FWANZ Fnuma#ion Wall Angles 16 LST149, L5T173 Straight Straps Vend 4X models; only acute:flange is"concealed. 8 SDS25112SSy, SOS252009S;:SOS25212SS, SDS25300SS.;-SDS25312SS Strong-Drivie SOS Heavy -Duty Connector SS Screw 15 GAI. G,A2 Gusset Angles 17 LT620, LTB40 Bridgiig. 21- U series hangers Face -mount hangers available in wdths ranging from 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726; SSDWF2730 Strong-DrivsSDWF Floor-te-FloorSorew 16 H2A, H25T, H8, H1CA-2, HIOS, H14, HGA10 HurricanaTies 18 LTSIZ LTS16; LTSIB, LTS20 L1ghtTf>7rst8trap 5`and heights ranging from 2.518"to 11-1/4" 17 HGJTZ HeavyConaaeledJoist-He 19 MVT Medium Girder-fedown 18 HH4, HH6- Header Hangers 20 MST27 MST37, MS746, MST60 MST72 Straight Straps FL#II0007�R6 19 KBS'IZ Knee Brane Stabilizer 21 MSTA9, MSTA12.. MSTA45:; MSTA18, MSTA21, 1v1rs' TA2.4, MSTA'30; MSTA36, MSTA414 Straight StrapS FL#1176i37-R6 20 L30, L5.0, L70, L90 Angles 22 MSTC28, MSTC40, M$TC52, MSTC66, MS-rC78 Straight Straps sea Product Model, Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3,MST06683 Pre Bent Straps Sea N Product Model. Numbar orName Product Description 1 ATR318, ATR1/2, ATR618 ATR3t4 Threaded Rods 22 L$30; LS50, LS70, LS90 SkewableAngles 24 MSrl26, MST13$, MST148I M87160, MSTI72 Svarght Straps 1 BA series hangers Top flange hangers available in wdths ranging from I.VI "to 7- 2 ATUD5, ATUDS-2,ATUD9, ATU09-2, ATUD9-3, ATUDI4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ AdlushableSta r.Stringer Connector 25 MTS12, iMT616, MTS18, MTS20, MTS24O M7830,'MTS30C Medium TwstStrap '118"and heights ranging from 7-1Wto 30", 3 . . _ . - B � , P B_ 5 S P -3. f 3 B 4 P318 Z, 6,1i2, BP112 3, P l 2, 8 5/8 BP3/4,, BP3?1 , PRTUD3 Bearing Plates 24 L -26 L S Z. S 2 LZ. LSSJ28RZ. LSSJ D L5SJ ORZ SSJ LZ, S J26R LS >(8 21 LZ, 21 Field Ad staLle JaokHan er ju g : ,26 " _ -. NCA2x1 L1.12, NCA2x1.2121NCA2x8.16 NrrA2k1016 tk1CA2x12 16 , Brrd In , g 9 2 DGBF canes hangers I e hangers va l :' t r f[ 3-- " to - To fang hang r a slab e m wld hs ranging from 5/8 7 17 4 , CNW3PB, CNW112, CNW518 CNWSM, CNW518-1/2, CNW814-5/8 CouplerNufs. 25 , LSSR181, LSSR2'I SR2: 7 LSSA2':58. LSSR210-2, LSSR410 Field Adjustaaie'Slopeable/Sl awa'ble Hanger 27 R4CW312 RCW1314 Wall Smalling' 1/8 find heights ranging from 9-114"to24. a CTUO65, CTUW,,. CTUD66. CTUD76,CTUD76,CTUD77,CTUD87CTUD88,r_TUDg7, Coupling Take -Up Device 26 LTP41_TP5 Tie Plates 26 RPSI8;RPS22,RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available Inwidths ranging from 1-112"to3- CTUD9a, OTUD99 27 ML237; ML247, ML28Z, ML28Z M_L21 OZ Angles 29 RSP4 Stud to Plate Connector 516' and heights ranging from 711,V to 24" • 6 N3; N4, N5, N6 Heavy Hex Nuts 28 MMH$ Roof Tie-DoWn 30 SP1, SP2, SP4, SP6, SPB Stud Plata Tie 4 DGHF series hangers Topflange hangarsavarct" in Woths ranging from 1 3J4''to 3- 7 'RTUDB,_RTU03B; RTUD4, RTUD413, RTUD6, RTUD6, RTUD7, RTUD8 RaitchetingTake-Up Device 29 MMHC Fanged Roof. Connector 31 SPH4,SPH6,-SPHB' Heavy Slud Plate Tie 5/8"and heights ranging from 9-`M4'to 24". 8 TUDg, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU2/ 0, MMLU1211, MMLUI39 MMLU1311 Face -Mount Hangers 32 SS1.5, 8$2.5. SS3,SS4.5 Stud Sine 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC:-RB.CP Roof Boundary Grips '35 ST%,ST12,STWST22,517292,ST2122,ST2115,S1221-5;ST8215;ST624,5T62336 Straight Straps 7/8" end "heights ranging. from 11"to32-1/2". 10 URS,3 3/8 Uplift Rod RunTiedown System 92 RST-3 Roof Tie -Down 34 T$20, TB27 TB3D, T638,TB42 TB413; T1354, TB56 T900 Tan"r Bridging 6 6GQ series hangers Topflange hangers available in wdths ranging from 3-518i' to 7- 11 URS4 1/2 Uplift Rod RunTbdown System 33 RTC227, RTC42, RT=, RTCM4 Rigid Tie Connectors S5 7WBIC, TVJB12, TVW9!1"4 Wall Bracing IM"and-heighis ranging from I1-1IN'tc 32'', 12 URSS 516 UpllftRadRunTfadownSystem 34 SLC,STCT,OTC. HTC4 Truss Clips 36 VdT,:VGTR,VGTL Variable Pitch GirderTtedovvn 7 GLS series hangers Saddle hang arsavailable inwidths rangingfrom 3.114"to6-748" is URS6 314 Uplift Rod Run Tledown System 35 TJC37, TJO57 TrussuackCrps 37 Wgi©6, WS106C, WB126, W3126G, W8113C Wall Bracing and heights ranging from 6,11010 28". 36 ZZ, Z4, Z44 Panel 50ifenerCllps_ 8 GLTV series hangers Top flange hangers available -in widths ranging from 9-114fo'7- 118" and heights ranging from I1"to 32" FL#10441-R6 FL#10631-115 9 H [a series In angers Top flange ,hangets available intvndthsrang Ingfro ln1-9/1'6"to7- FL$M0447-R5 1/2 and heigritsrangingfrom 8"to3U' sea # "aat Modal. NumberorName ProductDo9C11101:10n Sea X, E=jUqt'MqdsI, Numbeircir.Name Product Description 10 NGLS seri"Lhangers Saddle hangers availablelging'from E 174'tt 8718" 1 DTT2 Hold-down S. eg 4 Product Model; Number orName ProductDescription 1 C8H2 57z5 S, CBH2 37x7.63,CBH2 37rc9.75 Concealed hangars and helghits ranging from l01f to to 28' 2 HDC1014, HDC10/22 Hold-down 1 AHEP' Adjustable`: Hip -End -Connector 2 DU, OHU, DH UTF series hangers Face -mount (DU, DHU) andtop-flange (DHUTF) hangers, 11 H aLT series hangers Top flange hangers availablein wdths ranging from 3-114'to"B- 3 HDQa, HHDQ11, HHDQ14 Hold-down 2 DSC'2R-SDS3, DSC9-L-SDS3, OSC5R-SDS3 DS05L-SDS3 Drag Struti oniiectors available in Wdths ranging from 1-9113"'to 3-9116" and h@ighis 718' and heights ranging from 7-112'11o32' 4 HOUZ HULA HDU5,HOU8,HOU11 HDU14 Hold-down 3 C313C Gable Brace Connector ranging from 9.1/8"to23-15116". 12 HGLTVserieshangers Top flange hangers avallable inwdths rangingfrnm3114"to7- 5 HPA2S; HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hfft Corner Plate 3 HGU3.63,SDS, HGU5,25-SD3. HGU550.5DS, HGU5.62-SDS, HGU7,0Q.SDS, HGU725- Face -mount hangers. 118" and heights ranging from 14" to 33" 6 LSTHD8,.LSTHDBRJ Strap-styehold-doom 5 HHRG2-2,HHRO42,HHPQ42-2;HHRC4i1.81,HHRC0,HHRC5.25f3.25,HHRC5.37/31Z Heavy Hipto Ridge Connectors SOS,HGO9,00-SDS 13 HITSerieshangers Topfiangehan9ersayeilablainwidth srangIngfrom25V16"to3- 7 MASH, MASAP Foundation anchor strap HHR066 4 HGUSssries hangars Face-mourit Bangers available in Wdths ranging from 14/8" to 7- all 6" end heights cadging from 18" to 26". 8 MPAM,.MPA144 Strap-styleiiUrlinanGh'or 6 HRG1-81,HR 2 HrpRidgeC'cYnnee'a and�haight5ra'n'gingfrom 5i6".yn1z- /ff'" 14 HLJSTrseneshan,gers Top flange J4lsthangersavailable inwi brisrangingfronl�l'i8"td 9 PAIS,PA23, PA28, PA35, PA51 PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 RafterHanger 5 HHQU52$-SDS, HHGU .5r&SDS, HHGU6,62SDS i HGU700.SDS, HHGQJ 25-SDS., Face-mounthangers 3-9/16'and heights ranging froth 5318 to 13,1/8i' ID PA11.8, PAI23,'PA128, PAIS5 Strap -style purlin anchor $ LSU26, LS8U28, LSSLJ210 Light Slopeaple/Skewable U Hanger HfHGUJ,003D5 15 HUTF HU.GTF series hangers Top flange hangers available in widths ranging from I-9116"to 5- 11 STH410, STHDI QRJ Strap -style hafd-davam 9 TBE4, TBE6 Truss.5"nng Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS46, HHU548, HHUS410, H HUS5-50110, Facie -mount hangers 1I2' and heights ranging from 5-7118"'to 15". Concealed flange 12 STHD14= STHD14RJ Slrap-style-field-down 10 TC24_ TC26, TC28 Truss Ci p HHUS7.25110 Y-ersian (H UCTF) availablafarall models having width equal to or N 11 THA29,THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, AdjustnbLs Truss Hanger 7 HSUR, HSUL; HSURC HSURC series hangers Sld w_ fece-mclunt hangers sv20ibie In wdths ranging from 3. greater than 2-9/16". ab THAC422, THA426, THA422-2, THA426-2 V811 to&IM"and heights ranging;from 4s14" to 15-8/4"- 16 HWP series hangers Tap flange hangers available in widths ranging from 143116" to 7- 12 THAI.I ev22, THAl2,W22, THAI2.1122, THAI222, THA1322, THAI3522, THA1422 AdlustableTnrssHan9ef Sized fart=Joists Concealed flange version (HSURC, HSU(_C) avadaWefor all 118 and heights ranging from 5.38"tb 29' C'V 13 THAI_422 THAR'422 SkevvedTruss Hanger doubla2Xand !Xmodels only acute flange is concealed- � 17 HWPH series_hangers Topflange hangers available in sndths ranging from 1-91'I6"ka7- 14 THJA26 LTHJA20, LTHMA Multiple Truss Hangers 3 11TV20 HT026, HTU210, )JTU26-2, HTU2,B-2, H-fW, 2i Face -mount haagars i2 and tie ghis tango g from 5.318'to 32° C v 15 THJM2.4-SDS$, THJM2-5.SDS3, THJU28 THJU:26.W Multiple Truss Hangers 9 HU,, HUC series hangers' Face -mount hangers available iwvvidths ranging from 1-9116 t0 7- 18 ITS series hangers Top flange hangers available: in widths ranging from 1 9118" to 3- a W '10 115 T813R2 24 Truss Spacer -Restraint 112" and heights ranging from 2.7/Wto 19-14'_ Concealed flange 518' and heights ranging from "9-1/8" fo 16' a W 17 VPA2, VPA25, VPA3, VPA95, VPA4 Variable Pitch Connectors version (HUC) avaTable forall modals having width equal taor 19 JBseries hangers Top flange hangers avallable in width oft-9i16" and heights p 18 VTCR ValleyTtuss Clip greaterthan2-9116" ranging ran in fromt5.518"to7.1/4" fl't- c r8 U C17 10 HUGOI,8119-SDS HUr_alB1/1iSDS;HUCO2210-2SDS,HUCQ210.3-SDS,HUCQ310- Fare -mount hangers 20 JBAserieshangers Top flange hangers available inwdlhof1-9116"and heights - -ea M ear x $DS, HUCQ4IC-SDS, HUCQ412-SIDS, HU04525S_SD,S, HUC05.25/11�SDS, HUCg610- ranging from 9-8/16"in13-118" Q SDS;HUCQ612•SD5 ch -p c Q hl ro ze ao ar ' o c ay 4 _ � 3 � Co 3 Co ty m m � o C r0 Si.mpson Strong.Tte202D FBCAppraved Preducts Updated Simpson Strang._Tfe2D2D FBC Approved products Updated 43rsr202f1 Simpson Strong-Tie-2QZ�FBCTAppraved Productsacts Updated tod z102as Simpson Strop- raved Products 20Z0 FBC4pEp. U d..ated 12[S_ eA zo For direct rokstoallSSTepprovalslisiedbeaM,,CLICKHERE Fordleclllnksto-allSSTapprovalsllstedbelav,.CLICKHER NiFcadditwnallnfamadanregar#ugFlardas5tatewldePraduct�AppralSystemantlhal-[adeGountyNoticaofAcptance:(NBA}, Fcrcheotlinksto-aliS8Tappcovalslisted belav CLICKHER For direet.Ilnkstoall SSTapprovals listed belov,,CLIC9UER mFx.additwnallnfamahanregatlntgFlcndaeStaEewdeProduei"Approva1.S1s1amandNart-GadeContyNoucaofAo&eptanee:(NOA}, r IrK, � uC F atldtwnal-nfa informationnrega[gingFondasStalewIdePrsuuctApprvvalsslainan am-LadeCniYNoticedfAcreplancedNtA}, ' ...Tfe For additional infor ahm regarding or FIara sStatewId Product -Approval -Sysiemand:AamiLad County Notice (bA}, • 21 LBaeries hangers Top flange hangers available in Wclth of 1.9116" and heights FL#11468-R5 18 S/LBV1,56. SILBVI V8 5/L13V2.06, S/LBV2,37, S/1_13 2.56, 91LBV2,6S, S/LBV312, Top Flange Joist Hangers 5 SET -AP Adhesive Anchorfor concrete ranging from5-3M" to 15-10, SiLBVS.56, S/LSV3 62. SILSV4116, 51LBV4.12, S/LBV4.28, VLBV4.75, S/LBV5,50 6 Strong-Bole2 (STB2, STB2-4SS; STB2-65S) Strang-BbR 2 Wedge Anch'orfot concrete available in carbon 22 LBAZ°series hangers Top flange hangersavailableInwidth-of1-9/16"and heights sea# ProluctModel, NumberorName Prody0t:Description 19 S7LTT20,SiDTT2ZS/HTT-14,HTTi,HTT5 HoldoWns steel and Types B04and316-stainlasssteel ranging tram 9-3flil" to 13-1/S" 1 HHU8210-3, HHUS210-4 JbistHangger 20 S/MST60, 91MST72 Straps'l18 mil (10 go) 7 Titan HD [THD-H THD-HMG,THD-H4SS, THD-HSSS, THD-CS, THD-CS600 Titan HD Heavy AutyScrewAnohorforconcrete and masonry 23 LEG31 LEG51 LEG7 series hangers Top flange;hangetsavatlable In wdths ranging from 3-1K'to 6- 2 HR56, HRS8, HRS12 Strip T(as 21 SP4: 8P6 Stud PlatsTies avarablo with hex head In carbonsteel and Types 304 and 316 718" and Heights ranging from 9 `to 33-112" 3 HUCQ210-2-SDS; HU00210-3-SDS, HUCQ3IC-SOS Joist Hanger 22 9SP, 015P, TSP Stud Plats Tlea slain Iass steel of with do, unters4nk he in carbon etas and 24 MEG5, ME01 series hangers Top flanga hatrgers eveTreble in widths rarigIng from 5-114" to y- 4 THG22 TOGB3, THGBH2,THGBH3, THGBH4 Joist Ha4er 23 STC, DTc Trues Clip Type al stain less 7/8"-an d heights ranging from 9"te 32-112 :5 THGQ2SDS3, THGQ3-SDS4.5, THGQH2�SDS3, THGQH3-SDS4.5, THGQH4-SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HO Threaded Rod Ceuplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25" TJC37 Truss JackConnec[or 9 Tien HD Threaded Rod" Hanger(THDB25158RH, THD837158RH, THD37212RH, Trion HD Threaded Rod Hangerforooncrete 118 and heights ranging from 9-1/4"to2A" TH050234RH,TH010212RH) 26 PF, PFB, PFOB; PFDSS series -bar gets Topflarige hangers available in width of 1 911'6" and heights 10 Wedge -All (WA) We0ge-A4Ancnorfor masonry rangingfrom.3-M"to7-1#8" FL#11473-115 FL#13904-R5 27 RR Ridge ratterconnector 28 VVP semis hangers Top flange hangars available In w,,dths ranging from 1-9116" to 7- Sea # ProduetModel, NumberorName Product Degor Lk= Sea 9 FmtluCtModel, Number orTlame Pruduet Description FL#%230=R8 1/8" and heights ranging 9-114" to 32". 1 OErAL-20 Double Embedded Truss Anchor 1 M-0103,62-S11SHt7G; 0CQM4.B2-SDSHDG, CCQM5_50-S0SHDG, GCTQM3_E2-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder R"ftAnchor CCTQM4;82SDSG CCTQM5,50-SDSG, GCCQM3:62-SDSG, CC0QM4:62-SDSG, San # Pro ductModel, Nurn bar orName PmductDescdRjj n 3 Hi`6', HIES, H16-2 H16-7S HuincaneTie CCGQM5.5"OSG 1 AT-XP ATXP High -Strength AcryllcAdhesivetorconcrete armason ry FL#10860-116 4 HIETA12, HETA16, HETA20, HFTA24, HEFA40 Embedded TrussAnchar 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECC1_QM5.50G-KT, ECCLL©MD3,62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesivefbt Masonry S HETALI2 HETALI8, HETAL20 Embedded Truss Anchor ECGL1LQMD4 62G-KT, ECCLLQMD5,50G-KT, ECGLRQMD2X2G KT, ECCLRQMD4.62G- 3 SFT-XP SEr XP:High-Strength Epoxy Adhesive for masonry }n'� Sea Product Mrade],Numbar or`Name Product Description 6 HGAM111.HM9 Mas6nrytintroflt-Gonnectcrs ICT5ECC,LRQMD550GKT 4 Strong-Bolt2(5TB2) Strang-$oft2 Wedge Anchorfor Masonry 1 ABA4,CASA44R,ABA46,A£3Ak6R,ABA66;ABA66R AdJustablePost Base 7 HHEiAI6.HHETA20 HHETA24,11HETA40, HeavyEmbedde!TrussAnchor- 3 H-GUM5,25',HGUMS.50,HGUM700,HGUM725,HGUM9.00 - LGUM2f`r2 'L6UM282 LGUM2'IO2 Heavy Masonry Hangers 5 6 Tilen2(TN2) : HP HD H45s, THD-H45$, THD C66SSl Titan 2ScrewArichorfor Concrete e D- s v t S Anchor ` concrete 0 Titen H Hay -Day h tier 1P available 3 4 W 2 a''. ABU.,$, ABU44R, ABU46, ABU46R, ABU5 5, ABUS 6; ABU65, A13U66, ABU66R ABU68; Adjustable Post Base 8 ,- LGT2, LGT3 SD52a, LGT4SDS3 G d irderTte owhl 4 _ - ,. ;, LGUM263. LGUM26-=9 LGUM28.3 LGUM2 4 8 Masonry Beam Hangers Y H g Titan � crewAn ncr W ABL` S$R, ABU1010; ABU101DR, ABU1212, ABU'121.2R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, l-GUM46, LGUM48, LGLJM41:0 - or316 stainless steelwith ith hex head, and 316 stainless steel with 3 ABW44Z,ABW44RZ, ABW46Z ABW46RZ, ABW66Z,A13W66RZ, ABW7-7 Adjustable -Post Base 10 META12, META16, META18,.MEfA20, META24, META40- Embedded Truss Anchor 5 MSHA3.1124.25, MBHA3..12111,25,. MBHA356i7.25, MBHA3;56/9:25, MBHA356fll.25. MBHA3.i MBHA3 51316, MBHA3,50118, MBHA5:5W.25, Masonry Top Flange Beam Hangers 7 countersunk head'. Turba Screw Anchor for z 4 A04, AC41R, ACE4; AGO, AC6R ACED Post Cap 11 MSTAM24, MSTAM3B, MSTCM40, MSTCM60 Strap Tlefor Masonry MBHA3-58/11.813, 6&14, Titan Turbo (TNT) Then concrete or masonry V 5 BCA, BC46, BC4R, BC6, SC6R, BCS, WS2-2/4. BC52-3r6 Post Gap 12 MTSM16, MTSM20, HTSMItk HTSM20 Twit Strap for Masonry MBHA35 .25, MBHA5 50111 25„ MBHA5-50/11.88_ MBHA5,50114, MBHA5 5o118, 6 G844; CB46, 01348, C866, CB68 Embedded Column Base MBHA5.50118 cu 7 i CBSQ44-SD52 BSC146-SDS2, GSSQ'86- SDS2. CBSQ857.50S2, CBSQ88-S452 Embedded Column Base 5 MBHU3,56l9,25, MBHU3,5Q111,25„MBHU3 56111.88, MBHU3:56114 MSH U8 56l16, 25; Masonry Beam Hangers FL#16937-RS � _ " 8 CC, ECC; ECCU Series Bolted column dips with W1 ranging from 3-1#4"to 9.112":and FL*111496-R5, MBHU3,5QM8, MBHU55g19 MBHU5.60111 25; MBHU5.60111 88 MBHU8,S0M4, W2 ranging from 3-518" to7.1/2" MBHUS 50116, MBHU5:50118 Sect # Product Modal. Numberasr^Name Product Description Cz O 9 CCQ-SQS2 5,'ELCQSDS2.5 Series Screwed column cap&with Wl ranging from 3-1/4" to 9-1/2" and Sea # Product Modal, Number DrName ProductDeserintion IL X34B1018.5K,X1S1016,X161016.4K, XQ1S1016, XQ1 BI016-4K #10-16 Strong -Drive XMetal Self -Drilling, Tapping Sctaws with # 3 L_ W2 ranging from 3-VT to7-112" 1 DTT1Z Deck Tension Tie Drir point 10 CPT44Z, GPT66Z, CPT88Z Concealed Post Tie Bass 2 HD12, HD19 Batted Holdowns FL#13975-R6 2 XLQ114T1224, XL4114B1224.2K 412-24 Strong -Drive XL Large -Head Metal SO -Drilling, Tapping ^ LL 11 12 EPB44A, EPB44, EPB46 EP906 EP54Z' Embedded Post Base Embedded Post Base 3 4 H03Bi HD5B; H076 HD$B HTT4,H175,HTT5-3/4 Bolted Holdowns, Tensidnfiies Sea# Product Model, Number or Name ProductDeacription 3 XMQ11481224,XMQ'11491224-2K Solewswith #5 Drill Point and Large Diameter Hex Washer Head 412-24Shbriq-DriveXMMedium-Head Metal Self -Drilling, O 13 LC844„'LC666 Embedded Column Base 5 L T19, LTT208, 1-7131 LightTerrslon Ties 1 SDW22300, SdW22338,S,DW22438, SDW22458, DW22500, SDVV2260R, SDWZZ538, Strong DrlveiSDW ELVP-PLY and TRUSS -PLY Screeds Tappng Screws with #S Drill Point and Mledlum OlorneterHex 14 LPC4Z, LPC6Z Light Post Cap 6D=854 4 XQ114S1224, X011461224-2,5K X114$'1224, XQ11251224, X0112B1224-2K #12.24 Strong -Or ve X Metal SetFDril1 1g, Tapping $cans with #5 Drill Point U 15 MPB44Z,MPB667,MPBE87 Moment Post Base 2 SDWC15450,SDWClMgI0 Strong-DriveSDWC TRUSS Screw -16 PB44, P644R, PB46, PB66 PYSGR Embedded Post Base FL#0628-R5 3 SDWH19300DB; SDWH19400D6, SDWH19600D6; SL3WH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-HEXScrew, 5 XQSAS1016. XU3481016 zK #10-16 Strong-DriveXU Metal Self Drilling, Tapping Screovswlith 17 PBS44A, PBS48, PBS66 Embedded Post Base 4 SDWH274000, SDWH27600G ,9OWH2760DG 80WH27100oG, SOWVH2712WG Strang -Drive SDWH TIMBER HEX HDG Screw #I Drill Paint 18 PB'V6; PBV10 Round Past Base &ea # Product Model, Numberor Name Product Description 5 SDVVS16212, SDWS16300,SDWS16312, SDWS15400 SDWS119712,,:SDWS224DD Strong-DriveSDWS FRAMING Screw! Strong SOWS T I MBER Screw Gratle) O 19 PC44-16 PC46-18, P048-16: PC64-16, P056-16. EPC444113 EPC46-1S, EPC48413, Post Cap 1 S95tBz24, SB716R24 SB1x30. 613 Anchor Bolts 5 SDW519000, SDWS225W0 SDWS22512, SDW,922600. -Drive onterior EPC84-16; EFC68-16 2 SSTB16, SST620, SSTB245 SST828, SST634, SSTB3G SSTBI 6L, SST820L, SSTB24L. SSTS Anctior Bolts SDWW280C, SDWS22QDQ, SDWS221000 SDWS22110Q, SDWS22120D, SDW=, 1500 FL#35320-R0 L� 20' PO4Z -PC4RT PC6Z, PCBRZ, P08Z; PC8RZL EPC4Z., EPC4RZ, EPC6Z, EPC6RZ,:EPC8Z., Post -cap SSTB281_ 7 SDW822300138; SDW822400ba, SDWS22500D6; SDWS22600DB, SDWS228000B, Strong-Drive.6DWSTIMBER Screw (Ederior G rade) EPCBFt SSDVYS223102DBB, e1 Bypass Dec irrrl 21 PPB44-4Z PPB44-6Z Post Base 8 SDW52251"2D66 OutdvorA�nts Structural Weed Screw DSSC643�5dDSSCB4B SSCB48 DSFiS Framing Dnft'StrutContrestor g Al W 22 RPBZ Retrofit Past-Bese FL#13672-R4 8 SDWS27300SS, SDWS27400SS. SOWS27500SS, SDWS2715WSS, SDWS2780089, S1ong4)riV6SDWS TIMBER SSSorew 2 FCB43a. FCB45,5, FCB47.5. FC849.5, FCB411.5 Bypass Framing Fixed CIIp Connector U) SCYW627100OSS, SDWS271200S8 3 F-PHSD34S1018, FPHSD3481016, FPH5D34B1916-5K,.-FPHED34S1214, 9101.6 and 912-14 Strang -Drive FFHSD Framing4c-EFS Sell- FL#10966-R5 520 # f ProductMadel: Number or Name CMST12: CMST4 CM=l0 CS1'4, CS16, CS18, C820, C$22 Product Oascalbtion Cow Straps 10 I SDWV13400 STN22 Strong-DriveSDWV SOLE -TO -RIM Screw Outdoor Accents Hex.Head Washer 4 FPHSD34B1214, FPHSD34131214.5K LSFC2.25, LSF04.25 LSFC6,25, SFC2.25 SFC4.25, SFC6 25 Dulling, Tapping Screws Steel Framing Connecter U 2 HRS6HRSB, HRS12 FHA6,; "FHAR, FHAl2, FHAla, FFIA24. FHA30, ms-rw, MSTi36, SitapsV mil (12 ga) 5 LSSC4.25, LSSC6 25 SS£ Z-25, SSC4,25, SSC6.2S MSSC2.25 MSSC4.25, MSSC625, Steel Stud Connectors Song Product Model, Number or Name Product Description MST148, MSTI60, MST172 SIMST27 S1MST37 S/MST48 6 MSSC4,25KW, M_1,1�30626KWL 5 1 FJA FSA Foundatfon Anchor 3 HTS18, HTS20, HTS24, HTS28 HTS30, HTS3AC HsavyTwist Straps FL#15363-RS RCKLW3, ROKW6.5, RCKWJ RCKVU35 RCKU05,5S Rigid KrergWall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTAS6, LST14% L87173, MSTA9 MSTA12, MSTA15, MiSTA18, M8TA21, M,8TA24 Straps, 43 mil (16ga), 7 SCB43,5, SC845 5, 8CS47,5, 8C649.5 SCB411,5 MLSGB45-51 M80B47.5 Bypass Framing Slide -Clip Connector 3 _ _ _ -. GH46 5, GH46 8, GH48 6, GH48.3. GH410 6, GH410 S GH66 6;.GH66 8; GH68 8, GH6S Girder Hanger 5 LS 8 I- 5 1 L . LS A24 ST292. 5T2122 115. ST2215 TA , STA12, LSTA1 , LSTA S, STA21- T , ST2 Stra 33 mill a ape, m (20 g) Se �# Product Model- Number or Name PiodoctDesoription - 8- SCS32-5197, SC$62-5QT SCS625I118 SCS82-5/118 Bypass Framing Connector - 8,GHe10-6,GH610-8 6 LSUBH325,3UBH3.25,MSUBH3,25 BfidgingConnector 1 AS18,AS1885,ASISS6 18ga.:Truss Platm 9 SGW3.z5,SCW5-5 Head-cf-Wall'Slide-Clip Connector 4 GL(36 A, GLS5B, GLWC, G1_85D GL67A,-GLB7B, GL57C, GLB71) Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ge, High Strength Truss Plate 10 SJC8,25, SJC1035, MSJC6 25. MSJC10.25 Steel Joist Connectors L� 5 01-BT512, GBLT612 GLBT516; G13LT616, GLBT520, GBLT020 Glulam Hearing Plate 8 LTS"12. LTS16, LTS18, LTS20 LhtTah9tStraps 3 AS-20 20 ga Truss Plate 11 SSI33.518 Bypass Framing Slide -Clip Strut Connector O cia 6 HGLHA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate E MSTA30 MSTA36 ST6215, ST8224, ST9, ST12, ST1S, ST22, MSTC28, MSTC40, MSTC52 S4aps54 rail (16ge) 4 ASHP Hinge Plate Connector 12 XL5H34B1414, XLSH78BT41'4 #14,14 Strong -Drive XLSH Shouldered Seib -Drilling, Tapping 7 HGT.2,HM,1,HGT4 Heavy GirderTiedown 10 MSTC68MSTC78 ST6236 Straps 68mill 04ga) Screws � W 8 UFP1 C-SDS3 Universal PAundatioh Plate 11 MTS12 MTS18, MTS18, MTSX MT830 MT824G, MTS30C MesliulrtTvvigt,$traps 13 XQ151018, XQI'B1016-41K, XQIS?214, XQ181214-3"5K X07851224, XCy7881224-3k, 440-1& it12-14; and #12.24 Strang -Drive X Metal Self-tkilling, S� 9 IJRFP Universal iZetrofR Fcuhdatian Plate 12 SIBI,56, SI61,81„5/62.06,SJB2.37, SIB2.56, 5/B2,68, SIB3.12, $I83.56, S1B3 62 6I64.06, Top Flange Joist Hangers FL#i5730-R4 XQ114S1224, XQ114B1224-2.5K XQ112S1224,XQ112B1224 2K, X34B1016-5K; X1S1016, X181016.4KjX181214,XlB1214-35K Tapping Screws Q ^ ` SIB4,12, 5164,28, SIB4.75, SIB5,5D Z VJ 13 SIBA21W8, SIBA2.12/10; SIBA2,12/12, S/BA2,12/14, S/BA4.18/8, S/BA4.18/10,. Top FiangeJotstHangers Sea # Prodact:Modal. NurabercrName Product Description J S/BA4.1 all 2, SIBA4,18/14 1 ET -HP Adhesive AnGh'or for concrete Z 14 S/HIA HurricanaTio 2 GAC, GDP, GDPM-50, GDPM-7fiGDPM 1CO3 GDP$, GW 50, GW-7G, GW-100, GTH Gassotuated fasteners and assembles Q 15 SJHD8S, S/HD86, S/HDl0S, SA�D10B, S/HD1S5, SiHD15B Haldowms. 3 PDpA PDPA-K,PDPA MG, PDPAT, PDPAT-K, PINW, P NWP, PINWP-W, PDPAWL, Powder actuated#asteners" threaded suds, and assemblies 16 SIHDU4, SIHDU6, SIHDQ9, SfHDU11 Hokloftii PDPAVWL-MG, P8VL3, PSVL3 K, PCLOPA, PECLOPA, PTRHA3, PTRHA4 17 SIJCT,, SIHJ.CT Jolst'Haragers 4 'SE _,3G: AdhesiveAoyhorfor concrete a SHEET NO, May 27, 2022 FIA 102 < � � '� f^�` t H i+Fr} � r - r r'r ,� + f. � ` , r ° „•,`r, � t .:1` .. - n - - - - qr .. b , yy -1�-j (D (D C-- Cn _0 > C- U MIAMI- PGT1ndwfti",Tnc. (D 0 -4-- =3 _0 0 0 Xha-uROJ'& -1 74 P- 0 11175 NMICE Of ACL�. UVWENM$VBAW NOUCE (WAGCEPTAM:45! E I 'aQUW'A" CMF AphWaSTAX'UUM I? rVjMXL NOTICE OF ACCtkTANCF, (N- OA) V*ez _ ice under pt*,C D. QUALM &S5CMINCE a) C-) Cn q = -M A. DRAWENGS 13. MTS jfoatnUeo) L (3) -0 C-) 0 L MaMiDwhuces die drawinpand wdiDu& 5� Test M l�Airbffibrdi=Teg,perFBC.-rAS202-94 11 - -- C: 0 — L- (D 0 0 u-nderJ7VO,4.X#. 11-019Z 2) Ugifolm Slafic Aar FussuEe Tf %4, W T-BC- TAS N244 AL,.TERIA� 0 Sliftg GIM DouN 0-4,45�M% Sheets 1 3) Water Rtsisume Itst- pff FBC, TAS.205-94- 1- Not" of ArMtancr No- 154-5-28.14- kmed to Vi4m Fid� Lunited fdr theff M C) -4 through'-' I af 2 1- Mared by =pnufactv=, date.4 M545- wft m, A dated q - L 10�TL C 4)LaW Mk"Je Iff"d T -t FB _' TAS 201-94 -'W]dW R*d PV -CExM-iar Ertrusions t-orWmdowx and M4mK� datedft'13/15- M 0 > w -0 E 0 &c4m�mta6=qchmi%,-dhw been it-mwe& abd a&iTtei byAfm=�Da& CmayM -ft-oductcoo"I seition t6 04�65"j 7_'Aped Md "Ed by A 5) iqrk Wind Pwoure lmadmg per 1W, TAS 203-N v%pirmf M-09/3049'. Ln (D be -used in Nfivni-Dade- Go=q =4 otbeineasubme aOmvibythe Au1hmtyUw=g Itmixiebon,(M-U) 6) FoXed Erffy TM, per FBC, TA S 2 02-194 1- Notice of AcceptameNo, 16-020.09 Wued to Vigen Extnpi= Linited fartheff '17E (n CU This NOAAamatUee-vA4 afterffie expv&6=dAtevbftd`beUw-11e Afigini-Dade CouW1Na4ua Cwmcd &-ctw B" TE$Ts 4v= of viqyl,'d4'q door, pmpared 1006 Tan U2;iadlkbtvT Shade�!Plib n-Mlite�) Rigid,PVCF-xta-iarExftv,%iows for (f) < INNU�ap sermtherighltoh etht& 441: Tmt repon va 1) Undo= -St*ic Air Pksare Int '102144 Test f4vxtNo- f TL 8549, d, Fki*�tim Tft1* L;* 11)6&-15 *W 2�4 Windows -and Damn 7,dated-12MA 'MU449n"2Q�al- pw4wo or tx*� a%immmiepu-9, 65ms- if I= Ixodito of Om I*ktplpex&TXt,lflthle,la�cepied 2) LtV Ntqgk lm��est pOTW, TAS 210144- Qrtttvs� R E.. (Tea VqW, fevAied On I,Vfti 5 and 02Y11116), 3- Notice of -AccqA=e'Ncr. 15-028.15 i=zd to Visim Extnuimlimited �fbr their AWUW &f)r, ar 3� Cycfic Wind Prff:o=r LOO"g FUC TAS- 403 494 Per 6- TCO' on, 1) Air UM41fiftTest- per FBC. TAS 2'02,-" Br*wit C Dated (P JAMInated) WkitrRigld PVCFxWivr F%WU wins for alb-ted OYL' REKMftVe. tho d& to revoke fts- - dong wiib-mo*d-Up dUWmp and MAWlahm 4-vkg= Of VmyI sWftg'glA% diw pmpnd 2) Uhifbm, Statk Air Piesgum Test TB C -, TAS 'Al2-94 Wkdows and, Doors"' dXW 13&ijj eXP ZL OnLO-0130n 9- _No, Mting Jab7 Ine TeSt RqXAt X.D_ FM 2717, d2Wd Apad! aild OnT atf 3) Water Xesistance lest, per FBC. TAS 2022-94- 4. NatiCe af ArMtaWe I"71Z'O'Z issaM to ENERGI USA- deo=-brdhe*ia =dhis beL-h desi��ta rnmply wfktbe-FkrhdsBd1dwgCa*-- 99. -4d 4) Large 3&SOE Jft4WTeStLP1ef-FBC, TAS'-?01-94 1w fafthm -7-A-N 30AS and 11ghter Sha&s (Non-UVOI Rigid -PVC Eit"r a&VLARC411noicime poftan :1) Air InEktion Test, per TBC, TAS2WM 2), Test w 5) Cydir Wtad Premve Laadingper FBCJAS 205-" Fumsion& forWindows an&DoM*sdAtM 0-91151K- oqiidng'm G21W21 DiEscmumox: &ffries -,xs7Wi i7w, viari sUirmg Gla5vDwr (Reinfwced) whrb 9Y & 13.* twm-T-LM. 2) Unifb= Static Air P"=� Test- pa FBC, TAS 202�,94 along wAhmalmdUp 4MV4MP=d MsWW= UF= of %inyl -qhdog glass dOff, prp2md 5. Watice -of Acmt=e No� 1"71ZO-4 Wated to ENERGI Fmestjafi4Dn SoWkm,US.-A.- 4 AMOVAL I)OCLWE--N-T- Dmumgblo, Ub-5".8 -Vmji Shding, 61ma Doff NOA �Lw- -'h� 1) Water Re*bnce Test, per FBC TAS 702-94- by Fewstiatica TMIJing Lab, 1=, Tea Rf port -No, FTL 95"57' dale4 11)KI 5, &�V" 2nd In-- f4x thm -Bronze and Lighw Sbado of Cap Coated Rigid PVClxtnior ' L 1,dwugh 21 of 2 LoMmed tTm a=fn cunw, dimd, i OOVI 5 �nd last rewised on 02/0 1,127 L t Bkw, dand by 4) Lafge Ift$ije-Impart TeSt FBC_ _94 Per TAS I01 peft Mi 'Waltd,by Jdakilis Oftep, P- F- L (Tftt re Wd -W ]Exu Aony, fai mdows �aftd Doot%' dated 091154 6 o*iWg,0n CK1150- "7' - , U 11 r --scaled A� Lym Willer, REL.� brarihg1he Mauu-Da& Co=r 5) Y&CvTMdP*mwLW4ingpwFBC7TA9, T 'Te% vyW on 1) Unffo= Static A*7 FfM= TtSt_ per FBC, TU 202 -94 NofixT of -AccePtnce Wo� 1"712,43 im, W to EIN FRGIFefi�- I -white Aj.-�t=e number- iM'etvUWOU date, by the Manii-m 4a c4utdy fkoftt C 01*W sec fica 6) F0=0 fthy Tlest, perfW, TAS 20-1-94 1 Lssik Impact TeA per-W, TA520 J-4,44 2) Large-N kid, ft thew PV' EvOmint1iVuslons- for W Udowvand Mon," dated NN Msnz Umell RATLNG -, Lout an dswio wt & InTat I R,-ik all t - aloqg- wit'limaAwd-V drawiags andb9affitioa djapm ofvfiiy1,0d* glass, doar� ptpared 3� Wind Pw�ive, Loadin'gper MC, TAS 20�44 OR4047% eviltq On'04&JIS, by Fe aegzatmn Ttsting L ab- ine, Test Rqx nt, No- U M deed 1"i�v) 5 z *MO and allft W-h=&M-V OrwmT.,aud iq"� diagnim of vinyl -%W*g gb% 4ow, pV=e4 -No. 104-&MO517, S-15753� ASTUE-34, Ted TTwU 09 Pff I- Sertabk I (*eetb-mA tabLe 2 (zka--tg) fkwapF1ickk--SGD uvltswn� design pm=,m� sealtd byld4hniv. Ortega� 13-F- (rmt iepeft re�*ed ouOUD440-arid,0111-1r200) -FBC,TAS2-Q2-94 A�j thJU A-JL-� mg Lab- Inc, Tmt Rrpmt Fn M39 datW ASTNO1929-nd ASUvO-635, is�-byEXOVA1oVisi=Exftu3i= Exce&ksic &ss types, g4dwrfwg tablesB-1 & 131,2-sheets 74) 4z4 an�bGr1aymt-sbeemr.equmnunr. im 11 thru 16 I Tdstn-Twan I)AirInfiltrationTest-- PUL -TA 1111940� =4 sealed 1;ylOrge A- Carmo. RE- (Snboth&dvw[rrJVO-AL Na 11- WmFmWe =EJA '- RisA Wiuv Mrr, Non Fv1C to. be rm ( -wbste) RigW PVC =JBr� c (PWzw d or biwiqate4) whae R*4 2) Undbim Slat w -4k Pfess= R-A T Va FB C, S'2-927 -94 � I mWed andfrik"O,41Vo. 11-9167L (Si& Wj lob - 3) Water Redgmee Test, per FB C, TA S 2 Gl-�94 9 Testmpw im 1) AirhfiltMtXMLTeSt- M MC- TAS -V2 8- Nowe -ofAccept=e No. 1"916.11 iswed I a K=-av Amm! za., lw-fjXtbeir 3. Eress qperable&bn nuut conjAy with In= c1m viftorhek2W_per FBCrequiew=d� as vpphable 4) Large Nln$k Imp= Test pe�v FBC- TA S 10 194 2) Unif� S19k Air Pwame Tvst, pu FUC� TAS 202-194 "hi an 071W! 8. '9enftj,�G'1as91 (Ckar and W ite) lnt�rfa3vi�, zxpmg, 4, Pocket walkunder selwau apptair4 to be revi--�byBtuiiftV aff icial :5) C yrfic W-od Fmswe Loadingper FBCt TAS 20-94 -31.watiff Ftesoanc-,e Test, per FBIC, TAS 1"62-94- 9, Notice ofAcceptaace Ne-16-1117.01 iw*d to Kwimy -kmemx I*c- for tb& LAHOX�G.� Eack vW 4taU -beu a pem=eut Ifluel witkfhe lam C4, suk Ond'�Y OFoRrdEnhyRst, -er.FBQ.TAS!02-94 p 4) LaW Nffssik Th4nd Test per FBC, TU 201-94 'TradfaM Uluadear. Om- and Color PVB Interkivri-, aTiring an M9119- A *qZ: WO mrked paw- Cydic Wmd,R== Lwdmgper FBC, ZAS 203 -94 Z=- Z =f 1A, hw,- OM sigoodaud 'bvF Tkstih T 17 r L94 ed tt* -per FB, -, tkS 102 Y. ST�:1-1t-IMENJS rhaiige. * the up _phcab le b uA4kkg, c a Oe nep tive aft tin_g peOmm* e o f d iis pro dud ilqqgwftmad�' draw.mp mid in�tidn "V= of vmyl �sfi#� Skoadoor ptgavd I I - Statmens letcrof conformwxe with IFBC-5* Edition (2014) =4 YNC-O'Edition TOtAUN-4,110'Noffts NOAwtU m = aftev tbetx pinfida datearifiheze h&,i beeaare%i� ord&W4m the 4, Z�tqwtan by Fcffe tbu da ed A-5), t matemK we, toftimma%fik-fte of ffie pcodua orp-qw%� Nlhwe of 091 NOA my ino&tf�- 2) Umfoun StaW Air Resom Te-4 PerFBC-T-AS2Q2-94 Nor 1 S-tatenwiff, lotter 0 f no UmmeW intmst-d atrd 0+18117. i9sued by mantOkfuren ,sigwd fbT wles, nkK-otsing or SAS NOA-Failmmia, co*y With mw 3) Walff Rewtai= Test per YBC' TAS 2202-9-4 616709) m2kd tfy Lynn wer. 2 a StCtiCao,f&isNOA*a- -bec=,sefbt*minatim=dre=mdafNOA- 4), Laa7 Ussik impao Tet pff tW, - TAS'20 1-44 3- LdTff of lab complin=. part of the a�ovr test repoos- ADN-ERTiw-mmN-T.-iieNoA=niwprwe4edbythewor&wm=-N& cm=y fioj&u andfanowed-by the 5) Cwk Wind Prffssw� Loa&*pa FBC- TAS 203--94 - C�ALCV"TIONS; 4-- RERTest Proposal -No, 17-03 97� dated 05/05117'. sw -Ma4 Ckwda- P E- _=d by expuvtoa dam mq be chs#a yediu If =jpo1Wnof&eNOAisdisp1@yed, therft it shR11 be 6) F�xtxd Entry Test, per FBC- TAS 202AA J- A-tchorveiftmt=caktdatvmsandt�twtuWz&*sZconV4*-WithFBC-2014, deatinitseoEnely, along wiftmailmd-up drawifigs and mA2&tmn diV= ofvmyl 4d*g vgland= "atbd -PM)Wdby PGJ, dated I b0911 5�=O 1W xv�Won D'111NIO,, signedafidse*d bT C= LN $WM ON; A copy aftm entim NOA sbaU b "m vj ded to d m %se r Vv the z mu afi Ktater or Ar dkd�* x atd TIL 3S4k dated 120)b- siped ad 4v Fenestmign Testing Lab, hw.. Test, Report NT-o- - I 1 PZ (�rtb#MW Ot"&#r.4N70 4 J'V 0 15_1', L NefimofAccrptawe No- 15-12119.41- hmed to PGTIndnstrift for-theirSairs -46A tte, qvaiwble..' ft-, ist *ejob si* at, the fe,'*Ws't kWed byldalmis Onego, Rt (Tesf te�p* wvmd on 0UMTfaOdQ2O(l,q !1, Ghzing pAplies w-Lkb ASTW-1300-09- 155TY/2770- Vin3l G-Un (ReWorced)-UU-",cq4ing= W,4*21- am The. tvbaa�ftd doemeatxtum v*s fe4eved by Ishaq,LC-banda. PX, 1Uq1 Clumikil-E AL hk;AqL C�aualo. TY- C) C� Product cautzollUav %P"Tihot FrodmOCautrol UAt $n0ftvisor $iSIP"Tifor XaA Nm zi, -e.,w as A3 i 1-0 2 OAA 3 C�4 j%B2 Apm 2024 Apprair'a nsftt 1%Fimfian Date ApA 14. 2026 App"TIRDIStel 216', 20,21 AFT414,206 A-Pp""t-Bbtelu"14 2F. v--n _v"cl is, 10-21 MarvIk -ApprovNi J�xui;%Urth 25�. 2921 E E PGT1Ud=trie--!�LbK. CGI Nftdawsand DooLs,11hr. PGT houstries, I= -N'()IICEO'f ACCEPT-V�NC-11-..-tN!DF-NCE,%IP.Ur-M NOTICE OFACCEPIANM EN-MY--N4CTSUBM[TTtD NOTICE, OF ACCEPTA.NCM!EN'IDENCESUBhff-rTED 2, F,1ndtace Svbmkt#d uxt&r pnviaua submind E. UATMALCERIMCATIONS (po"") 3. New F.N$&xwk -S%*n&fd 3. PJYMg L W Suacer Stautlard COM AnM A. DRAAAT- CGS R -hr -ASIM F 11-0 WVMPoss, AS1MD3,9&5'LOrjzM-4!Ass, ASITM E - A� IDRAWWGS L Dftiv��gNb� AIR-5570M R#vBL *1ed �Ytnyl �SUiig QQk",.DoarNQAM' Aem -Nafog-Faw- 4&jjftkdL Underpr "', as �vow JVOJ-�44 4 5) 21 -DurA)Qv 1. �d I of 21"PMrare 1, fto *- 2 Ed nd &ised on 04P--1,X mpe6 and-wkd by A Lym M11m P�E, 6. Q"tex -Part: m, copVbring w-*M ASM C51 gjbe� tondWi0ty -2,22 BTU-ini nf 21,,,Vxcpwd by and lastrevista -On�'OIMIP21- A$TM t 1249 WVIR-Paas� ASTM D 1434 Ugm Petmeanc&-Pam AS'N E 'E 's*led 2nd seak-d by A- LynaiNQu V�E Notr This mdwon condgm mplicement of swr rxisting untathdion. scrfw wdhiblhead- B. TESTS- 21V 1-G- Durabdity-No Fo& ASU W Dew Point Dew-lopudit -20V in 48 bis- XO-4 No. 1 S440.051. I le�it reports ow-1) AkInEh6tion.Test, pu YBC, T.AS 2U244 (Ubwiffed vinfer 2), Uffom Static AirFiew= Test. Lmdingper TW� T-AS 202494 '7- Vism Exftuston& Ltd. Pam complywwith FVC-.AAMA 30343�- VoWntary Spetffi�a B, TEM I, 3) Water Xes*tme Test, per TB C,. TA S 202)-K f WIL EXh� Ltd _VF-X_l by Xtn='LWOfi6 forV% or Rigid P*=Yl ChlMde (P'VQ Z 4) L,-Oge Missile Impad -rest Per FBC- TA$ 201-94, 5) Cyclic Wind Pirspikv LoadiagperFBC� 145�03-94 AAKk Fenesuatwn (Sulwked Lwder.IYO-4 -Nra 15- 44oss) C. C-ALCM-7LIATTONS - I along -"*=&-ed-W ftWmgs aW maa*= OtVm ofaU PGTU"iWes� Inc 9( Famccnvbwgvatk-PVC-AAMA,503"13.- - yDaw�1791andLj)4#O#S3% OW IQ qmlif jepf�� Unft rntedL b4ftW and'te -kb%WS S&AMW noder NO�4 Alo, !S,440#45) (D ' '!�Gr 9. PVC-AAMA 3-0 3 -13, 'V o hwWy Speeff ication Ut Iti- QWdck- (PVC) Exletior 'gid, RA D, QUAMIYAS'-, Sir", N CTI (D T-78 P dated f03114 -091 72J07!I. Pix� fo Vwon ETWoons IA4 -VEX-1 LAMA Fftsft#k% Extem ftfile by At Dtp �, of twv abd Economic Rewwxs OL 10 PIWZ;T 7 ift pmpoS4 FTL-210- cetiEcafion Program . � -4 IFTL:-20- 2107.2�. VG- T C.4.-7-40. AbOL OUtSWftCASieMiwt -%rindoW (=ft 8 in propos -abAiont 10- -Notice of Acceptance N.o. 18-1217,14 issued to EvqO Fenearatitp --S - US4 tac- fm- - C L E, AUTE9L&L -ER-f MC�AJIONS 2147.3. PGTPW`7V2UA Ahminwn F-ard Window (unit 9 in praposv4 and FTL-20-2107.4, PGT PW762jGA Ab== Fhked Windaw (ur& 10 M- date d 07,113 M2, aR signed ff&jr jan 300 & 1ight sbade (nua-wW) 'Wlke Rigid PV C -Exterior Ex.t;m*as:&r Windows'audDeors", ex#dngonO-2-W21- 1, Notice, of Acceptance No- 1-4-0�10-5.02 hisued, 1aKur=y.AjWrk0,Uc. fbrthfir --f rosif an, Un-adlear, Clear, and Color n7B Gbs51�tmiaye&7- V-Wff' Wig Ca 07*8024- > pn"sd) =d sealed- by Tdahnis Ortegajl- 11- Natkeof Acceptante No, 1&0122.02 Lq=d to Eaergi Feap-,tration Sbktkn�,, USA, lm� for 'Ul&e I N2oficte-, of Acce ,ptanct No, 17-OSOLUZ, ismd joKunravAnwrk-*, -W. -rorthvii "SentryGlast > 0- tbdr scrim Rigid Pvc Extnior Exhn*us for Windowl and Dodr!C. eLphing on (Upar and Uliti) "%& htterbyarir- UMD3 EXP=19 0- C-ALCU"- TIONS 1, And= Ver&=iM C&4WjOW _Wft TBC 7,* 3- Notim ofAcceptme No-W110610 ik%xd to Visice EzIramm Lftrd� fvr- their -Btuwn 0 < StM�j 2=b%j5. CO& V:iy* -Mfisw 12, Nodoe of A=*ta= N'd 2"2W.03 i M ed to Enerffi Fe4esttatibq ISO�AM USA, Int- f1or Coated O�dutea or,Lawimtrd)� Wldtr Rigid PVC Extaiiv Xx� for-TViodows �(202ft d4edl 04122/20 pre t, by ounufadnwr- s-,a,atidSeaW bv igo , , > '�' V.- Ightshade cap vuted White 1W I `Ii� Exterior kkirmiam for their 14vM* A .-Yt 2- Ghz4tci� With ASTME1300-44,-0,12 Window s and ]Dm-s", e-Vidng on MAO 5, Notkt,'of Accqiaixe No- 04 100. 11 io� I q Visim E=uskm Limfted 56T Ou�r sftus "d -16. "ATE MOT= 202 andlighter, sh-adel-I rL%n-:"Wh) F40 C ellular A�C Elte-dar D� Q1L7AL11YASST&XNCE f. STATE3WINiTS -of -1116 EMu!w'mi farMadows-aud Doors7,'v*�* cu 12,26M 0 Miam�Dadc Dq=tWeW Qf?,egUbTor nd E=CnkC RgSQ=f�s Mjg4 1. Statemmt letter confamance to FBC E&&,u (2020), dak-A 04n-2,20, im%ed by mamffieuter: sWded and waled hy Anfthmyl-yim Mler P-E. 0- E. MATERIAL C,1XTMC-A-TfflTNS 2. &atemient letterof no fumcial. idereA and of independent. muled-bymnunfach=1 datfA L ISWcmett kft& of conknnarre to FBC 70 EdidAn (2020), dated 02*1,,21, muEd by Q) nwed1oKur:ar-a:vAaaorka,1hc. fordicir 04119,-A)- sipM and w,*d by AnthonyLymINfiller, P-E� n=nd�wftvet, stnW and gn.led -by Anthcay Lynn MilkT. F,E, U) "Trosifelt 111hackar, Ckw, and CoUr PN7B Glass 1nteirbtv*rsT'- eVnmg on 3. Pm- We Libdig Agreement domment betwtm PGT- dated, 03&15 and soed by all -2- Pfivaw- Labeling Agmvnx!a 4aW @3108P21 betwun PGT In I=. =d CGI 177/68124- immived partim. Windom and Do= Inc-, i4 by Dean X XuaAr. PX, V Y. kao-wMing'. on b&ff Of I. Nefte efAcaeptance No-ITW&O2, mx4 taKnrarav Am*rkal h- Inc- for Meir (Clear =d. Wh,&) -GImInteib.yon", 0 ft 0 7 A4 P2 3., a pu OTIEERS', I 11WIce of Accqtzwe No- 19-11,06,10 �is� to Vision EXUuWal ;-in�dft, th -Brown Coated Lmninated) Mike Rigid PVC E'-mtgrkr Extrusions I 'Mh NoAnv"5 N A# 17 - 0 42 0 A 6 T-'W /WJ) md t 44 aT es t o 13, 0-2 W. 6 G. OTHERS (Painted or e W�-hing L Thig WPM- -reThes mews NOO 29,44:20.(6 (PLA-wCG4,zVifihgO4'l4/26 for'Windowsand Doors'- uqfirfir Notice Aomptance No, 194106.-U Vision Eadrusiom Lunded. for 2- REK Test pruyo AWI IS 5 dated 011 OF-? 0, appu ved by I �haq L ChandkP F, esph i tg 2. M* �mrzW as�M PI-4, CGI fk, #21-0205.01- oTidng 0444P2� of issaad to theff 04440-1- seiit& "IT ION Tan 202 and Wer shades Oan-Ntliite) Rigid CeRalar PVC 4 414 1.U. ]Exterior Extrwims fbr'%1mdmvs and Doov�', nTmng on 12,21%21. 4'vjw-)�' < LdM4 1, CiLiA4. Px, L4mq I, Clands. P�E. z 1**41 culwasi:P'E� Product t=LWA Uak Supmvlsa R"*-*t canow VTO SUPMi"r prod C4**Ol Vrvat -Nm, NOA N" % < ttoA No. AVA114 1016 EXPift-60111b, kk Af"'14,24* D-ol xor-wu' -'0 ,1 utteh SHEET �0. May 27, 2022 PA 1.3 -7 7 W,4 '4 i"k 't 4� M'. Z' 7, O U) N }, MIAMI•IE MA>v Fiat rnlT O Q O O 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGUTATORY AND ECONOMIC RESOURCES (RER) 11905 S°' 26 Street koom 21$ Cast Crete USA, LLC Cast -Crete CISA,, LLC Cast -Crete USA, LLC C� M � � BOARD A" CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (186) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE Dp NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' _ O O � U -a) � D � CCf NOTICE OF ACCEPTANCE(NOA) Myw.mlam ad .2ov/economy L EVIDENCE SUBMITTED UNDER .PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE- SUBMITTED UNDER PREVIOUS APPROVAL #12-0209-12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � N � U = O 0 " N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O s� Sewers Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet 1 of 1, I. Drawin Na. FD4612, titled "1'reeasf and Prestressed Lintel Detaxils`; sheet I o g .f ,1 " 1. Drawing No, FD4612, titled Precast sand Prestressed Lintel Details , sheet I of .O LL. C — � -.— prepared by Craig Parrino, RE, dated March 24, 2003 and Drawingllro. LT4612 titled 1 prepared b Craig Parrino P.E. dated March 24 2003 and Drawing No. g e 03 and Drawing LT 12 titled "Cast -Crete 4" "& 12" 1, dated 03 2 �/ a raw rag No. _ 46 , tz, 6 ,— O M O > � -0 SCOPE. Cast=Crete 4 " 6" dr 12 ",lintel Safe load Tables", sheets 1 through 3 o 3 re red b f g f Y �, LT4612, titled "+Cast -Crete 4'", 6" & 12" Lintel Safe Load Tables ,.sheets 1 Lintel S e Load Tables', sheets I through 3 of 3, last revision dated 06112114, all '� g O � � N i- O i . . This OA s cue issued a applicable d N i being ss under the apple bl rules an regulations governing the use of construction materials. . . . revision 1 dated. April ,2003 both Crew Parrino, P.E.. dated lVlare# 24, .20C13 last # gl' . March 2 2003 last through 3 oft prepared b Craig Paxrn"trga, P.E., datedM r h 4, , , , _ P �' � .. _ � prepared, signed and b Crate Parrino, P.E. ®ri 08I11�7I4. P �' � �' (n }, . — cn � O CQ The documentation submitted has been reviewed and accepted Miami -Dade County : R t Control p by Mgam ty RR Product Con of drawin s si ed sand sealed b Craig Parrino, P.A.� g Y g' revision dated March 11, �2008, all signd+d sealed by Craig Parrino, P. E., erg ,,_, � � � U3 Q Section to be used in Miami Dada~ County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. H. TEST'S .s� '— (AW), 1. Test report on flexural testing on 4 ", 6" & 12" Precast, Concrete Lintels Filled sand 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total oj''('13) concrete lintel specimens, per .4STME-529-94 prepared B. TESTS C. CALCULATIONS Section (In Miami bade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories Report No. 30404A dated 04110103, signed and 1p , 1. Nitric. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. I this product or material fails to perform in the sealeeddby Christopher A. Hamon, P, E. C. CALCULATIONS prepared by Craig Parrino, P. signed and sealed by Craig Parrino, P.E'. accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, None• modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1 • D. QUALITY ASSURANCEthis acceptance, if it is determined by Miami -made County Product Control Section that this product or material p 1. Calculations far Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources l"RE`R). fails to meet the requirements of the applicable building code. Parrino, P.E, signed and sealed by Craig Parrino, P.E. 1. B Miami 1lande Conn Department o Permitting, Environment, and Regulatory Affairs. y p l g ' ` ,2. Calculations for Cast -Crete Lintels, dated 05129103; 140 pages, prepared b Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and Igas been designed to comply with fife High Velocity Hurricane Parrino, PE., signed and sealed by Craig Parrino, P..sir' E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Cade. 1. None DESCRIPTION; (Cast4CCrete) 4", 60 &121, iligh Strength: Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER • 1, „ APPROVAL DOCUMENT: Drawing No. Fl:?4612, titled "Precast and Prestressed Lutist Details", sheet 1 of 1, 1. i stem Manual or Cast Crete Machine Made Precast Lintels revised on M 1. t3' �' f �' F. t)TIIE 1. Letter franc Cast Crete U�'ri, Inc., dated iIi4119f2+�14, signed �irid ,sealed by Craig "Cast -Crete " 11 11 prepared b Craig Parrino, I''.l dated March 24 2t703 and Drawing No.. LT4612 titled.:4 6 & 2 i p � t7 3 F � b I �. - 1 �1��AA�7 2002. . . 1. Letter aim Cast -Crete Corporation, dated P'ebru/yy. 03, 2012, .stp��ied rxrtd reeled J' �^, I 6 .. . . Prtrrrrtia, P.E, certifying compliance with the F7arrda Building Cade, 2014 Edition. JI e Y d Lintel Safe Load Tablesil, sheets 1 through 3 of 3, prepared by Craig, Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Cade, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No, FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E, dated March 24, and Drawing No. LT4612, titled 1. Now. B. 'PESTS County loge,. 12003 Cast -Crete 4 , 6 & 12 Lintel Safe Laud Tables , ,sheets 1 through 3 of 3, prepared by 1. Norte. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. $. TEST'S1 C. CALCULATIONS. change in the applicable building cede negatively affecting the performance of this product. B. TESTS None, I None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1• None. C. CALCULATIONS materials, use, and/ormanufa.cture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. EQUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with. 1. B Miami -Dade Coup Department o Regulatory and Economic Resources y County p f +' �' t`1i'ER)• any section of this NOA shall be cause for termination and removal of NOA, 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Cade Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manufactureror its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C%A a This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, L-4 and 00 E-5 as well as approval document mentioned above,.-- The submitted documentation was reviewed by I3elmy A. Halsor, P.E., M.S. ' ' eliny A. M ar, P.R., lli.S. elmy A. Makar, P.E., IVLS. elmy A. Makar, PX. NLS. t3 u c ro NOA No. 20-0630.15 T'rri net Control Soon Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No, 20-0630.15 Product Control Section Supervisor ® = CI'o W- MiAMI•! > CAUMTY �- `' �• fy Expiration Date: 09/I1/2023 P Expiration Date: 09/11/2023 P E iratlozi Rate. 09/11/Z023 NOA No. 2"630.15 Expiration ]late_. 09/11/2023 -, � y �' Approval Date: 0&20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date. 08/20/2020 1n co as -4C d N se < ! Pagel E-3 E-2 E-3 $ a, 1W 0 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE EMITTED CINDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAGS A. DRAWINGS 1. Norte. L None; B. TESTS B. TESTS 1. Nine. 1. ,None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. Nine. D. !QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER, 1, By Mami-1 ode County Department of Regulatory and Economic Resources DER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. L None. N F. OTHER F. OTHER Compliance Letter with the FloridaFloridaBuilding Cade, 2017 Edition, issued by Cast 1, Compliance Letter with the Florida ,Building Cade, 2017 Edition, issued by Cast- ZC_1. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E, Crete USA, Inc., dated 08/08/17, signed & seated by Craig Parrino, P.E. $. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued b Cast- fa g y A. DRAWINGS Crete USA, Inc_, dated 06111120, signed & sealed by Craig Parrino, RE 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'. sheet I of > L 1, prepared by Craig Parrino, P, E., dated March 24, 2003 and Drawing No. LI'4612, titled "Cast -Crete 4", 6" 12" Lintel Safe Load Tables', sheets 1 O through 3 of 3, prepared by Craig Parrintr, P.E., dated March 24, 2003, last i— -}--+ revision dotted Jane 12, 2014, all signed and sealed by Craig Parrino, P. , on U January 22, 2019 B. TESTS 0 1. None. C. CALCULATIONS Q 1. Nine. U) D. QUALITY ASSURANCE 1. Miami County U M By -Diode Department ofRegulatory a nd Economic Resources (RE. . E. MATERIAL CERTIFICATIONS `IONS � Q 1. None; O_ F. OTHER 1. Article of Conversionfor aname change.O L LU 0flelmy A. Makar, P.E., NLS. Reliiiy A. ]Makar, P.E., M.S. z Product Control Section Supervisor Product Control Section Supervisor J NOA No.20-0630.15 NOA o.20-0630.Is z Expiration Date: 09/11/2-023 Expiration Date: 09/11/2023 Q Approval Date. 08/20/2020 Approval Date: 0W012020 -J -'4 E-5 O- SHEET NO. May 27, 2022 PA 1.4 /_ N � /111--lif I - ILI E00 tmc\- TILLIT TESIT1111111131 & ENGINEERING ODMPANi _____ VAT,TRR A- TTLLIT, M, RE iillei; ot-ri, ,,,,,,Sa YL ,� 441�, Yt C., L4��.N"_ GOI6719 PRODUCT EVALUA710-N REP REPORT NO.: 20-0728.01 DATE: JU19 28,2020 PRODUCT CATEGORY: Shutitirls PRODUCT11UH-CATSIXORY- Storm Panels PRODUCT NAVE-� 20 GAGS OALVANIZED STEEL STORM PANEL� , MANUFACTURER: GjGb AWtion Pr6dUr,tB,LLG, 4600 S.W. 51 Street Davie, Florld&3314 I 1?U MAE-OF EVALUATION, This !as Product Evaluation Report issued by Walter A, Tillit, Jr., P.E. (System ID 0 19043) to the Giobal Protection Products,, LLC, Rule Chapter No. 61 02-0-3,� Method I D of the Florida Daps rtmont of ftsiness arid Probstalonal Ra,quiliatton. This product is bellin ' 9 Issued an Evaluation Report as described herein, and has been verified for compflainpia-In accorclancewith the 2020 Seventh Edition ofthe Florida Building Code, and to verity thatthe, product !&for the purpose Intended at least equivalent to that required bythe Code. This Product Evaluation Roportshall.be subtactip review arid revision Incose of � a Building Code citarige that may affect its, limitations and conditions Z_EADENGE SUBMITTED. Z_11A_ERQQV9T9YAL_UAT10ADQCUMENj (p, "m - Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilleco, Inc.; signed and sealed by Walter A. Tillit, Jr�, RE.; dated 071'2812020� This drawing Is an integral part � I IMNS Evaluation Report, k Mil IQJA '� '$��xkjtR A, rQ � ��' I-.. "'�� "'. �'�. - 4- ..' vNGENO , , ,:;- � e :_ _____________�;747::�' S—� �- NO, 44167 -� * *. " �'� 611 1 63S5 N,W. 36th Streel, Suite 305, MiamL Fitiflib-13166 - Phote, (305) 871-1530 - MOIDUCIMIAL-VAT-1-0-N UPORT bla-211702am 2 22. TEST P _$; EFORT Large missile impact and tatique load tests wore performed under Protoco15 TAS 201, 203 as per Sectliph 1626 of the. Florida Building Code. Unitibirm static, loads , , as per TAS 202 Protocol, Test reports prepared 6y Hurricane Engineering & Testing, Inc,, Reports # 96-669 dated 08109/19963, #9(!Pw570 dated Q9f I 81199,15, #96-T30 dated bW2011996, all three signed and sea) � led by Hector M. Medina, P-E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04/1611998 and # 2126 dated 1010/1 9,48 witnessed by Gilbert Diamond, P.E, and Report No. 0219.01-09, dated March 4,,2009, signed and sealed by Edmundo Largae,spada, P.E� and Henry Hattem, RE. Tensile to,st report No. DCM-1 97 by QC Metallurgical, Inc,, dated March 13,2009, , signed and Sealed by Frank Grate, P.E. 2L3_STR_lJCTURA.L ENGINEERING CALWULATIOM On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. Clesign m4nd load -as Wait as maximum anorol'spaciing vs, design wind load and panel length biased on rational and comparative analySi$, and fr accordance with section 161 6 of the Florida Building Code, Calculations prepared by Till%clt Inc,' dated 1 ItO$108 and 0311211 5, signed and sealed by Wolter,A. I Rift, J r., P, E. J__M_ffiSjLEjXRAQTjMSl X_ANCF� Large missile Impact under section 1 1526 of the Florida Building Code,, as per TAS 101 Protocol. 4-"--NO LOAPSA��' M 2G Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. MaXiMvm panel leirigithshall beas indicated on Siheots'8,10,14,115, 16,19, 25 and 26 of 26 Of Product Evaluation DocurneritT.E.D.), drawing No. 26-17,6. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14,15,17,18,19,20 2B arid 26 of 215,,af Product Evaluation Document (P.E,D.), drawing No,. 20-170, , 5JNSTALLATION, Installation shall be perflormed strictly in accordance with details indicated on sheets 3 thru 7, 10 fhru 20, 23,24 and -26 of 26� of Product Evaluation Document (P.E.D.), drawing No. 10-176. Minimum separation to glasis shall be as Indicated on sheets a, 14,16,26 and 26 of 26, of Product Evaluation Document (RE.D.), drawing No, 20-176. - I GESM61. Um. 8.3) IN CASE N%T PRmw BMW, OR PRECAST CONCRETE PANEL54 SWOM OR WOW BOA" BE FWW 00 rNe XW= Erm gwm BMW EXISTING WALL, AN01ORS WAUL W LORD DXXIVTO RE" ple MAIN MM*W BEHIND IlUCH PANELS I STORM PANEL 9MN ON "'IS PRODUCT r'%L�IATON DOCUMENT (PrEL) RAS RUN VENKIM MR WW"ANOt IN AW'HORA&C Mgt, BE As MENTIONED IN 0j), *0 N 6"21 ACCORDANCE WT,H TRE 2920 (7th EDOTOK) OF THE FIDRICA SUILDWO =F_ (C) Tq_Z2TfiW_kQM1W&_i=nQ_W&a;� � "ON *NO LOADS $Rkt WE DETURNIINED AS PER SECTION 1620 OF DiE ROW MENTIONED CODE, - 1/0# TA00ON MONOCs' AS ARWUPAOTVAIM BY ox Kom W_ FOR * WN0 SPEED AS RODUM BY INC JUNISINCTION Ydow YM 1,SHVFTI WILI, SC WSTALLED, AMC - #14-10 PANELMATE FOANLE 10 AND PANELMATE PL�)5 ARCHM, AS MANUFACTURED BY ELCO OONSFAMCREN PROI POR A DROMONALITY FACTOR Kd.0A5. USINO ASCE 7-1 0 AND $�z NOT "em T"r V"lAw (As.O') - SCREWS Pet #01S. '1�11�#41S DESKIN PRESSURE SAMOS lNOICATED ON MEETS 7 IRW Q. 14. I�k IB, IV a 2iZL - �� WOOD BUSHIND. AS OSTRIAM BY ALL POINT scNEW, SOLr & SPECALry Co. IN ORDER TO VERIFY 1K ABOW CONDITION, ML-14.7t DEWN WIND LOADS DrIDOWMED PER ASCIE 7-14 SRAU, W FIRST RCDQOEO TO XSEY OES14W WIND LOADS BY MULMPL"NG THEN, BY DS N ORDER TO C I, MWWAA TOREADED PENCIRATIM WTO WOOD OF TAPCON ANCNORS , SHALL M I Ile AND 2' FM EXQ PANCILMATE PWr COMPARE THESE W1 MA,X, (&S,Oi DESIGN ORMURE RATINGS INDICATED ON SHEETS 7 TM 12, IA� 15, IS, 19 A 20, '440 PANUAAUE PITMAUE 4 IN ORDIER V VERIFY 11PAT NVFMS ON IRS PT,0. AS TESTED WERE NOT WER SFRESSISD� A "S WCATASE 0 AWWAK C.2) MWIMUM INTENDED PENETRATION OF LAO SWPW� INTO rNt WOW FRAME UNITY *41 BE � 1/2' NO "WE0 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PAW O$� TWE GEOUPIZO THREADED PMkT*idN, STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS, TTSIC4ERS SPAONa It) WOOD AFM SEEN DETERMINED IN ACCORDANCE ARM NZ.S. 2011L CI) MINIMUM EDM OW44CE OF LAO SCREWS, INTO *00 *' ALL BE AS INOCAItO IN IM MASTRO ilTolm 14PACT AND WIND RESISTANCE 44 SEEN VERIFIED, IN ACCORDANCE WRM SECTION 1626 OF 111C PER WMCME EN"EERR'r, & TESnNB IYC� REPORTS "-SW, 9S-S�Q & 96-T30 AND CA) MINIMUM PENEIPAr" ?,IF WOOD SkIMIND SHALL BE S/W`� 1/4' 0-20 SMEWS USSR SNAjj St 1 1/2' LO-4- WNlMIJM FENESTRATION IESYMD IAS, ME_ REPORTS 120V & #2126 � AS 0140t� TAS-201, TAS-202 AND TAS-203. Movu) MOW olsr, AW 11 MINIMUM MR W4US WIN No slucco, AS WELL AS AMERICAN IM LAS, OF SOWN FLOR104 REPOW #0219.07-01), AS PM TAS 201, TASS 202AND YAS ZO STANDARDS, C 3) IN 0`55 TIM PRECAST STOW, OR PIPCOM CONCRETE PAN", SFLCW OR AVON ]BOARDS BE FOVND ON THE Oli"NO WALL ANCHORS SWLL BE LONC ENOUCH I* REACH THE MAN STRUCTURE BERNO SQ00 PAND,% 9. ALL ALWANUM 1XIINSIONS To SC 6063-Ts ALLOY ANO TEMPER, (UNLM Or'MRMSC NOTED), $CE Slim 2, AKCHDR04F SKhU. BE AS MENTIONISD WICA), C,2) A, t 41 11 41 &WIMM SHM METAL UsED AT CLOSURES &HALL i'AYE 31%-Hi4 ftWY OU) ANCHORS SHAU BE #WAU" POLLOWWD ALL OF M RECOMRNOWPONS AND SPECin(ATIONS OF INC ANCMOW'S "DrACTIATER, A ALL STEEL WEET METAL PANELt 94U %AVE STRv=N;K QUALITY STEEL, ASIV A-651 GME 50 WMMUM, C-401 MMANUIED STEEL PESIONATION W/n- 56.5 6w] �AFTER ROLLED). 4, MEALS MAY ALSO BE JNSIAUZV HORIZOOMLY MLOWWO JAVALLAWN DETAILS $11ONN 00 SECTION S 134RMH 10 IMEM 4 04ROUCH ,S) EXCEPT rNAV hu� 0 4 0 SMALL Not BE USED, 5, ALL SCAM IQ BE STAINUESS SIM 304 Of. 116 MCI SERIES OR CORROSION RESISTANT COATED MOON STM AS PER DIN SOM W1 50 Mi YIELD STROACTIR AM W kyn TENSILE STIM14CIN A SMALL COMPLY W/ FLORIDA BUILOWG Gvul 9 IT SNAIL 1W THt WSPONSISIOTY or, THE'OONTFACTOR To YCWV _1HE SOLINORESS, OF TIRE SM=11W_ WHERE MUMER IS to K %CNON 2411�3.�,,L ATTACHED TO NWRE PROPER ANCRORAIIE, THIS MUM SRAlI ONLY BE ArTACHISS 11) CONCRM BLOCK OR WOW FRANC o(ADWOS, t WELTS TO BE ASIM A-�07 ZA04INIM SITE. OR AIV 40- SERIES SiAIRLESS' SIM- WM 16 1.1 "," WELD STRENGtK M. EACH REG" STORM PANEL ATTM LEN"S'S OVER W-4 101ROLCH 12'-4' AS PF 0 ARC ALTER03MS 8k A* & MIN ON SRITS 0, I A 12 AMPEC"VOLY; $K41 NAME A LEGISUE AND kr;6S,T=q',M:i ul 'N'MUCTING OWNER OR I AWNCAS TO WALL SHALL BE AS FOLLOWS- TENANT TO SECURE PANELS WON APPUCABL4 RDWOTICEMENT WRINO PEMODS OF HURICOARE WARNIND (A) �2_otjMRG_fW3EG_tQBORpE, I� TI�E WMILATION CONTRACTOR Yi TO SIAL,/tkI,kK ALL "MR CWPON047 MVq WRIDH REMAIN IN COMMOUS DONTACT WTI, 1 14`0 TAMER ANCHORS AS MAWACTUM BY f-'TW BVIUMC JK_ (Vlk�- f"F-4192 Ps i) THE RUWNG TO PREVENT WM/Kkk NTRLSION __1 14' 0 � 7/8' MR-* ANOW!L AS INAMUPACTORED, BY DENALT INC. (141L P.-NNA, ix-) - t"r, T 11ONS AND 0 We REQULATIOMS Y 1/4' SOUO-SEr MCOORS, AS 01510WICII BY ALL POKa SORSIN, SOLT & SPECIALTY CO, 12L STORM PANEL W5tN,LAFQM Sp^j COMPLY WM SPECS tNMAT,CD IN IRS DRAWNIC PL�JS AW Be , 2 N (W�' r..30W p.Q POISVIDED By THE ak=0014 04M PERMIT IS APPOED TO - #14-10 PANELMUE FEMALE M & PANELMNIE- PILLS ANCNORS� AS W"ACTUAW BY ELDS CONSTRUCTRON PRODUCTS, 13 (0) IRS PRODUCT EVAWAADON COMMENT ME.11) PRPAM BY IMES JUNCINE&A IS tMERIC AND DOES NOT PRIZAVE INPOPMA110" 111% ';_1=111`1.1� , FOR A SITE SPECIFIC PRWCCT,, L., WHERE TYIE $U CONJUMONS DDYWr FROM TI-X P,F_t� - 41, A MANUFACTORED OF M-FASt CORPOPWAM (ec-1600 p��Q Al I MWWUM EM81FOWAT OF TAPM+ ANC40AS IMM POaAES CONORCTE SMALL BE I ,fl/#', 2' Fog j-ANELNATC Fym&Z (b) CONTRACTOR TO RE RM010SLE FOR 'MC SELECTION, PINICOMC AND IWIALLANOM INCLUDIN9 LIFE ENVY OF THIS PRODUCT BASED ON IRS P,tb, PROY"D HS/SRE DOES fW OMATE PROM TIML CONDITIONS ROAM ON THIS DMVWNT 0 AND PAREMALTE PLUS AND 1 114- PON CF TAP-CMIR AROHOR$. CONSTRUCTION SAFM AT $In IS THE COWRACTOR'Z RMONSfeiLTY, A2) CAQK_IN & SQUO-Sc ACHORS SRAL, K EMM30ED 1/8- W70 T,ir POURED CONCRETE NO WSEOMCMT INTO (P) -15 RP40UCT EVALVATI)O4 DMUMIENT TALL RE CQN%%lOM WMWD IF 400 M SA= SHALL BE PERMITTED- 114- 0-20 Slel?M USED M&L HE 1 7/2- LONG MINIMUM SHOULD MCCO Exw-, NO I� W"Vkf FOR WALS " NO CMAXQ. AND MAY BE tqEADW SCRM 08 ALL TRWADIED SCREWS W/o lWiD. �d) STFS SPOSIP4 PRO,MCIS MALL BE PRIEPARED By A FLORIDA REGISTERED CNOWEER OR ARCRIECT WWCH WILL BECOME THE BUT WIN "45 NUTS EN"MR or RECOM (D. TOM IME PAMCI ANO WMS WLL BE RESPONSIBLE FOR THS PROPCIR THE USE OF RED&GNEDI OF RECORD, ACTINIC AS A OFUMANVO ENGINEER TO THE AM IN CAST TW. PlYLICAST STOW. PRECAST CONCRETE PANELS, AMERS, STUtOO OR WOOD BOARDS BE FONNO ON �f RED, ENGINEER, 19ALL BUSMIN TO THIS. LAI" THE $In SPECIFIC ORAWN05 FOR PrAft- OTSTNIC WALL 04 FLOOR ANTACAS SMALL BE 0*0 M04 TO REACR INC MAIN STRUCTUK 604IND WON PAMS M01ORACE MALL BE AS MOVIONED IN AA) A-90 O� A, 2)� (6) TWS PX,D. SMALL BEAR INS CATE AND ORIONAL $M AM SIONATURE OF 7NF PRQFE$WON& E14NMR OF RECORD MI PO4PARED it, (5) lg-Qa%DIM-02&WIE,bkQI-AULAXN-r--W1 i/4' # TAPOOR ANDMOn AS MAN(JFAa6M W I T. W. OLKOEY, INC, f,i� SHUrTEP VMUFACTURER'S LABEL 814ALL BE LOCATED ON A REMILT �ASWE LQCAWN AT ST" PANEL SMOTTES IN ACCORDANCE MTH SECTION t709102 OF FIDINDA MILEM CODE, ONE LAOR - iY4' 0 � 7,W 04LK-W ANORDWS, A$ MAMI)FACTURED OF XWALF Wt (NIN, r�lwo P.,l" SKALL BE PLACED FDA EVERY OPENIK, LASCIRr TO COMPLY WITH SEC" i7OP14 OF THE - I/C# i VV SoLID-Ser AKNoPs. AS o;mam BY ALL POW SCREW, SOLT & SPECL'A.Ty CO. FLORIDA SIALCM COME NOW, P-Ifto P...L) ____ I - J=MPAMO.5�A� I VAND PANIMMATE PLUS ANCRORT 4 MANUFACTURED BY CLCO CONSTOU(.7" MY BE � IN N � C7jr E STATE 2!-L- 'I V .J) .0, '0011IRRIARI, - Y4_ 0 CF TAP -MP ANCTIOM AS MMUFACTORM) BY TRV-FAsT CORPORATM A. % , �5�jk A%&, �/447;% __ � V�� I �'v , 0,I) MINIMUM EMBEDMENT Or TAPCON ANCRTRS' am PANSuAm AART Or TAP -DRIP ANCHOR. KID THE CoNOW.-, \�%GrAf. '��_ FLORIDA OWL01140 CODE (fth Voi4tTly H me Zon � -'7e-'_----- I I I -i BLOCK 'Awr Silou BE 1 I/e, *1 .' _.' i�_' 0.1=0 PLIM W� 20 GAGE fAQVAWZE0 STEEIL STORM PANEL tP ' " ". IL2) LIAR-W At SOLID-SEr ANCHOPS SiM,L BE EMSEMED 7/r AFTO T,9 CONCRETE BLOCK UNIT], NO No 4 167 = P� IN" IS"a""Ir , - S WTV STWOO IRVAIL BE PERMITTED V'r 4_20 SCREWS esm SMALL ar 1 I/2- LOND NIMMem M.3 .. __ __� /—Tj�--r—rtc—;�\ G—LOBAL PROTECIrION PRODUCTS, LLC, "AVm* fx$t, AND L' MINIMUM FOR WOUS WFIN NO MCM ' '_'� �__� oft !_�;% STA --- - ___._'__� mc, �� A.- Si gum OF - I .'L . Ika".. 'C' , :(d4M`W_r1W 00-1 ;W �n' 20-176 -'�. t��__--' - T ,"Dw- - �06 ._14y_1_1 _�L:EIRMAIVnW71.7-1 " IRINOW A. - D" �_' �. - � I- - _��'� . I, WALTER A TV I P, I I - `111�1101112A.�� I 1 I - - __ J :1:':'U = HE E I __ ___ - ------- -- I— I INMILLAB N-MIAILS FOR 8 1 & AA jNTQ EXISTING YQURED CONCRETE OR 99Hr,RVE Bi OCK $181 �IgJM cow9m Ane"ORS 'Mu ON OWICArm 'WaYORS Smeors a romw 9) ODMICRIDE 001PIORY n"rm-': -" \-CIS, ColiCIVE ."lown . I I �_* (Sa vewix" OW- rAMINC POURED 11�. V�'Srm a o4�MWMX'G" 9) SVSTIAS POVM , '�' �*_ I _"."p S� a TWMSN *) , T 1 14 . � _' I '1_z Eq. -w -- � �711 PW; j 4' Mmi-' v \ 'N JIM— ; I f-r: , A, 4 t-,- .",% �� 44=14� '/� I -,A:" - I I i �� i 7 U . . � I i i � I _._____I DEIRWO AXXOP r-b. I I � � V . _ � �� I I tB` ILO. I '. i Cb, . 9w, OBED ' , - .1 I �41 , -, , Wk ==r...Ej,j �� I i 1 Zzi ',� t, 'i �\�'§ "!! I I� ; i _141 W - � , " �� , _�� , i 11- '- '�\ .1 4V i i 11 I '�" , 0 - '4 � j ; 0 ��'_\' ,A 51 11 a 1�� N 9 . j - Z9 "A I =Vnt, I '2 I/r VC - Awl. - I"-woR, i _@ " I i '& .A.0 I - I j '. .M - -� mg'w- : ) . WAZ � - - -Q _j i I , � ,-W- I R, MARK "= " 9LUL 01 I I I I -w-1 7 I ____ I I I _1'?____1_ ____ ,_ _1 t I I I . -11, , - - _ - ____' Il " I I � � � 9 I =111 _� - -1 I V 0 - _". -, -1 i --- -1 I _ -mv-JI 1.1- 1 I Ii 1 - - ---. "j��:_ - -- - ' ' � _ - -_ - j�___'_:�'-' I 11 9 . -I XX I - I V ; 1 1 -0 I I I S I i I I i I i I I I 0,!, - t � � i ,I i , I - ; I I 9 !1711 , � I o N IVIN I - I I TOF � i I I / ' ll � I - � � I ' 41 ".' 0 �:F' I V�'ml I 'IN, � , I I 12 Z" i I .W f I I ! 1 1 -1 'am.. 13 �_ VAW VW 0 I e I i I I t i - - - � rl . , I 0, ; 12 To- ac U C ON' 1-1-111, I I I ;' 1 ! I � "rMV,u"',�-o-', C�=PQORW� I ON I --- - ' i Z I ______ _ I _'_.'_._'___ iiciii4T ; tMCRETE BLOCK 1 ,2 t/2' .t' '� ___j UMRM BLM : MUM, � 1 4 , = I - , " �4_ . I � ��'��')��'-'��'!��\ �'��111 kl 1�1,1�� t_t , �m t __C' -I- W,- 1 1 i- I- III - � , " " ____A �' '.� � - PC= N 'k I+- � 1% �) �' ", - =01101 __ :_ " --- I I I RENAMED, I 1, 11 , "" ' - om � ' N-( I ' � �� ' . I lxrr" z :9 1 4 CONCRETE Alcom � --- - WMIAM ANCYONS 11, '.104 03CAM AMOM I FO-111 *KFATE *CIT, i - " __� g'4 ffl.�- W - , ., . � 07- i "'. I'= - - (!)- Irl M. # IV= i V/ - SNWS a INPAX44 0 b4m a III@owi 0) ,- VDIO, 0 ly� *1 1`11 14 WALL MOUNT[NO I .11 MWING f.�_ ALUROU IRMMUJILD 140111unfiliq � W FI-4 I � "I ". WR.L,A I--,,,"-- -- _. -_ I t I V F_[L - EDGE DISTASCE I % =V � (SCE SCKOULE ON --(i) I - — 11 SHREEMS 6 & 0) " I '�Qjw a I I I , - '' I It - - " i '� 4, &T.. I I , � =90nowm=s �Zmfalf " I! 19 T1W Arl. �' P - 11 I , 40,11,111111, COMBINED !j I .0 IN ANY WAY TO Wrl ANY j i 11%, ke'�! /' "Cn!�: � 0" INSTALLATION .. �� .... . "Aw% I - 11 I I .wp - , , , , --- ! I M, "Z$1 'le .." tacNq % 1\1�00 _\11 �i0INI�kl\k"Mkl�� 4:F � �' .��' '. FLORIDA BUILDING CODE Q!Lh LW �.ff N .' � . % to �, cans Zonis) tMSIT" POAP I I �' " �' __ - _" 1 11 .� N ' Z - `13/4 -_% - -,-"-F , _a-----�' a *.-* 7 1 1 0"M THMM, Nt FP_ &X * 2D GAGE MVANM STEEL STORM PANEL ' � ' ' * . :_ oKft* Or ' SCIO W lj� ' TATE �*f _____ I I I —_ a "I -. "�_ 1� -;� %". � QMAL PROTWTION PRODUCTS. LLC. "I"O"RX" '.�� Wt CEIUNQ AND 11110111IMM ,,,-,y- 11 - / MEER —o. \ 1*6151W — * ,Y/,'*-- - - ISV� 11 X%O 11 111�,'W'.Yil' 20 _176 , . ..011A _ _". . .M" .r N, '. .. , M04r SCALE 3/8-1, � "T 11" '_f- "�" '""', � ----T -iw- bmwow -11 I iii *� I 14 � --- -1 -1 - - L 1'1� I . W.M. I , LA 6? U�� - = I. I 1 1 lMDM1T1Zy_AL_U"#aMXT1-= NQ� �20�=0'61 3 6-M&T91RIAL CHAKACTERIS AND, SPECIFICIAMONS: $Ihall'be strictly in accordance with General Notes and Components Indicated,lon sheet 1, 2 and 22 of 26, of Product Ev#lua1Jpn bacunrient,(P.E.D.), drawing , I � N9.20-1174L Anchor specifications Shall be as indicated on sheets 1, 7 and 21 of 26,ofPmductEVd[Ualion Dow-m-ent(RE,D,), drawing No�20-116, I 7. LIMITATIQNS AND CONDITIONS OF USE. 7_1'. Shall be istriotlyin corriptrancewith General Notes NO, 1, 61ft 14, indicated on sheelf I cif26, asweAla$00neral Notee#1 thru 4and 11 thru 15,1rolloaxed' onsheet2l of'26of'Product Evolu,at6,nl)otutTiont�P.,E,D.,),.4rawing No.90A70 Prepared by Tilteco, Inc. and signed and Sealed by Walter A. Tillit, Jr,-� P.E, 7.2. Productmay be instaliedwithin HIGH VELOCITY HURRICANEZON5SEts, defined on sect'lon 1620.2 dfthe-Flon'da Building Code- 7.3. Product shal I only be tristejIted , into ipatjn[�doidncretfe, concrete, bloc;](, and I I wood frame structures. Product Evaluation Roport prepared by WalbarA. Tilit,, Jr.. P.8. (Florida License 11 , No. 44161), President cif'rilteco, Inc. (Flonds CA�0006710). 'kjIiI0l4f"N1jtj'% �'��' k jl�q'�'� �111t' , � A - . '4�' ,NO,,'.,,., ..' "e I " " ` '07. - e ' % . 1. 1%P'q S . I �z ," I 1, I .I,--, � , . " � ,---�_ ,, ,_ 44,107 *1 a -i * * * 5 ' .- , tTATE DF _� __ �----7-'�A"'�. 1 1 51 '/ I 7%1'P *- "' ,'40'RjD1"-,_k4�1' "14� "I """, , 1 ..' , - . -111, ,iji, AL ' of tilitEw A �YVAML I D�ITILTECO AOMON AtErl-ORDS' P. 0. RBPORT,20 � GL0bAJ1,,0RCn_EchON PRODUCTS, IULC � 2beA401E, &"�,NIIZEO 6TEEL f,TORMPAttELtDAW04.2f�-f?$�ftt5POkT#20-MMI /__1__W I X / TELI EGO wc_*, TILLIT,T99TING 9 ENGINEERING CONWANY _'11_____11 I- 1-1- I_— WAtTER,A.TM11JT,,M, P,L ,P"UCT EY,Aj4UA_TLQN RUO X[ IT , Ili. 1� I ot IN I - .001111y, tl".�&B�'N1)0119 REPORT NO.- 20-11727.0i DATE: JuIY27,202!1 I PRODUCT CATEGORY� Shutters PRODUCT SUO-OAT]EGORY. Storm Panels PRODUCT NAME; 14 GAGE GALVANIZED STEEL STORM PANEL MANUFACTUREW 0jobilit FIVtfttja"_MAUCW_= 480G S.W,. 51 Strt, ,et DeAe. Florida 33314 1. FURPM OF FWALUA11QN: rhia isia Product Evaluation Reportissued by,WaltorA. Tillit, Air., P.E. (tystern ID # 1000to the Global Protectic" Products, LLC, Rule Chapter -No, 01820-3, Method 10 oftbe Florida Department of Business and Profiessiotiliol Ragulatio"L This, prodU,qt)s 1poirgi issued on Evaluation Report as clasrribedberah and has I I 1-11 � beeriveriflatifor compliance inaccordaTpe with the,2020 Seventh Edition ofthe Floida Building Code, and to verify that the product I I a forthe purpose intended at least equivalent tothat required bytheODde. This Product Evaluation Report shall beetubjectto neviewand revision in Case of a BuIlding'Code change that; may affect its limitations and wriditiont; 2. Vj Q9NCE, SUB.MffTED: Xl� MMUE-VALUATION. DOCUMENT (P.E. , Drawing No. 20,176, titled 124,QAGE GALVANIZED STEEL STORM PANIEL', sheets i thrul ia of iii prepared by Tilteco, I nc,; signed and seoled by Walter A, I Tillit, Jr., P.F,;- dated 0 , /2712020. Thit drawingl is an integ Iin't "660 , 'P , '� '.Is , ' Evaluation Report, 'A'Y' :_kZ/"" - _V I , �.' �' "�� 2"' � , -4-P, "��EN'3. '*� "P e�' I �' - V, �� ,-. " 's �e__'14T ��I��' � ` S _� ;�' 1. Z �� __ , - 167 . - , I I I * .' * _B '� - .1 Z _/ / ';_� -'.3 " -F OF - . , 45P., STAI � zt I . � � , � �."'IORIIP-�' .111, 6,355N.W. 3 6th, Stre�et, Suite, -1 0% Mami, F106do �33 1 06 Phot 6, 1p 05) I- - 1-1, '' -1531 " 040 I'lik011, ______ I - COMPONENTS FOR REGULAR & LIFE SAFETY STORM PAhjW (SCALE 1/2-il) �__1_111_ _1____1________'_1 ___Ia100_ r1OMWrOp4iL'__'----------- I �-----IS,L%4r FWAL *Wr4)----__1 � _1______112_SOO (Orrec"AC "'_______'-_ i 4 � f I I � .__6.2W____________ �_______1S 1/4'-----� � I - - .�O-_ f '--sw I r- � � - I . � I _*O* !-*W--7 FIT � � �'�N"' I � & � '-'- -1_'SR----' ^ O,O-V WR� T'W' --,A.-- I '; _-'-"N5o` . � I I 11 I IX I �' I r- - T366- I � � �w ____ SALVAIRZIEL SIM '11, I Q� 1, � 11, - � --, - ASTV 4-fta � k 144- N, I � , I �� _�__ I , " .' i WRI- � �' 2 SR- [ EIRAM So Z"?' 010-U" MIN, TWK " � i A9 "�' G-W GAkM, j I -W-1v CALVANIZED STEEL I I P. A4TB A-45Y I OCTAK SAID, TYPI \ i T � Z _LRENM0 GRAM SO VNIMI ! �T ' �_Ywlw ," ,�� _'_1 ' TY \ I I 0-04 MY, -1-MAIL A ! 1*1 als' 4&V 1_�V__'_ 7 L �� , , I - - - - - I I -------- I I ._11 -,. I I - 1 - ---------- � ___? �--1�3w I'Aa 1 4---------------4'ZW____� - (D'SIORM-eal" 0 END =am UM 52_147' """""111:�� I ,,.I, '_ ri6b i �� 7___ - 2JS77�-- - ' '��Pg UP I--, 1-1 I I,% . ,Do- Ito- 1125 - ,jW , r' j/04,'S_MZk6 �11 - 1, I �� f-- ' W/ NVAROO 6in, -�' i Too- I I - AW It ' .j/4*,'._2A'E , ,J - - , � -i 1, . ATIJP -4�.7bo'_ --I i - , 't ANDISD -_ 'Siv� "'E"B � � 70 AINWE a - ""P, - ' ' I It .Bllvv "M I 4, i- 4 . � I � W4MIXr i 11 1 1 i � 12 i1r O& tz 7.1- . - 1� 'NA, I I � r I I � �_ - " - � I *11W �75. �09-31 - i_ . I '_ __ 115 � W ' 1:71'7� I I 1 � I ' � 444, ' . 2060 '5�'a t_114"r I ""A 2"' 4 I f zp. "'U. I z SEC ' , � - - � r- - - - I Ser '03 t M I � OCIAL I I , 4 1,1?5 "'I , I I � . I __ L'. -1 ' I , "", "EMME.q., - - � - 1 9 UIL 0 � �f _ i § I � -1 � _ - - I -1 I. � I '. ; 37SI I t_" il 125, 1 ! - - - - , i InAL 4", _'-' � , t,--, � . 1i I '. ______1____S1'U��--'--__1' L_I,Sw_� L-t .Ij it - vl� (a) 1 ISOMETELC Ya-pa" A L-2 Om- L�::-I.Ow '/ Rouorlw CORNER * ENDs Or pAm's X. I END up W/ KEMMED tom (�) n):� (�) OULWAM (�) ANLE 4 wn =a @ mm-willa (1,4TIS) 10TAM-M [__ __ ___� VAM i SEE W, I - = -*-J ,/14 &;2/14 XV F1 #""'_1_1 O" � f.-, =0 '37114, ,ow - 750, -7- - ,4., --�- _L ��'S` I 1/0-lM 304, WO f-, __ __ - - 19PX i T -POO � , 1145�* M� I , �11" �� , jile, � 9 L � r__ 11-F-1 1= 't-j - ' '� / _.. � � -] L_ ' I 1,46"1�6W . �31;_ ... 1`1 __ -27 �tw i �SAOI r - , I = .. - ' " " ? ! - - ' I :�=k i I . ' I I 2 I I 11 . , _A i -1 I �_ Z__L_7 ' 4:"2 4-S '0=" To ! i � I r , � - - I j � ' i I ' I I I i � ZOO, _�- 't'lAr I-W .671, N�" ,,6wl � T I � L-J-1- ( '14 � W: f__1 I f-11 -E-111.1 I �B ; _1 1. .1 I , , , , . � I . , low ; %, 1OW : , � I I , � � � _Ww"VIGITT __ __' I � ,7iw i_ ��.. - I __'�'_J � VVERY PANEL OVERLAP L-L ,an, I-- "I j t-, ..07 j I t jW,'OW' I L_ Z - � "j, " Bw- . -3 1 7.0 4 Do- (�) SEX 1113Z WASHM AWO � � W ig 'VIC.=_MAM 0 1 � (�) " I I PLAUR "I'll" __ ;=10: oiio"4400#4 MM STUR � O..Ulwl. - , -34vo ,;: �"- I � 0'ijl� A, I rul^ � ---,-,--I . , , , � __�iA is, am 5 1 1 A S> � � .... ,,, I - � I ` � I i � 8'+'. Y ";yC,EN8j -.tN � . . I 4pis..� _ I -0 _BT�*# I - � . I S _1�1 �� i - '8___' i j $ � , '� I L_ I ,- 9 -� i4o, 4411 67 I. '- i j � xe % � :*1 4 k_�= , , FLORIDA BUILDING CODE E *-� (141,9h VeWaNy No "no zons) l i -_ __ t r - . * : -- I � I r I - --�L- Tu. t "a - i'S 'M WKEL STATE Of ,.j��,f Ande TILYM W_ F1 0 20 GAGE ULVANIZED SIM STORM PAREIL aww $I,, L___4==::j-,iw- �� I - i WING, NOT % Pt �' �Po X, "" _j.OW_ ' * = 11= � _. _" --- I &04-' � /-1--1L-%E--r----\ OWBAL PROUC"ON MWIM LLC. .,,-- am, ".1 &T-em" 'i _rr_'_____— IMM q2", MR.N. - , 138 2:"XZ*Xl/-4" AISAN�' I,W WAY: NvI W/Gw r "410141. ';�I'�� ., Am S1W, 01 slum , � .0. M 214��> A�a�� "'E wq= " _.W 20-176 AUNINUM-ANIM WNIOUTIOC W-IRO W/ OWAWMI FAA,, ("Ais" / I I. ?jS`#A1/V'%Q3HVR (511"M 11 SIM OR ml*ft PLAYED SIM). W:�CKM - 4 j APB00 � MARRO W, x_ W.4/BSMVRR/Wn I I -FIA . ME - - � . �.11 1-_____ .1- - ,"... VID" S 4 - � - � . - I I ______ 111 INSTALLATION DETAILS '', I I FOR REQULAR PANELSnl & &A _____ I .. Do-apsam-QUISMAMM h . INIQ EXISTINQ PO LRED-ONOM OR CONCEMALOCK - SIMUCTURM COMM I = OR A l_ POJS 0r'W _'.1 I ..#-. .'y S"I pDROACTIC AN040" i�" i , ' W& A'_A_ 1: ,"I'll, AND E-Z R" STM PAN9_ 9STEk4 I SM waluIr 8 & - Wim." R) \ 11 I � I ." I I t V .. F , I - I -4 ----,-- I 'I r n low& _ *�* T WW COMING 0WAUUk 4 =u i i 1 E. 1, a i I I 'i�lk�� I E'p, A (�)__: I N, C.1, 1 I �$ I T-! ; i � ,- W_ I\ 11 if" I , amr=%r- '14 gz'"o W� 1--M.0 42111110 , - - -0-M I . la 11 - , k I � " I i I � I t OR T I I k I ... ---,I V"'.4--, 0 W 10111iI.Ift. I '� = I , -I-- j.-_ +1 -_ I i F-01 iIi I _01 j HM 1-1-1 1 I - 1 6 I 11 I I ' _1 �-" - ---,-qI_ t- - I 11 I L___ A,_,1_j Ll L 9 Q%k q�jihll /16 -I' (MD. .(", ! ia"' 4--: r-. AM, A, AoA A- Not _'._-' 11 " '� - - � " - - � 11 1. a I ). & I , I DUE" I .A" , . _; 'C�w -0 -1 I XV - SCALE 4116�1- W__1' _ I _ ____ 1111 =Owy, I ' 1 1 �'�_--S_ 11 I = I t, �� . J� I �' � *W,W �U �iIft 01, INVOt'. - " I � . , -.m - FOA .. SIPA� _(D d /'.'I i . , *^W I M-W""' to QAa I f 41� I 1* I "' 41 I I I � I f i '� 11 r'. flmw Mwz= 0�_\ - A-/_ I �,�;'�'_"'?�oZ0 - - I t in!- � I A ' W __ - I r , ," � . - I 7 r'" i I 4, 12 I �' ----\�T�# , /- I � I I E'D. ;1 I . i � � i I I -- \__/ Am "='_� - � 010slifte I _ f WE QR ! � I i I I I r, i 0 @11 � ' � un_!;_� CONCRTIE 0=9 � ; =POURIP I I - � SI-_U vit-1- bo I I I q � � . i CONCRETE: BLOCK � REDUARE1, I t t_� _______j r =79u- 1k.,i& a, - - - - Fla-, W.- . gw� =' _____1'j O"A. OR I I FaAwwa ' �-/ i 4 '-d. -now __'�&1__%_' , w--=' _*_.'� - f 0 4MW 0. - IN I W�= F "Awm. = 11 rAAV 0 A04 I �, PPLUMS N OFF ww�Am MeMoRts , ____ ; - NO- 1�EQ',1__i�'1_a_M1_ , " ,13� "m ,.' AS' , __�_ __1_________.__ == ON ) M6 NAMN (9,11111A) 9&A'= .1 oPL out 120 U I wumm � l 292222� , , __ k T�� BeAlk -V%.I' - . WW � 4`0`1 PARR 04" eevw_ I A.. . 0"M WMH) � 'M' `�<71) /'-Too = &*= =t , -MV, * NEW I' W" . VARIES . 1/0' TANCE I 1 I V AKL OPI`0 00 M .-L , TREX AiARKTURE OR I, . -` � i�� -, - Sulcaq/ #,I WOW RATE SPAM ! __� I'll, � '� _=KBANQ DULIF ON c & 9) ; .--0-9 :P4- _ r , Uelw SCAUE 3/10*1- � � I , ' 'i' i - " I * NEW T' WDE . BASICS . I/W . I i _(D A t � � t __ �� A" TURE,DR I' Y VARICS I I P'T' I , L ,� PLATE SPAM � I - 1 BERND TRACK I DONCREX AND"OlOT � ` _�_ 4 X111", I I 14 I I i I'll rr"." V; IRACK Ptl � swrl .. I �, I I 0 I lap & BOTTOM MOUWINOS CON BE COMBINED IN ANYVAY to SUIT ANY INSTALLATION, ___ I I A" 11 "' QaND# L_ 6 kl*X 11* k, 0. . t-o I I I --=-06"M ' SO PO IS _=M�Wfloulpp =& 09-P- � '.." ". 'Pl`!'�' �'�' , . '� 1-1 � � A? FLORIDA WILDING CODE (141gh Volocify Hurricane lorle)i mmn A== � I *4 XLr Bvir 019 - ONCOME BLOCK '. WS.M.011 REOVIAM I WIM" ~1 '� � S , , NO 44167 *� I em A131001 W_ STEEL EL PP� "D GAGE 0"""'zo BTGRM PAN OAQW SY X� =�X %SeCrpt/oi 1 If a * � C - - . * i, I �'__ __� K '�_E_'.Roi i - - --- PWMCTION PRODUCTS, U.C. P"'N"'B"N' OLORAL 110R=. .. . � �01� S r rX � A _�'__ - -- - _:' ". 0.% - am 4U0 9W. rl $TRW - __ �, , '___ � RID), , �_' 'Vq �. '.-AY/ '�_�____ III. A oftv cc .l., A, S_ 20-476 M = ." ., r= ?"P., oujw-no fl-L OnAlaft-ow a .0, A� � OW-W 4W 1W. I 55- IN* _!!!!!tft � �!%' �Zp��T' N"MPA, =r 14 1L K I!!,^ j M P i:�* �'- �_ - - P, NT I I , I PRODUCT vy 2 1 1 1 22, TEST REPORM Large missile impact loadfiests, were performed under SSTD 12-%I standard as pet section 1600.1 �2 of the Florida Building Code. Uhiform static toads as per Section'1709.8,3,porA$TME-330. Test to- ports prepared by American Testing Lab"of South Florida, Report,* 0814.01ml]tl dated O$M 1102 witnesged by William R. Mehrier, P.E., Spriz Moraz, P,E, and Henry Hattem, P,E. and Report No 0219.01�09, dated February26, 2009, signed and sealed byEdrnundo Largaospeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic toad ings per P rotocois TAS 201 & 203 as per section I 609.1.2of the Florid a Building Code. Test Report prepared by American Testing Lab of South Floridk Report No� 112�.01-110, dated November23, 2010, signed and sealed by Julio E. Gonzalez, RE. Tensile test report No. 9CM-1g$byQC Metallurgical, lnc�, dated March 13,2009, 1 1 1 slignad'arld sealed by Frank Grate, P.E, As perASTM S-8 and'Tenshe Test as per QC, Metallurgical Report No. 1OKM-1310, dated DOcorriher 1, 2G1Q signed and sealedby Jerry, japipfatrip, 0. E. as per ASTM'E-8. I I I I 911 ,01"",-Tu AL ENGINEERING CA4QqLAj"% On 24 Gage Galvanized, Steel Storm Panel for maximum pariel length VB. design wind, load, as well as makimumi anchor spacing vs-. design wind load and panel length based oil ratlionafand comparative analysis, and in accordance with , ' section 1604 ofthe Florida Building Code. Calculations prepared by Tiltsido, Inc., dated 12ti B11 0 and Oe/27/13 (for this revision), signed, and sealed by Walter A, Tillit, Jr�, P�E. 3. NO&E , WPACT RESIMN�M. LaNe missile impact under section 1600.2 Of the Florida Building. Code, as per SSTD 12r,90 Standard and TAS 201. , 4. VVIND LOADS RESVISTANCE 24�Gtge Galvanized Steel Storm Panel has been verified tosustaln Wind pressures, Maximum panel length shall be As indicated on sheets 3, % 10, 11, 12 and 17 of 1,8 of , Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall beos indicated on ishents-15, 9, 10, 1 1, lathru 16 and 18 of 18, of Product Evaluation Dipcoment (P,E,,D.), drawing No. 20-175. , 24 Gage Galvanized Steel Storm Panel has been varltiod for code compliance to work as a zrion-paircius, storm shutter assembly, as per SSTD 12-99 Standard. t0pM=ZYALUAT,ioNiqgoRTxo. 10-iii2ja I JjNSTALLAT-10—W Installation Shall be performed strictly in accordance with details, indicated on sheets 3 thru 15,, 12thru Ja of 1 8, of Product Evoluation Document (P.E. 0.), drawing, No. 20A75, Minimum separation to glass shall be -as indicated on sheets 3, 6,13, 14, 16, 16 and I 8 of-18, of Product Evaluation Document (P.E.D.), drawing No. 20-17a. 0, . IWAT51REAL CHARACTERIRTL Q AND SPECIFICATIONS-. Shall be st ictly in accordance wilh, Gonetell Notes and Components indicated on n I sheet I and 2 of 18, ofPtodUclEvaluatlipti Document (P,E.D,), drawing No. 20-175, Anchor speDifications shall bia as Indicated on sheet I of 18, of Product Evaluation'DocUrrent (P.E;D.), direiving, Nb.'20-175- QNS-ANA-CONDITIONS OF USE: 7A. Shall bastrictly in Compliance, with Gertoral Notes No. 1, 8 thru 14, Indicated , on sheet I of 18 or Product EvaluationDocument (,P.E,D.), drawling No. 20-175 prepared by TiReco, tric.and signed and sealed py , Walter X Tillit, Jr., P.S. , 72 Product shall not be installed within HIGH VELOCITY HURRICANE ZONES a.sdefinedon section 1020.2 of the Florida Building Code, 7.3. Product shall only be installed into poured opriciets,, concrete tillock, and wood frome structurais, Product, Evaluation Report prepared tIyWalter A. THIIJ, JL,,P,E, (Florida 'License I No. 441167L President of Tilteco. Inc. (Florida CA7-000671g,), 1/4, 2/4, 3/4, 4/4, 5/5, 7/5� +IW/10, ZW/10, 3W/10, 4W/1% 5V/10, 6W/11 & 7W/I1 +8/s 1-3' MAX_ ,RETE Sa SCHEDULE ON SHEETS 0 & 0 -3: MAX - __ ANICNORS: FOR COW ____ - __ - � � I' MIN. , FOR WOOD SCE SECTIONS ON SHEETS 10 & It I I MINL ' � - - � a __ 0 / 11 I 0 - 6 1 , @ / , __ D.WITI(�)'@+ . - T __ 1 ,----' '��111_1 ---- I- f-7-T-1__'F' '--"--7 ---'--' i , � , ; ; I i . , I , I -1 �- , I, � I , � � � 11 ill I , , , r , , , , ' ; I � &(D' (�)+". 6 I 11 " i I i � if I I i I 1 ---T---,I � f I � i � I I'll, I I i I '/ /� � I I I I I 1 � I I I i I 1 I I 1- i W I � � ilf _ _ __J .11 i '�' 1. I - -_ --- '41 L_ _i_ _11' i 1- - ___ __ _L - __- ,',, IV; �� ---" _' - _�___ � ____' -"--,- � __ _'_ 'V F_1_j___.__T_. r- �' I ' ' - , TT I,, ""'� 1 _ F� I I i '� ", � -t _'_ __ - , / I L ' - t .11 I - '4 411 r I I I S 1 �� I 1 I "(V"l I—- "I I j/ I .1 11 i i_ �� -----Y. I �1 I ' I I I 1 I I 6111 -F-j!", _1___1 ------ "I � __ � QMSLTED PANELS 'I-, ' I i I ",",,I BOLTED PANELS , - ,-20.1' , I I I 1 . MZ� SOLT W/ 7/6' . 3/32' (SEE , zi . I .11, _V I N 1 APPISCABLE) y ,,- 1 'ID . i . SECTIONS AS APPLICABLE) I 11 _� I ;1 I ; I I I I I . . 1* i Ll I A J__� J 1_1_1 i § _1 - � - � ,� - 1-1 _____L___i_. --- - -.11-- , I - 1. , - __'__ -I- __ _'_ - __ , " -, , 11 "�_ � -, _ '! -1 7 I ' I 11 ' I I I �' " , - _ " -_ I - - . I '_� ___'_' I I I I j d E I a I , I 1 1 1 i I ; I � I � I L, � ' � i I I I 1 � i D.M'�@'@'(a)- - , r � �' 1 I i I I i__ Z "I I I --- - -_ I I I I --- i 'D i _. 1_;4_ 4' A-, i 1 41- W W � i 1 I I � I � � � I , i 'i a � to ALI _1_.1_.1____"1_J 29 I (�)-@'(�)_@� it I ' t ___ I MAX ; �r MXit- � 1/4 __ - - 11 MIN, 2/4, 3/4, 4/4, 5/5, 7/5, , MIN, L�6/5 � JWij , i 01 zw/tol 3W/10 4W110, 1 I ; � SW/10, 6W/I 1 & 7Wj'1 I . L_ - _________ - ANICRQRS� FOR CONCRETE SEE SCHEDULE ON MEETS 8 & .9 __ - To# WOW Sa SCCMW� ON SHEETS 10 a I I - --- _'___ - - -_ * LL(D & & ELEYADON KILS. L47' CAP Oft 0431LAP -1 W`0_E VIKLIM 'I' 7-1, "� - 1/4. � ; � _'A,W1A - MAIL CAP I I . L t%. 7N. _ ... 0", , ; /'Rli� '� ..' ....'. t L/7-\ ....'. ',�R �' �' At."I" . ' 1`10RIDA BUILDING CODE (Nigh vaidelty Hurricane Zonw) ' I 11 I- N .1, . �__ � i .1 % S '*f 021*0 Tum, W� 20 GAGE MVANM STEEL STORM PANEL F1.1 to" It . I_, I 11 . SECTION A-M-Ar' lr'�-::7�li f ''SZ�77-'_- / JI-L-fi —00 I .-, \ CLOSAL PROTECTION PRODUCTS, Lm WAV" , ODL ,� � E Lrl �'_ - NLLS. 5 -!�';' __AA; Am X11111.M . 0 '0" oil �e! AN 11 % I " 114 __ 20-176 , - 401"e? 4�_avl__ �Zk- , - i. , '. / , '; .. I / Vf i, Q. 'il , W VS- PION. oai*xs�fsw To (064pai-mv, - DAMON; ft. . — I_ _� , , " 4I.P.0"A"'a- - — I I 11 - I I I I'll ek-001,014 "t- -W.-O'S zai li 11 -W ___ZZ_ � . I "qiE__ oj�* 2 - �- IPAV I ar 26 I I "IMEMEn I INMLLAIIQN INIQ_EXISTING POURD PEIAILS EQR REQUW JCONCRETE OR 9 NOL PANFAS TE (I & - jjPQCK ANCMCRS� FOR SEE SOHMULE ON MEO 9, f I _7=WZ=ZD- =V%1OMr.1'-T1 '__9N%DCW1'1M'M. �,_____ _,________ ____' �VVTIC , D jES I I-,--- --- - � �3* M.. 7197' I- MN� I i MVIRED COP,WC � Al*f= i [- ---ISEC I � WWRED I � ='= � ACQUIRED � � I- -- lo-w= � IMIN, o"All --I _�'. W_ VAU116 ,W�� WN I I- I - �_ 40 , I I STIM #� ! � � MW III) i � sw V) f,.w � " DAL I � F_ I � ; i i ------- � � 4 Il . � � I ____ � I ; I i � �� . - -_ ____ t _.�i �' ' r � ___[ ---I �IP � I 1 7-, � I !", � i � �_, - I 1-i I h I � � � , 31 � � , i l � I A t , , t 4 ' !- � ; 'i � � ; i ; I i I t � . ! I -1 i L. 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[ 4, , i � I � � I � I i . 11 ,I � � 1 ; IT i 16, � � i � ; ! . i � t_,:_:- pA a WN am" =0 "i's ��q : i 7 i I �' � � I l - I—— ---I � L�r_' _+� 1 "I -,,--I � 3 j I I z i � i i � 1/4* ", ISAP __ �I �L_J * � I � IT/4' , I I , M. � I � 1 i "O.i I 4 I �' I , 1 '�(4-'- N I i . � ,.)��_ � � / /: SS.tT " , � 4 j � � I � � I I � I �11 1 -_ I- - I I � ", � I 1161* -1 W4%P viluivq ' BAK 0~ - --- - -_ - I 1 --- L_ - IN4 K-��S �:75 ! � � I 1 SIA40OREa --i"N'RCE ANW�M � ; 0 12 1/2' DX, I I i I CONCRETE: NIMRS � - ,-(sm SCHCOLU 04 CONOIJUT AMNO"ORS ; , -- (SM SOODUI9 ON Ile ; 3"M 9) ! - - __ Mm� OAP � = "MMULZ ON � (SEE % I i 'W 11 I i E _9&� OR M 11 11 - � _=CONCIVE OR CONCRETE OR --m BUX 9990M Kk V�� I . . AMDOM - 11..�.'^ I �� - I lHWAW"= SCALE IA.,. ... - 111- __ 11 I - . OP SCALE 3/a i W11,11", .: N6,11% X'j.e"' ' iiizoik� FLORIDA BUILDING CODE (Hish Valootify Nu cone zons� - - _��R_ __ E.D, - EGGS OWANCE (SEE SCHEDULE ON - IGP & BOTTOM! MOUJMNGs CA14 BE . . . * -,-------"--- - S " No, 44167 '. I = . * 'E_1:4 - - 1 * I :��_ _+ I , S� ATE O;Z' - - am 1*1014. M 10 GAGE WANQED STEEL STORM PANEL � � -_ _� - ""' DRAWN ft. bAm_ SHEET 9) COMBINED IN ANY WAY TO SUIT MIT IWAUATIQN, I - ' i!Ill , , I 010%. - �';' 95/0'7 '4UI`1F,!1 SITRW I,& Will its"" 1 - :'�' �'e �f 19, - *:*�X. NZ. , V DI 11"Ift Y _"'�U.4 -='A r I. PAPAC ,,.,,,-,,,,., ,r,,3,*,.,,,-,,, - �'VWAI,�Swwinp 20-176 VIA" ft 4IS/ ' - "IM ,I 00, ' I's, W* I ;c ", _;_ MMPI - " I M W 140 ; 2. 1 1 ..._ 1 -4-0 a) Q) C_ cn 0 —M > (3) _C= ` 0 I L_ (1) L_ 0- C 0 _0 0 (:L) = ir-L M -0 I- 0- . .a M 0 Ill, 0 (n (1) :t�__ = (1) -0 0 0 -0 - — _0 = 0 = L_ 0 0_ C L_ 0 Q) 3: M = 0 .0 4-I' M U_ ,4.- 0 — M > .(n . U) -0 (D Cn E L_ a) _&� 0 - L_ 0- r - �— M -0 "o . E_ _+� M Cf) 0 < A. l I I low t 4 Z PF W =I C/) " (1) =3 C/) (1) = M C.) L. L. =3 = .0 -C3 := '� W _Q _� W.J Q " _= M I- Zz =3 ; " G:D , To C_' Cl'.� . -t= C, " .' >< , = LA_ Q_ I xC; ':�' - , -0 I- -c= 2 (= cei C%4 .2! " �:": = C_ C11 E = = = = (j ;t'- X :�: 211: M a;i W _= . � Lj cu CD .= = 9= = S., " =.= = E -2 im CX. u - C3 w 2 < Z Z < _j 0- III (1) a) r- U) � M > 0 L_ 0- CL < C.) :3 _0 0 L_ 0— a) C/) M M . .. . '.. I . _. " �'_ .',q � - "' , j';:''�',"_"�__'7V_ -.")l' 1 . � ' , , - � 1�� - TL' Fa " , _4_,�'J,�.� __ 'l'L -,"L, �' �' - " - "�� ';� � ' ' " " 111__i ' - , , .'_'_'__' ; ""A_'., " '11�4 �' . wl � '�.�j - - i�7e' ;� _0 1� . ." ':'I � ... , .. - 121"i �� _. � il K j'!T__7._j; f ';Nt - F,------ " i �01 � I _. ..L.1 71� � I , '� I - '�' 5 7, . � '�'�_ I % , ,., 7 . I � -_ F I - . � '� . L, - ; � L '� '_ , 01112. 40, "';�:-7�MT'7."'_ 77 - 777- a 2- 1. ')�:"L' - . . 1, I .. .. .. ___ ... . . I - �F '� , :�t, ' �M=`_"' I - , '�; � '-� L�' - � ; "�%' � -77TW.77777 :1 . ,� Li- . . '� - , , .I.. ".�54.' 2 , ` � -" -, i" I. '� � 4 , , "f. - � 44 '� " ` , ", . ` 117 , ", 'i .A q� 'p "I, i� '� - - ;, -.-,; %' ;'L i I I -, IY��ZR" i .' �'�4 �,& .-- . If . I -11'� �i�_.`! - . � , ,; �F � . , _ , - - I 1 ' -, - - . . 'X - � - " - - " - , _N I � I 'j_ , � ., . LL �. 'L , �4:1 - ., k ;.; 0, �"A& V ,i - 7� .1 1, - . - 1W r �'; _T w � I I 't " I a:' I Y X � , - I -1 . . - III '. I I & . I., : � I. - �11._'l =_ ,44 .�� . _"� . b - ��'*"'!L� . . - L -1 2�� I , , - . i � , ,"t - - , - -, SHEET NO. SH 1.0, g bmiol E AM3HUIM amxSCRUAE ON Sam e A 6) WALL AN FLOOR MOUNTING INSTALLATION FOR ' SPLIT PANELS I % � W/tJ•W4ER ! ITT' . .?)s� � iti i`6DaimD � � 'ww.. *>m 1• OyP, (l• Rm S CAiJ1f r 711W iUp.ng. N 4%teY TJI•PgN IA. 1'" ,.:-L2) a) 5/ICY iW4'GN FL. 1 � . _ �". a�dF3ENE all 4Rofi twee aoa ''< iro' aMtuTA R �rmVA• 1/2.-.• OR g4 D. FLUID _. illl 9l/illll � .a . • • 1 I A � g` :r¢xs� ernr- .rn.le �rnflr •re2r Trnr a;' "37Wl 1sgl- r aG �® SS S:Ms. • Y Ea1+9tfa'.Faai&aAtAc w II - Y{gR SGLE�tJi'>"1' WweWLLLCO fWD°�Det MULLION SCHEDULE Wf !+ro IOar iwmRR A WOHAP. - - tA1111U1 3 tin. TOP A 671"m0 DELAIL 2 M.. MULLION REWIRED MP. SPAN (Ft.) ` TUBE MULLION ^ 4 C-tY . 2'. 3'. 1/a• > e-6• TO Y-d` 2` s 4' a tJr a 5'-e` TO W-10, 2` v 5' a V-10, To B'-D' 2' A 6' . ATOP • YAJO FOR A.&M DORON PRESSURE RATNa WWMM�� +68a pg,�t� -72D SECTION � � PARLLLWEL m SrDRM�'PMeEI.'M� OR3ENrE4 SCALE 3/8-1• IOTG MULLION CAN Jd.50 OR 11CITT(A THATSC IVTALLEO W/0 STORM PANELS ON TOP PANEL OPENIO W/ TUBE TOP 6:TBottom)OP OR BOrfDM pPEARAIG. MI[ R1YL 1 ��"-" { •- MRiAkr •!�"�I-t.'rfiFiNSI-: PV ReR 9Xti1 _ ,w on Vr -1fl�'1>� i -1, 111[ 11 ff I m _I _7 SECTION Y-Y I SCALE 1/4'-1' r-zwd'1 - SHALE INTO EXISTIN9 WOOD STF uMEES .�.. tpv Lm ALLOW s r PA l ' 1 LAW` Ma.1IeWAW44 FFrnWDi4l tD nmrFN ram ND.Im •, i .. t oPA-m lHan ., , av ue rolaev 0 r Oc A `�• 1. twWAxa PDNLi+rab. �e ...._Y .- - +faY tAc xalan a Y x A! , 1 • iWm T1PFM" AINNw:Lau �r. - i- ,! TNrD4m RI61Mtmn _ "--.: •' to RWPWIF IDDP MAn !r Ir1 /PFYm NADMNE w vuo m 1eal4a't4�"' I r Ka6'IamR Nmm �mWm Is me y; - aMr Ow 'nz nemAaa. ._I 1 CORM ro NN arw ° 4( l ac A+,eN M mms .1 •,, , N>dAM �15. M4M184 1 .. ..®11WP 1 � r?= - ? 1 +R _� '` T, :,�: 5# , Nasw tr WOMa II 21f:..,A.. t�pAzW,aaF- r 1W +, { t` I a I ` I r 4�. }} d i� . i= r2''.. lYYk t I I tiJ , AWW • ti /s• � ARA , tvCC 1ME 9 TAaMa aR ,PTAAI 1'k !Y' i I6 i M" aG ACbFI® } i rl �1 l ll CF - Mvm A.rr 4t I 1 y / f -d 4• lTK ) Td& PWIY • r I . 1 i Nr l -p 1 I ,°pa, giYw•r f '®°"'® i�. i i w, Ii No. f II INSTALLATION ld�fddf.-1 ar 21ATIYE 1; � 1dI A ar 3 I �., •� 1 1 -- J b1f11WA#AgA« 3114 ti tPC I' ffiawPC A.Nei'mce �,P®. __ ...�. -._ rr.e on I lI A �lalkN.86 NNLam Ta r141N UUCP _.. -_. BUILD -MY MOUNTING lr UO WalNax - , 1!A• Mk. FW19lM.T4N ., �M'" _, SCALE. I/4" - r CEILING ERR INTINC W/i;LL I'L15fiN MOUNTtNO WALL MOUNTING INST�j,Ib (,T$ tKATIYE Aw IN_ S7AL},0ONS - AL NATIVE i (SECTION AT TOP IS LIMITED TO +55,5-67.0 MAX. SCALE: 1/4• . 1' INSTALLATION - AL} � }}NATIVE 2w aS.D, DESIGN PRESSURE RATING) Sr.: €- Ile r I- SCALD' 1/4' + 1' ) I r•r ANPDPax 6 u.A � moMCD rP NM4P.. ANPAT:P xPa emvm,Ka 5 i11MNMNF/ ,N pNs•*;,Ttj(,fJ,•',�/•6�;,�y FLOOR MOUNTING INSTALLATjON $Pao 4IAw 5're[r. tJ#• s 1• 1. INSTALLATIONS ARE ONLY VALID. FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 AND LENGTH UP TO B"-:-6'. ��'-'�GEN ��"•."£ `Iona p,s;t. .PANEL'S �`44t m " . �1 FLORIDA BUILDING CODE i h VBIOCIt HuFrleana v 2. tdEN WOOD FRAME CONSTRi3Ci10N: W004 MEMBERS TO BE SOUTHERN ;• PINE NO. 2, WJ SPECIFIC DENsii"F OF 0.55 OR EQUAL -. Z Xo} 4167 P305D TILam ima 2O GAGE GALVANIZED STEEL STORM PANEL NOT'f MR GOMRINATION OFSECTKTNs: _ `vA DRAM" BY, PP'�■PP��1� GLOBAL PROTECTION PRODUCTS, TOP &BOTTOM MOUNTINGS CAN BE �q•, S. Rf� z}' fi { RII1P':' ^t. '3-a% LLC, n3e tfiW' W.r 1RTC. late iW. 51 Saw TIufF TESWNG A EHaRlmEaa 4Kr Gana, PL =14 COMBINED IN ANY WAY TO SUIT ANY :Ft yA �+ •••.. •` Q! A�� Ayk jO A=70: �. ,nrA. AYms. n+nw nmfO (tU)$W-754% FAc HHHOem-om 20-176 fANa. •,;t•A-4paaMru?o�m•,m, OAANWNC INSTALLATION- Oil. ,.� l AJNMi Hi1IHNK $ M. a.anel w ner•wv Na WA,TER A RUT An, P.E. artF-:+v - - m 81¢Ll Ia QF 2d 00410 fE ANCHORS CONCRETE ANCHM FOR CONCRETE ANCHOW. SEE 3011 ON SHEET f4: - (SEE SCHM NLP ON ,;. (SEE SCHEDULE DN ��.'.`y-•'��FOR WOOD SCREW- SEE SECTION ON SIMEE 1s aw 14) '- SHEET 14) `�. 1, +�+k 1W/15 1 POURED Co"C" 1"AN' 1/4, 2/41 2Ny/4, 3/44 to 4/4 1, 2 d( 1W/15 3 Ma ......_ `+� .50D` �r�• F0'M° 4� '� J.25p' ` Ab, CONCRETE--- AF4AR@ Caa - 1� _. .. FF�,PaRE4 E Or00 4(CM PA+R)(WTOR (FAO RANEL) P AN111141111 iro GLASS - NUf o WIM�NVf 2• �'7 [ ..(By. sm STIIO 0 1? 1%2�O.t. k�} STW • 12 1/O.C. 1 ' 1 j 1 i i F rV` ,. I 1 1/4%1• 1 4ti.1• WIIYE ) 11/r MR. SDREM W1 SPEFDAVIli 5/d- MLu (CASE ti' I ; R/ SFE:DNIRS s i YO TJ2' MP. (G� N''� (SEE W.T. 1/14) 0 2 O.C. i r m 0 T2 IJZ' I I AT EFNO PANEi{D 1DGTICN ' '••"I ! ( 1 GFFALS i/ta v] PWRM Do CONGYNFfE ¢ CONCRETE I : t f SuOW WALL REQUIRED } 1A 2/4, 21/4. 314 as 4/4 { 1 2, A W/15 1« A 1W/15 �` � i ALTERNATE LOEATMM I / --1 ON Lam SAFETY PAWL L_ SAFETY � '~' }✓ Cwa. I '.,... .:...._n.-.-= Wt/1NU` MLnP aS W/ OR .--__._.._„_..-i..-. SgF'ETYN PANEL SEE NOTE 18ft.OW) f -n.,.: ...,..._.__...._.._..,..1 -_._ -1- -1 W/o REOU1Aa TRACKS (SEE NOTE ? (� ,,.,r v.. !'. r. ,�.. ,y, A p Owiti E w :r�:.r .r.l,. r .. iDAY] LAST PANEL 10PARINSTALLEDIN AS {SEE MCHEN-AE ON l^ �, t / EW�AfE. O? OMN�j LIFE SAFETY 5101afEDPA+MN/EA: OPENING SHALL ., NEAR - xr: E Y - T SWEET 14D PprRMA QO1/1:RILTE-�''' '�' {Ak. Gi$CmON) - S°' OWFACIU bTDA1RTwYi lfAEf1MD CwA REDITIR@ 1 ,- TO BE INSTALLED OR REWYYED FROM INSIDE jjj}q` # STIRMnTRE coN1cRE,E ANCHmR1 1 j SEE SCHEIXnE flki" f 6IgE714) •--ED_ E� LION SCALE 3/32`®T" _SECTION I SCALE: 3/8•. i• - SECTION 2 SCALE: S1r= I` 1J4.Tbs 0®OR NOTFs ON LSE ressn cFnRM 86dFLxSiilA..SN�A�A¢aN • ma _ 211 1 UFE SAPIETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST ACV LAST PANEL)OR N WKEN D AS AN INTEPHOR PANEL SAL $ YUTCRNATE N,OpT10H PANEL ALL.E10 $ 6� PW ¢4 LIFE SAFETY PANELS MAY OR MAY NOT BE INSIANY ADJACENT TO REGULAR) PANELS AT aD PAaTEts. (W/ OR W/O REGULAR TRACKS.) SEE NINE T) 2.i y �5 2. LIFE SAFELY SROR PANEL CONSISTS OF D.OM. GALVANIZED STEEL STORM PANEL AS SECTION 17.'•-6 PER COM.PDNEW& SHEET 2 or �. SCALP 3/32', I' THIS PANEL ALLOWS ITSELF TO BE REAiWED OR INSTALLED FROM THE INSIDE OF STRUCTURE, 3 LIFE S P}NEt. REQUIRES TCEP IAAC.K 7D BE COMPONEM ()& BOTTOM Ti TO ADA,AA;M LIT}I(�/ ,p COMPONENT' TMi]Y BE NINS•T WALL OR FLOOR MOUNTED FOLLOWING SECT04S I & a«,�q�•`A•, •"• T�'S 2 ON THIS SHEET. AS WELL AS DETAILS I & 2 ON SHEET 14. 8 'M-• "' \ iEN`S "•. . ": c FLORIDA RVILDIHG CODE Ht h Velocity Nu came Zees: 1. Mire, LENt:"fH FOR COMPONENT S TV', S •. 0 =i ��}}m TR3FLtl,.WC. Mdk. ANCHOR SPACING. FOR COMPONENT ANCHORAGE AT BOTTOM IS OVEN. ON F.P. sL:NEOULES A 2. SHEET il. - * s Z0 GAGE GM�VAfi11EO STEEL STORM PANEL aWMil BY: COMPONENT* MAY BE PERMANENT GR OD FRAME ATE �` GLOBAL PROTECTION MDUC71% LLC. ar/»/sa2D 5. SEE fiEtAiLs FOR INSTALLATION INTO W'DrJD FRAME BUILDINGS ON SHEET l5. �'Sm `'•. /+�W}! OR �----"`'�LiE_ ,¢ ••- LFC EMC_ Wm SW. 51 sR03.T 6. SEE SHEET 4 FOR OEtAL APPLIP.ABLE TO THE NECESSITY FOR THE INSTALLATION OF �sA FS ), * NMT:YIINa ANY nrAl. _ 331fN S 2Q-176 4�>-e, ONJ� Mn.*• wmM la. NN1aNG EP4*)MM-7slc FAR lOsf16>w-erlr SPACERS AT TRACKS INSTALLED A0.ACENT AND 13flOMO TO STUCCO A ' fA41 m- STUCCO/WOOD &IDS. &z1 Hill A] CA-WO6,19 skw MVW. vpF Fnr tom... kw UPWIND HP: P,E WPLFFA.A 9 Jl.. Fix AW Ii-trx • : - 441 7 jIjAXIMUAi A.S.. OF }GN PRESSURE TiNG {t�.s.f,,�,�j��RESPON€}}NG IMUM PANEL LENM "j" SCHEDULE NUm nwY TRIO A ni IUEM t AIN,NC Ae Psa mFrSv,etR " pLLIAkINUIi A$.a Elm AaP, P!�7tSNfJVN t�E`sP:'CDWffi) MNUdW±O Alf D� f Na3 465A. -7ZO 'r-I OR. =Tn' 2 l/: �OLTEO V71 TNRU 5 i T .._ 3/4• UNSTILTED I TNRLI 5 • 7 s5a.0, -no Sr-4- TO I V-2` M- 2 1/i• 1 6 «43A. •a86 12'-4' OR LESS 3 f/2- • BOU1ED�pGa1 6. 0 a 10 - sww WJ 714Y-2a1• ss Ms * lmo#jr a Ovvw a MODO E OF RVOL plAX ONLY MR PAMi 0 WSFA IAT16NS AS PER SECTIONS R 'THRLi 7. ON SHEETS 4 & 51 MAV AKAI "D, OESmN PRESSURE ) 14041" ANCHORS BFiCM+c FOR CA . S , J2• •- APPLICABLE To ANY OF j i "WJM PANEL LENcm 1' iN,1 TAPOCI tF UP-ddp GLw-Wi PANIEU E FEMNS 0 p1malu IE PGMA m Cm4GPElEi 70PA SUMm coot Ft TO TO mKCRECE To ToCOwCNE,E TO C TO CONCRETE TO d Ir w/A N/A N/A d` WA ° WA (TORT WA. r w d" r e" i (Pmmm) 6" N/A N/A MIA 6• NIA -.N/A a' NlA s' N/A l (aOA'1 tr WA N/A N/A r S' N/A 5" N/A 2 (dOTBI4 +38.5, -72D WA N/A N/A 8' N/A e' N/A a• M/R 3 & 4 (TOO) 7•-5` OA 1LY5 OP 1i55 5• S• N/A N/A 6' r 6` r r 6• 3 18OTTTA7) r K/A WA E WA 6- WA 6. N/A 6, H/A 7ITA) - d` S` N/A W"A Nf r d' r r b" 4 At 2 (BO=60 N/A.... X/A 12 TJ2• 6 1/4' s2 4JY d 1/4 6 vo 8 314r a t/4' 6 (1�la4TT0") SEE 56;ET6 W * IL FOR ANCHORS TYRE A. SPAOM FOR INSTAILARNIS NO WOOD FRAME MULDNG MNMUM ANCHOR SPAMW AND Mile" CODE OdI ANCE ARE WACR EM ON THIS SCHCD ME. FOR CO LM THIN OLK.Y' TEA ON 7AVIDAC REDUCE ANC SPACHO 9Y WIL IKY)MY WACM 90" ON SCHROULE 6Y THE MIOWVM FM.IORS, FUR 11M5 OiEMTICII TO BE PDWLF REDUCED SPACING OOTANFD tSIHO FACTOR SHALL NOT W UM THAN NWAhN SPADW NNPU` ,TA FDI EACH MtiUM TYPE AT ARCHORS LEGEND, Aloes TYPE Ile. Ill.. 1J4`I_ 1/r. "1kWM a1Ar.W1/ - _ uMA-N _ 9a#t�ls8" _.4. Oak 440MX WORD OA) 3 a 3 - -] 2 ,f2 -4ItliA:tR kaPOINII Bro) 3. g 3'. .. D 3 55Ja - Ut4 WT NnP'!tA INaEtr•) !, 3 3 4Ja 3 tJS l 5 TjX AMR Ila VOK NAM I TIP 3• 1dI ,m - Lao :u _ - a t.W A1tl ' NG. 4167 3 Dam 143ENMy,. At FW! to R.M./9pIaglLt/OAtE WALTm A MIT' w-, 44 20 GAGE GALVANIZED STEEL STORM PAMMs I.A. ABAL PROTECTION PRODUCTS. LL.C. O7/7a/2o?9 SATE 4 al SW. 55 STREET nag, Fl_ 3u14 PROWL (&41�-7aa3, FAX: (964)®9-a747 20-176 e . M SKwlm Afi BD LOAM MNQT W W Fa I1 !D. v 1 LOAM iWASS BII 4m Wl INSTAL LLA Mf1�E�1F_ QUAILS..E.. R 16-�.�-.. il4•A . d T/4- O.D. FLV! .S'�1c..4tc`.A/! .;� UDOT 10 8 AND il 1l4' O.C. UP' 1O I40M INIQ Xis STINQ WOOD STRICTURES MR L tip -w 0 t MR IAATX 4 kR' 10 600 Mw. OR f PLUS M7 I I 1OH. TH PLIrS • '•<" i 12 t//2• a C WHE 1 f/Y YF. ifIRFlDED 12 1/ATE FP WITH OCNEYLATIpN TO t1E47£R Ni7N AL IF7M11N5 LOAM ` I a• -a' abA l __-. -t 1/4• tAi 5U:4ayM5 0 4' ac R/ ' NYv 1L4MAi&a POETMTaP1 tt I t m r1lw HfALai6 '+ 1 [ 1 1 } 3i � .� "mA eo�, 1 t a {{ t. :t �+ f1 VI t 1 t i T e; ✓" I' ,wMl""�,7d 6�,.'1 EO ,. , .�.` (, T 1 i 1ED. ! 1 1T' '. r _ E a t 3 akL Wxm e1FADER 1 €T@'DtffD i 1 ' i 1 1 WOOD Irlm NEOPROD T I [ _ SM SCHEDULE OW 6 tip EE ON � A 1 I +' MR MA. SEPARATION -4ji I AlaYdly�• 4 1 -'i FOR AR, PAMIMO. I MA e iVVfATTYt"aD. '+ I a I Eq1 l i� I Y + EOEOi " T• ._P0001 PAW 1 REOIXIM - i I/a` LD. • 5/a• LONG CRASS ""No W/ 1/4'b-M2` SS MS 0 6 1/1' tl.C- L1la'a-2Dv3, /4• ii. a4L Joth'aaL3Y Nat t - WOOO PUYE • . MAOIREG '. : 1 FORPNk3. L£TY6T1K LP TO -Cr5' AND 6 S 4 _ 114' D.C. FOR LEKOa6 LP m -6` rMa-. ' r;4- PLATE. Do /44-10 P.W AjE EEM.lE IO CB pARELMAIK RMS 0 it4J2' 0. a W11N 1 ° (i I t = ,_.. --1 IM"• iA6 �Y8.W3'o r OG W{ !p? WaM'ArRa ALTERWYE XN ALTERNATIVE t/ ' MHA . PErffDtM1'DON AT 22 ANOWIDTH OF Vow PLATE FOR �'" 2`W' 'PLATE ,(��,Ma� PaWT"W�Drt 0 .PH9AlM.. aF PLATE. 'SCALE 3/8rt' LAW SCALE 3/6.1` ALL. Lao" UP To W-6, M_ k,. '�t`" B1irACOmm9rmk _ r lifALTE , , , *0 ° }"A.T1 N .. QIREGl A_ - - NOTE I SHUTTER TPAMM NOT STREWN' .FOR CLARITY 17ER _ RAT! E 'W $COIF 3/9.1' �,TERNAiiiTE 7W SC?LE 3J8mT' MMA11H1NNN& a Av 1, INSTALk..AT1ONS ARE ONLY VA0P FOR BUILDINGS WITH A-S,O. DESIGN LOADS $,` "'�•*`` N `•, , T2 E UP TO +55.5, -72D PSF AND. pANEI;'S LENGTH UP TO 8°-�9"..: r z S`"," -'1��N "�� ,, FLORIDA BUILD)Nli GORE HI h VslocNp No cone ZoaTa 2. FOR NEW WOOD FRAME CONSTRUOTfON: WOOD MEMBERS TO BE SOUTHERN $ ? ;. ". ... - PINE' NM 4 W/ SPECIFIC DENSITY OF 055 00 EQUAL. a ND" `.* _ 20 GAGE GALVANIZED STEEL STORM PANELNit ORAIN : Non FOR tOFM�r+ Df S rF�f�: C¢ -�b�• 5T r.. � GLOBAL PROTECTION S, }LC. O1�'PAE�O 4�r � ' � c€N STREET TOP & BOTTOM MOUt4TINGs CAN ! yi,��r'``t<CS,' R5" DNA nor Wes..i«..oaeo�c aPw +rfN €OaL ,6 a rix:t iMasReya7lt 20-176 MBINED IN ANY WAY TO SLATE ANY v{,OANtMN w••: LmN n,CA-aGa67tWm-Pat wr WaWwr. eel o'. r mNw 4m aRUMtc NP: INSTALLATION Nit41k ,E *.,EAF•MC+NmaA1E WKTIX A TOUR P.E. , v-.TOI • - 4416?. Z . " MEET IY d 2a ENO STUDS D EVERY OVERLAP j12 TJ2 TOq ,L1 PAMFL �j 0 A i 0 t. 0 N. ...t. , .. : A s• i '' A I 0- : i•7 0 k • - Pt 1� ,1 4,A Alt •. +/ -nos 9 EVER ovERu (12 1/2' O. C TO MOLD PANE 6/8" I (CASE 1)3' JAI UP. (CASE R) 0 ALTERNATE LOCATION AT END PANEL �i�tti,�IP�R�R�>�R�RI�TRRIR! �RRRRlR�R�\7R�l�fB 1lTia W 0 I vg kWMM A--,M ormaN NN+E9suRE IPkoAffist. TA^ m 7AF'-F,A1P CAL-iK PAWO.J41E FO#a 0. PMLtMA$F R AP' CANN { to * c MBNArnkN THEM MA':PIUM PANEL nim9 •L` Ott in To CONIRCt, I= TO COIMRLTE OLD" TO wNmm Cp TOEYE M'O'CIC Td == 10 8U7CK TO COMIRETEor O 6' N/A N/A N/A fi' N/A S' N/A 6' N/A I & 2 (W). +551). -720 9' 7' B` 9` 4" 6' 9` 8' 9' 9' 1 (80TTOM) W-0' OR IFS'., 6- N/A N/A N/A 8' N/A 6' N/A 8. N/A I & 2 (YOP) +55,0 -72.0 B, 5• 9' 8` 9' 7 1/2' 9• 9' 4" 9- 1 (BOTTOM) 5'-0' TO 7'-6' +55:0 -72.0 8" N/A N/A MIA 6` N/A 6• N/A 6' NJA 1 °L 2 (TOP] T-6" TO 8'--8' 6' 4-".. MAJWOM A.30. OESPN PR€SKME RATOM T: tME I MA f SA• W. MM TOW OF N" A OM F (SLID 6 3' w- TRW HOP aF NAPS) APPI.ICJ 1.0 SECTIONS / & f �TtO AMAMMUM PANEL LENGTH -L• (Et.) TAPC01. +49.2 -61.5 3• 217 4 1/2' 4 t 2' 2 (SCITTOM) r -6' OR LDS +52.8 -64.0 3' 3' 4' e 2 (BOTTOM) r-6" OR LESS +55„0 -72.0 2 1/1" 2 TJ2" i' 3 IJ2" 2 (80TTOM). 7`-6' OR LESS +55.0 -72.0 2 1/2" 2 TJ2° NAN/A 2 (80710M) 1•^8" TO 8'-0" +M,C -72A N/A N/A 3' 3' 2 La(Tit jM) V-S' TO 8-1 IANIREr N Y•s. PA••H, lk WM -MIND .7 i&E 6501} MAMINK 9WAO0e1 m MASS PA11E'L iIDw0.tWN idsa =1M.D r-4` 3 3/+• MlmO:.tiD SEE 5M0.ET TB FDU ikCHCNS.TYPE * SPACW6 FDA' WYEN.GlRW1lS Mom WOOD FRAME MALDIML MINIMUM ANCHOR f,W,eCMGS AND MOOMINt EDGE Mtl�S ARE INDICATED ON IIRS SIDICHILE. FOR E.O. LESS THAN 110CATFD ON 9.NEDUZ REDUCE MOM SPACM BY 1RILTWIL"m sPAow -SHOWN ON scienU1F BY NNE FDUDMOM FACTORS. MR INS OPERATION To IN POSSME Kum S'ACNO OBTAINED I' M FACTOR SHAL NOT BE LESS THAN MAY MN 9 ACIND INDICATED FOR EACH ANCHOR TYPE AT MO RIS LE61340. /M R= TYPE IJ4•° T/l"s i/4 s 1/A-R 1JA's uADal ss TAB PAlf3Ml1E cAu-Fe w moom Swam 0,j 3 •mde.UF1A143 . D>i 3 5 3 a 3 IYA Aaa) eBaA PA) 3 s 3 112 3 tp 4 Awn sa !1>G16 D FOCMtB! I - - - M (VALID ONLY FOR PANELS (N Q INSTAILLATIONS AS PER SM104 1 THRU 10. ON SHEETS 4, 5 & 61 MWMUM MA50MUN ANDHO S SPACINM FOR Eq.. 3 1/2' - AS.a DEMON TAKCON OF TAP -DRIP CWN-IN PIMEIMATE FEMALE to PANRMATE PLUS STEM SET APPUCAeLF TO SECTIONS ! * 6W WUM PANEL PRESSURE RATKC (PSI.) TO 001MRETE.' TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE M GTMNCRETE a1,aG4 To CONCRETE TO COm:wrE BL7M1T it) CONCRETE i4 CONCRETE MOCK TO CONDRM TO CONCRETE )WOCK ANY TSORLBWADCN or'"ev LENDM "L" (NE.) 8' N/A N/A N/A 6' NIA 6' WA a" N/A. N/A N/A T (TOP) 6' 4" N/A N/A B• e` 6' 6` 8' 8" N/A NIA i (BOTTOM) 6' N/A N/A N/A 6" NJA 8• NJA B' NJA M/A N/A 2 (TOP) 6' N/A N/A N/A 6- N/A 5' ( N/A 5" N/A N/A N/A 2 (BOTTOM) 554% -72.0. 5' N/A N/A N/A 6' N/A 6' N/A B' NIA N/A N/A 3 & 4 (TOP) >7'-5- TO Br-8r OR LESS 1. 4• N/A. N/A B" 6' 8" 8' 6" r N/A N/A.. I (BOTTOM) 6" N/A NIA N/A 6` N/A 6" N/A 8' MIA N/A N/A 7' (top) 8' 4' N/A N/A S. 8' 6' 6' 6" N/A �N/A 4 & 7 (BOTTOM) N/A N/A 1 12 1/2` 6 1/4' 12 1/2` 6 I14" 6 1/4' 6 1/4' 6 1/4- 6 1/4- N/A N/A 5 (TOP/BOTTOM) 50.0• -53.3 N/A N/A 1 12 1/2" 6 1/4" 12 1/2- 6 1/4- 8 1/4- 6 1/4' 6 1/4' 6 1/4' N/A N/A 5 (top/BOTTOM) 8'-8' TO 11--2' 55.04 -72.0 N/A N/A 6 Ile N/A 6 1/4" N/A 6 1/4• 6 1/4- 6 1/4• 6 i/4" N/A N/A :6 (TOP/601TOM) 8•-B' TO 11'-2' N/A N/A NJA: NIA N/A N/A N/A N/A a 1/4' 6 1/4' 6 I14- 6 1/4- 8, 9, 10 (TOP) 434 -4&0 6" 4' N/A N/A N/A N/A N/A N/A 6" 6'" 6 1/4" 6 1/4-. B (BOTTOM) OR LESS 6" 4' N/A N/A N/A N/A N/A N/A 6' 6• 6 1/4' 6 1/4- 9 (BOTTOM) 12'-4' OR LESS N/A M/A N/A N/A N/A N/A N/A NIA 6 1/4' 6 1/4- 6 1/4- 6 1/4' 10 (BOTTOM) SEE 94WM 10, 11 AM 12 FOR ANCHORS TYPE & SPACK FOR INSTALLATIONS INTO WOOD FRAME BNLWM, M7MMDM ANCHOR SPACINGS AND MINIMUM AR MUM EDGE DaTANE WDICAIM ON THS SCHEDULE. FOR CO. LESS THAW OV30TW DR SCHEDULE REDUM ANCHOR SPACING BY MIAMPLYWO RPACNG S"DWN ON SCHEDULE BY THE FgUDMNG FADTDR6 FOR THIS OPERATION TO BE P0135113 E, REDUCED SPACMM OBTAINED USING FACTOR SMALL HOT BE LESS TH4N MINIMUM SPM M INDICATED FOR EACH ANCHOR TYPE AT ANCMRS LEOD& ANCIM Tot 11+'M TMVO N I/41 a IRP-Cm 1/4'. L/r. 1/4'r CALK-0 1/e. SOUD-SEA Mvk NNCM)R VAC94 (a.) 3 3 3 3 2 ,/2 3 f4P�A� CwiwiHa Dkd 3 3 3 3 3 3 1/2 fSPM Mr:wklk fktA TRJ 3 3 a.1/2 31J2 i 3r/2 e2wL ESA oz 6EBII7(1 T A'c T o A 2 I12' 1,aa- 3 , • - - ,.00 - 1.a* I I= INSTALLATION DETAILS FOR _REGULAR PANELS & TIN 0 EXISTINGG ,WQOD 51RUCTURES � S .� I 9h10 PANELAATE PLUS .F �" - � -� � 14-iD PANEItUATE PLUS '� - to-iO P PLUS AN4MA E 1 4' 4' I 5 O.C.W 17 T 0 +,6 i O.C. W 76' / /a' i, / 1 / / / WOOD TFIi.AOE{7 PENETRATION - 4ER MSTI G OW WADER TO DOSING PENETRATION TO �A TWIN t0 I 1 EOtP'tINC WINO WADER EXISTING 1Y004 HEADER StNO WRI00 HEADER REOl11iN:6 y EXt t94 44 t '1 t r 1 t r' ld'4k7/3a' I . /d'�fAlR f Wla f f ...._fM0 �• =..WAG "If s MAY • i t PMMW 6N0 a OZ _ 1 6 T/a•as . ' a y4• of { a lJ+• ac. WDDO NE4lIER 2 ' WOOD HEADER 2 }i i ' (d ' _G REWIRED t Mrt. I IMIT. SEE SCHEDULE ON SET LE OH IRS SL'NEIXM€ ON G I SHEEP M 1 - SHEET A l SHUT a FOR MP. eEPARA i. FM Min. SEANATION { FORiTM SEPAAAtiDH ro WAss. m aLARS. � TD Goss : i. � � MPW. PANEL LENGTH - _.. �._-_.A MaN, PANEL LtNOTW t _. „ ___ __ _ '_. M. PANEL AiNGT't, I/4 r mul. s.S,._ (SEE NOTE 1)rrS Ms W/ r/sY' r7 Ms W/ (SENOTE 1)-mt a/4'+A-zron• s.x (SET Him rb • D'EAI' OYSRIAP �1 : - LS L+&3D' WfIMAP '• ' V•� I 1 wx we � i OFDY• DF "L' li OF *L` l�aq , ,JiEI-YanWkJ. ,I 1 ': ' I trrW�a2• I i ^` '`�---NNM�mr1/'�,aSKR ( ' - � 3/3x' -!: E4 fam/ flu 0 ��. -' . i 1 0 12 TJ2' D.C. EO "-,. »- - MWIO MR • � LTG I I 1 E •. ''l IV A' LAC SLTtL1l5 21.4' 1W]00_P4/:iE 214' WOOD PLATE - ! 2'vi''YgOO PLATE ff 7{ MAN. TKgrADED REOARRED .�. $14-tD PANELMATE PLUS REWIRED '- {' -- tiEWiRED{ C- 4 PE/NETYAIIQAN AT Nt. ij l 6 1/4` O.C. W/ 9 7/B' , 4 WOWIOTH OF PLATE t- I 1HPFADED PENETRATWH 0 14 '7 d MID WON OF PLATE 1 J4"0 LAG SCREWS O y i ;• ' •_. "558T'RWAO}.CW, ( )STAGGERED w/ '` '�:`.' AT MKRFIDTH OF PLATEMOURN DIRECT. RAI� DIRECT MOUNT 4, WHIM, INSTALLATION DIREa MOUNT J.-ft INSTALLATION SCALE 3/8-l' SCALE 3/8-1. SCALE DmPt' 9W i Y 0 F ONLY VALI OR 111 1. A INSTALLATIONS FOR g7t1U iNlNp UP TO +43.8, -48.0 P•s.T. AND A N uiL 0- DEWtTNL LOADS O 43 BANEL'S WITH AIA•, I LENGTH UP TD 15ON41OAD5 ti �A �H FOR FRAM CON KIN: WOOD MEMBERS TO BE SOUTHERN 2. 44 NEW WOW IF STRUCF s Q": zENS�' '': y PINE NO.. 2, W/ SPECIFIC GENSRY OF 0.55 OR EQUAL � '"Z''.• l4. '� s FLORIDA BUiLDTNG CODE (High VaaDDN HMTTTGnna Zonm A ,: = NG. 41 li "; aaa?e TETOM,. Rg, 20 E ALVAN ' L STORM PANEL A.P. MUTE EEflL_ GOMIR N iKSN OF eFCITONR. * s GAG G AE4 STEEL ORM ANE DRAM W. � W/mom TOP & 1�TFOM MOUMFINGS CAN BE ST TT: ^..,.` J �� a r�4. GLOBAL PROTECTIGN PRODUCTS. LLC. "„e COMBINED IN ANY WAY TO SUIT ANY "�1 / INSTALLATION. Pt R0 y, Am sW. si snw g +O` -' +-� "'✓3 T11L7 TCETNM ! PMWH L-0I.PAWY �11 20-176 Fg Yb KR sI x 1P Po W MM o •atn A CAP. PNp f 060601 ^9546. FAX tIS4IRaI'C7I7 m-1me ,own GRAMM ,A J!lJlfll evurw a4c lncP Nu COWtLek r reY (IEHH•Sl i£A1faWb.TURf/OAE WN.iTrt X., P.E _ - 6 ' _ _ _ _ OW 19 OF ?a T ` J4. Aq small f e aD. W/ INTO EXISTING WOOD SIRQCTIIRES SIG _. t 1/2 Mn, tNRfApEO PEliTRAMW I ro i�sTNO WooD vrAnER k A� _j 1 SI 1 i4 r_ DR 1 101 ED, - a1 w000 �Aom REQUIRED i 1, L_ , I 3 I 1 ttEON1Dw�ER OWDER L4E,�1' 12 41'IM o ,1 1/? LLD. ALTERNATIVE i AijEj$NArIVE 2 tJ4YN1' 4ACHNE n IOU. I 1 ra SEPARLiaN I 1 I RO G1AS5- EO ,~., Ik 0R i 4 -I Eq Eq r to PURE h. r ik WaLm RATE REWW�REQUI R g D�kL �LIERN _TIVE ALTERNATIVE 4 REDt9q �i 1j�t r TAG SCF+aWS o r 0_C, WJ /TJ2` {{{ CR 1/4'#-2D/r LONG DISHING WJ 1/ 114101 PE allow : I/4'l"^AO.2".'S& MA. f r Ot. CR - I/4Y-m PANEtAA1E fE11ALE m GA ALTERNATIVE WOOD FRAME CONDITIONS- A ANCHOR LOW19NS TI7 FAMEMMA4 PENETRPUr ATION to. W 1 T/ so".STOP. t• WALL MQUNIING INSTALLATION RATE NOR : SHOIEW tRACK3 NOT SHOWN OUR LVJM AHI1NINtA N. TILItp k%E,RM_: EVE 11 FLORIDA BUILDING CODE (High Voloomy Hu T1none Tana NaTIM20 _ * a 4202a A E O. INC. GAGE GALVANIZED STEEL STORM PANEL DAMON sr. 1. INSTALTATRINS ARE ONLY WJJV FOR &ALDWC i. WITH AS.D. OCAON LOADS UP TO +aSA. -724 WAND PANEL'S LENGTH UP ID 8'-r. -O ••• S= r - - rerNrw ''��p•• FC R14 _ - "'' ,(kIE CO, xe. F( I - - fL _- m/m/2°M GLOBAL PROTECTION PRODUCTS, U.C. Cie 2. FOR NEW WOAD FRAME caNSTRUCit01i WOOD MOMERS TO SOUTNEMN I'm N., 2, WJ S PEMC DENSITY OF OM OR EOWLL. 9, :. +J'i • ,.�t. ` `P 'P 1R♦r tESDN9 a E,IWITEEMHO COMPANY M84G sW, 51 BligEi OAMC R=III. _ A/JAllll IIMMLOA PA.,e bvd A, ,Av ( m 15 PlaN2 (ISA)FAY: (I64)a5 GM 20-176 MO Ma P,E. SEAlSOlNiUIE/MTa DUAL A �vAT�iO•. 441aT •m ►. mtr rah R P sue: P/RlDi4 po: N p O U N Q- C p O .� CU U -0 N 0- U N -0 p U p -� O= p Q N p CU .0 VJ ^0^` p Q CIO lL .� v/ 0_ N tom: 00 N r d V O � Q- O O e i Cc e ev L� N •o x c cc CA -a L Vf s0+ Q CO � 3 s. c: C ayi u C Q W M.. R N w •> � 47 W � COO c W O A• V Cn C/) O Qe 0 -0 ww C Q Z Z Q J SHEET NO. SH 1.1 ... .'S -I W .. -,1r1 7' ° •: 4 : y t ..- ... ' : - iraYY�� I _•-t } k'l L I.,-:';'r "..ii 1 s -:F r . •/ . - .•"T._. Y 't' (SEE SECTIONS ON SHEETS 17, is, i4'. MAX. SA/17, iA/17 SA/ta, ffiBjfi +Bft7, S9/it 3" N, SAW/t4, lAw/,9 a $Aw/2D t t 7mNl+a a ZOW/20 T' O O O O t , �I Si i PAe `aF svc7k aol L I l A t - , i xw ss. M.s. t X 1 I , iJj LOT — rbGtt Ox . T setrY' r r f Q.III..gaF� am 3M117, 5A/1a Yrc NR Ia tSt a TiD71 P1,8Y 3�/It. 40/17, DB//0. 3• MIAX 1' MIN. IM.Wf19, 3AWlT9 a $AW/2) WNII% RW MN/20 a Wf20 1- NIN.I ._._._ANCHORS (SEE SECTIONS ON SHEETS 17. 16, 19 a. 20)-._ -----__.". QPTiQN &2 FOR UEE SAFETY STORM F-AMELCO, E Y TA ION SOME 3/I6--I' 1/1• wx iYV SECTION A —A SCALE spec-1'. MAXIMUM A.S.D. I Max. PANEL LENGTH DESIGN PRESSURE L (ft) MINIMUM SEPARATION PANEL RATING (p.a.f.) (SEE SECTIONS) TO GLASS CONDITION +55,0, -72.0 W-g" 2 3/4' UNBOLTED INSTAi! ATION DETAILS FOR QPTION #2 Fit R UEE SAFETY STORM PANEL SYSTEM 1NTQ EXISTING Y�000- UCT—U TES 9 t' lffi1CKR f LEADER I :I-.. wOW HEADER YIBOD HEADER •r�WiIREO d i0 T WIRED' 1 Real RED I i i Q I TAPWN O 8. O.0 1 4"A TAPC O' / ON $ O.C. t +'Y TAPCON ` O. Al $ C. t _ "`� t l 2' MrN: TNREADF31 - 1 ' -W(�Jt ITN. T(READFD � 1 t 2 MIN. T(IR %' JJ FADED """WA' " E 1 p MIN. f 1 a THREADED T AT a REFNETRA ON wDW PCM)EIR R0N AT VIWO AT ' `� PENEIAAnON WD10 N POAE(RARp T j. 1 A WIND II' ierADER t#FACER f HEADER .l Fu;'AOER l �`} ', t } r`Im Bali) I 4" ,/2a. t 1/2. 1 2t Naa. u . 2' /2 1 I S 1 1 r' @. x°2 t i J 1 i . i k 3 f 1 I Urt. i G C i I �5 �1lOr I i I � G I as ��I+vMItsN � t' fAO.. cws (E sastuea - 'L' iac -- (SEE �TeDIAE - PNIFL LETIGIFI ON 9UiT Ito PANEL LENGTH TO !nw 10 1 Mex t NOTE. 1 2' Nm ) SEE NOTE 1 Ukt. SN9AkOliN I � ,� vANEL LENGTH I N6*. #S�tiKW I. I ( �l0'A) 1 , PANEL IiNGFTI I I3rE NOTE I BELOW) � � .{ { I - (SEE NOTE , BEIJ7N7 oK SF$ET tA) a //4'i-7Q�1 . '.`...,._..,_.-.«_.... ' REEF tbt T/4•f-iQcT•� y k { - S.S u.s. wf , SS. U.S. W7- ! I 7/" tl A 3/3Z NUT �NG I I i f T.._�-.-•.-,+,{'•�. MIDWiDTH FE RA7EL-_:141/..._,_ IPENETRATTON AT z......:_.�.:..._......-. t { T j - 1 i I x � Co.- EA EO EO. - j - L _ :I " CUNT. 1 CONT. I ' -z• - - ; :It-s-aA3/4'S.S. NS. W/ I `• __ 1. 17 t1 - 0A3/43.5 MS, W/ 'WAS4M/3E FYa x 3/32' WING IATT i( !„ Ile* x } 3a• A'gNi L - il.: _/"-a3 a 1 PIING HUi L _ III : NOT - 71 J / Yu9Hpa TA r n (BEYOND) WASTER (fIEYDND) WASHER O t2 7n' O.C. I:I NUT YNAS}RR (BEYOND) - I` •a C - O 4 rAPcbN a B oc -'1 1'AY iAPCON O $" O.C. 1 4'i TAPOM O "' O.C. - ``3TAGGtRED W/ STUD) 1 ___�57AaEAEO W/ STUD`) ��' if; P 1. i I(i •' 11oN AT MREAM W/1 1n- MRL THREADED , f: i. w//, In MN. T1aTFAOW 1t DF PU7E ✓ s__a -;. _ €' 9'ENETW,IDWIDTH TW,1 AT YWMDTH ,F.- Pf7ETflATCI1 AT WOW10TH • OF PLATE OF PLATE WOOD PLATEtom•--_�WD"kPLA� � __,_„ PLATE PLATE UPI I OL,KIEO ��}UHTiN(; Y3�.��{ 7iONWALL WMI L esrt_Tla WALL M`,O�U�.{3��,1{N�•4ryM1II TA TION WALL MOUNTING LNStAL I aTI(S,I �LTE�y� Z�'�Y R PANEL �L.I£RLIAT4i+E BAW MiyL , NAB $$W �*E S/B"--1" 0 LIFE SI�EiS`, PANEL O REGU PANEL O LIFE *AFEtY PANEL SCALE A/e-1, SCALE3/8"-1' SCALE 31801` � N., Tkii t. ONLY ' " M'Y FLORIDA BUILDINGCODE, (High V$( Ii rr FLORIDA .H DO Hu IGOTM Zone) NSTALUTWNS.ARE VALID FOR BUILOHGS PATH AS.b. DL3YGFN LDA.OS -. UP TD+ 7 P T - • SS,S a.0 P$F A� AMEL"S LENGTH UP D B $" , LEN ... TL1EW ANC AOnaa is0. 4 j s 20 GAGE GALVANIZED STEEL SCORN PANEL WANK or., a. FOR NEW KYSW FRN:E GaN•tYRUDTxT+? DODO MEMBERS 70 BE SOUTHERN = Y" -`} w,. PINE NO. 2, W/ SPECIFIC DENSITY OF OM OR EOtbLL. S TR : -•'• : OL08AL PROTECTION PRODUCTS, LLC. = Q• gTA +_ �- > C1 —0.... �1"l - C. f l � � Y V BMW SYM bt 57"EER PI`•n n>-k 1AW9. 32M�Y rtMITFL4d[aS.' ~M iu iNkl lwkbtla7 2G-17✓;- nAN9ra IIIIHM NP.G CA-0TAUT a ,n A•. w A- Yb: ULM YMLIEA A tl.I1T a'.. P.E. Mx el-w N1 7 SHUT 7APCON ANCHORS O.C, POURED CONE OR CONCRETE BLOCK REQUIRED 1 '• i , anNa,a aN ( a14Fr ta) _..fit• TAPCIDN ANCHORS lr4• TAPCef ANCHORS O 9. O.C. URE� ti POURED POCONCRETE f METE, OR COD CONCRETE OR BLOCK REOIMRED ( S BLOCK REQUIRED I t/�4-{_- ED,t Lo • I ' co,• ' J 3/3i' WINO NUT L WAfi9iER O 12 1/2r IDA, I .:._. i fa- 7APCON ANCFIPSRS + •'- W t if2' O.C. (9tAOREREb Wf sTIiO) RWEOUW "MRSTE WALL OUNLING INSI,54LA'IiON SCALE aje•_,'` 0 w:. SFMMIiw. o . �I dT 1xiaY ,m FayA MByP4A._..+ r I � ��.r�/ •mil { - $• EO• { 1(4 TAPCON ANCMQR6 (STAOOFAED Wf S'RW) ...„..._r'Y7URED CONCRETE OR CONCRETE Bwek REOUBEb 1NALL I1S�U�jI i IN,StAUA?1W SECTION 3B SCALE SEE _ ANCHOR Ift _ILA•• SEE MF 19 IT 10 FOR ANCHORS W TYPE k FR.Ai1NG FOR aPdIN3ATIONS INTO WOOD ELITES $IIIDNO. 2fiRi SP,,EiIB pe} l NBOMUN ANp10R SPMZ24 AND 4%]JU N LODE obTAGCF ARE awK•A,ED ON TN6 4mlatbbu txe,M;04 a Si7EOLU FOR ED. UM THAN INDICATED ON tA1ARAN S7+'aW el,sA pn$ 3 SCHEDULE REDUCE ANCHOR SW%IW BY NIATIPLYINO SPACING SHM ON SARDDLE ARLt1i, EJt OI"wv,1 RICIOIr BY THE FOUjONM FACTORS. FOR TRS OPMTIO1 TO 1K PQSSIMUL P,FDIJCED SPACING OBWNEO ONO FACTOR SHILL HOT BE LE95 THIN MIN wIM %PAGING INMCvw FOR v4M MOCK TYFr ON IT" swexAE 1' TAPCON ANCHORS 9. O C• 1' TAPCON ANCHORS 9. O C• i m R J I I : s 1 i r s� i I Ep tja••-2a431t'x9. us, tl --., i 11+•►•-2a� r T/$ ax3f32' WING IOTA wAWASHER D 12 1jz• O.C. (BEYDID) TAPCON ANCHM t v , A' TAPCON � + I f2• a.C. O + Tn' O.C. WNOREtECIE tE�BI.GCK REOIUARED REQUIRED WALL MOUNTING LNSTAL notj IAQVN71NO INSTALLATION S IG fA SECTION aB 2HECEL �_jj�_SeFETY PANEL SCALE 3/8'-1, SCALE 3/13'-1" WINGWING O wj NUT IVAS'IER INUALLATI9N DETAILS FQR 000 #2 FQR LIFE SAFETY STORM PANEL SYSTEM TO EXISTNG W900 STRUCTURES I �V iyy11 Iy f 1 ,° 7731I #j4 ) i{� ,. a f I f 4°i TAPCON $' O G. tt "�'_-0 PCO O _ I d"P TAPCON O B' O,C. 1 2. lN. 7H is M RFADEO , i / / 1 THRFWED 1 `t PEA AT WOOD. •t JJ } 1 'AWN F'ENtTRARON AT WOOD { { P I HEDER ADER HEADER i. r ) NOA WOW HEADER WOOD HEADER '#12' " - REOUIREO REOUREO i I i 1 i ai ! tpt �PW.AT9N ON gg tto CLASSS TDN •L• INva. L..,....._...� -_ hl f _ _ SONEDIALPANEL LFNCTM `... A'� PANEL LENGTH E%IS'fRRG on (SEE NOTE I SCLOWJ: 1/+•i-20a1` ' 1 ` _ 1 � (SEE HOTS 1 BEL -._ GLA4S SS. M.S. W- .. AW) i 7 '• x •.'ril- WINO NUT I r I r i f I _... i i t 4 r i r I I 1 •�} /Arfi�t� r �Jl 1 1 1 I t_. ( t' + }- i I �- e, l7/b"• A 3/32' WIND NU7 lr .7/""a x 3/32' WIND Atli 4'x4• WOOD,PUtE 2"z4' W000 PLATE •, MASHER O 8 t/A' O.C. ISOLATED ,.. Elf WASHER O (BEYOND) REgUIRED •'-.I tE /14-1D PNIELMATE PL�i,aS i'' _„},F, ,L f(! #14-10 PANELMATE O b 1/4. O.C. W/t 7/$ .:. 4 I O B 1 j4' O.C, W 1 7$ MN. THRFAAEO PE1fE(RADON i i 1 MN. THFtFA0E0 ROT( I A7 M/OWION OF PLAIT - AT WOMOTH OF PLATE Z k • , WAAi l MOE,tRNC 1NSTAUMON WALL AtOLiNTLNts INSTALLATION REGULAR L"+AA':c1N,�i�� AL7ATIYE L1BW -. k S" •� 4 SCALE & $`�)' ">1" / '$` ' SCALE FLORIDA BUILDING 'l. LOIN CODE Ht iT V$)aaii UrA)Gon$ Zone) iLG�S 416E '. •8oi4T#.YcDT..W4 F.P.. _ hIO 4 _ 20 GAGE GALVANIZED STEEL STORM PANEL DANWt BY: 1, INSINUATIONS ARE ONLY VALID FOR BUILDINGS WRH ASD. DESMiM, LOADS UP TO w55.5,. -72"0 PSF AND PANEL'S LENGTH UP t'4 B'-$" *' A,(g ,.rC .. =, - '.-.._� j ..•. Irr 47/1A/on VC- ^._�-.._ !A� PROTECTION PRODUC7r U.C. }� 2 FOR NEW (MOOD FRAME CONSTRUCTION: WIND MEMBERS TO BE SOUTHERN S'0.�3''- l i• E C. C1 LMC. 4WD IN. St STREET TINE , a, Wj SPECIFIC DENSITY OF O.SS OR EQUAL +i ',A t) }�.•' TILRT' 4e N rxWPANY WME FL. U314 ' r C'' •• •• •• Qt na: t1tlA ar. aaS. f}sw. a4a0a n. n+r MOIL t (0.R�-B7at OL•OI`k PeAltlea- BR4 FAx: 20-176 wR ,M. Pssxal a.x w Pee•m+ OtlTG Kx: AAAJ1Jlf 11it{Nt ffN,/9Q4,1Iifff/OATE OS-BCUfr1i9 rrt AYIL7iR A TWIT � P.F. 44t _ _ - AwiT la a m INSTALLATION INTO EX:ISIINrz QUAILS EQ0 EMU QPTION #2 FOR UEE SAFM STORM CONCRETE OR COME 600 STRUCTURES PANEL 5YSTEM TAPCON ANCHORS i,L#" TAPCON MCWRS A,C, POURED 1:0F1CRETE 1�` POURED CONCRETE OR CONCRETE BLOCK :i REDUiRED S OR CONCRETE NOW . REOUCUON I E. I+ f CONT 1" sal N.ASa M t- m i �+y { `/w Oka KN 1 9 ! ' I r I ?, t#-10'i PNiEIAtAit PINS w/ _-_�j$': /1+-•tO"A PANEUAATE PLUS W/ ""Tijd"'e 3f32' WNa NUr WA@FIEfi x 3/32` WING M(ft (BEYDNC) WASHER _ .,_RED CONCRETE OR CONCRETE BLOCK tF7'E REOUIRM T L ►dO�f�]_NG INSTA LATiON CON{^ BTCC4C. REQUIRED` WALL L+tM_ INSTAL (OONN 1ECTION 5A 4 R G AR PANEL SCALE 3/8'-I" SECTION SB O 4€E SA9 ETY MEL (TLilxiiiRl6/NNN. SCALE SEE 10 k 20 FOR STINOA NOW T'� TOP an PR11&tE 10 F 0o SPAOND FOR a$rP+TASiBl6 INTO WOOD 1b« A)IOax1 aPAaI„ M) 3 S MINRIVM NfCNIOR SPADM45 ANp MRAYUY ww 06RLIaICE AAE R1;ffi 7 CN 7195 `tnw asAAM Cavr: D'J J 3 SCHEDL E FOR ED: LOSS THAN KKHCATET ON SC KMLU REDUCE ANCHOR SPACING BY 1R 1.nPLT 10 SP cm SHOMH ON smm. B.a A•.I Oavxm mrt OA) 3 3 1 ja Amt$�. EIa am Goat] RFL90R BY THE FOLLONIINO FA TOM FOR TIPS OPERAT" 10 BE PQMLF.REDLICIED I /2- is „ --- --- r - PAW tm SPAC34 OBTAINED t6iW FACTOR SHOAL NOT HE L£1S-THAN WWMuu SPADMO-NOIDULDFOR EACH A40M TOE ON THIS SCHOWLE rt • - - CODE GENERAL. AKMS- V ID - cTrtIII PANEL MEN 1. E-2 HANG STORM PANEL SHOWN ON. THIS PRODUCT EVALUATION DOCUMENT (P.ED-) HAS SEEN VERIFIED PAIR COMPLIANCE IN 8.1) k"MIALM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE tO a PAWLMATE. PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDNWN) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4•. DESIGN WIN LOADS 5 R 1520 0 FILL 8E DETERMINED AS PER SECTIONOF THE ABOVE b B. MIN ALL MENTIONED CODE. 1 EM Ot 1 X 7 K-N ) BEDiaENt 1 /$ CAL I ANCHORS SHALL BE S 7fd'. 0{fO CONCRETE. FORA WIND SPEED A5 R T H REQUIRED BY tiE JURISDICTION W THESE t11'T WILL � N ERE SHUTTERS ! 5'TALLED AN Nq I:MBEOMENT INTO ANY SH MAT EM FINISH ERIAL 7T5(fAt SHALL BE PERMITTED. FOR F U 7- 0 ACTOR KCATED . SING AS 9B AND SHALL NbT EXCEED` THE MA)IIMIIM (AS.O,} 1f4• 0-20 BOLTS USED SHALL BE LONG ENOUGH(SHOULII ANY FTN1St1 MATERML EX#ST) TO 2 " IQ ANCHORS, DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S a 26. ENGAGE 314" INTO ANCHOflS. IN OMER T VERIFY D VERI THE ABOVE CONDTNON ULTIMATE DESIGN WIND LOADS MI P. -7 ES DETERMINED PER ASCE 7 $ SHALL. BE FIRST REDUCED TO A.S.O. DE... WIND Y MULTIPLYING SIGN 6.QADS B THEM BY 0." IN OROM TO B. ' i DER 3 N THAT STONE OR PR P ) PRECAST CONCRETE RINSES B FOUND THE 6 ANCHORS SHALL L TO COMPARE THESE Wl MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 23 a 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE IN.VN STRUCTURE BEHIND S(iGTN PANt3S, ANCJlORAGE SHALL BE. AS MENTIONED IN &I) AND IN B.2). IN ORDER TO VERIFY WERE NOT OVER STRESSED, A INCREASE AND ANCHORS ON THIS PANS .TESTEDFAST N LOW WIND T I ALLOWABLE STRESS FOR f.D LOADS WAS USED N THEIR ANAL t5. FASTENERS SPACING FOR WIND LOADS ANALYSIS. YS A5TE S S NG ¢WOOD HAS BEEN BEEN DETERMINED IN ACCORDANCE WITH N.D.S.. 2075 (C) ANCHORS SHALL BE. INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND VECIFIOAT(ONS OF THE ANCHORS MANUFACTUREti. PA NEL'S AHEL'S ADEQI)AC^f FOR IMPACT AND FATIGUE RESISTANCEI B F N 1A5 BEEN VERIFIED ACCORDANCE SECTION ifi B WITH 2 OF THE ABOV IT SHALL BE THE R T £ MENTIONED CODE AS PER FENESTRATION TESTING tABORATO INC.IN T 1 RESPONSIBILITY OF HE R T HEN RY. C REPORT / 2Q32. As PROTOCOLS AS-20 , NSiB9)iY CONTRACTOR O VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TA5-Z02 AND TAS-203� IS TO BE AiTA„"HEO TO tNSURE PROPER AtiCtiORAGE. THIS SRiUTTER SHALL ONLY 8E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED i0 BE itdST41E0 ON THE OUTSIDE OF THE OPENING ACT:ESSNG TEkE OFPENIN¢ FROM THE OR WOOD FRAME SUILOiNGS, INSIDE W/O THE USE OF A LADDER OR LIT.: THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12. THE INSTALLATIONCDNITRACTOR IS TO SEAL/CAULK ALL. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WNO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRICKS ALL MOUND FULL LENGTH. 3. SERIES 1000 INStAUN 5 ATbAPPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED ro BE - PERFORMED FROMTHE INSIDE 0 - NOE F STRUCTURE 13 STORM PANEL NSTALIXRON MALL COMPLY WITH SPECS INDICATED N iN1s DRAWING FtilS ANY BUILDING AND 20tING REGULATIONS PRONDEB BY THE JURISDICTION WHERE PERMIT is APPLIED TO. t. SERIES ZWD INSTALLATION IS APPLICABLE 1D SINGLE AND DOUBLE HUNG AND HOHNONTAL 51lQERS SINES WINDOWS WHEN INSTALLATION i5 REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOOt5, NC. E - Z HANG STORM PANEL SYSTEM- - IS PATENT PENDING. L S. ALL ALUMINUM T A _ 1}i EXTRUSIONS TO ".. T$ ALLOY AN TEMPER. LSE N 5 I 75 PftOT)U N B9 Q 1E E UNLESS OTHERWISE pYEO Ct EVALUATIO DOCUMENT .E.D. PREPARED` THIS I ( ) () D 8Y 1$ Et�Ni'ER S AND NOT P (P ) iLF3FERIO DOES 0 RGJIOE INFORMATION FOR S i A SITE PFO FTC PROJECT, i.e. WHERE THE SIZE CONDITIONS DEVIATE FROM THE P_Ep- 8. ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALT, HAVE 3, DS-Eta pLL.DY. (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSFALLADON INCLUDING LIFE SAFETY OF 7. EEL SHEET M DUALITY ALL 5T METAL PANELS SHALL :MINAS STRUCTURAL OUNJ STE ASTM A-853 GRADE 5D Min THIS T)I EL, , GALVANIZED STEEL PIPOUEI` BASED ON $ P..D. PROVIDER HE/SHE T E ONES NO t)1. N FISH DEVIATE FROM E CONDITIONS DETAILED ON DESIGNATION W - 88.5 IKSI THIS AFTER ROLLED . 15 DOCUMENT, CONSTRUCTION SAFETY AT E t5 /Fl ( ) 5tI THE 0tXMTRAC'1UR'S RES.PONS(B,1JTY, B. ALL SCREWS TO BE STAINLESS STEEL 3+ OR 316 AISI SERIES OR CORRL1510W RESISTANT COATED CARBON STEEL AS PER DIN (a) 7H5 PRODUCT EVALUATION DOCUMENT WILL 8E CqN7DERED INVALID IF F MDCXFREO 50018 W' SO Hai YIELD N H D GO kW TENSILE STRENGTH Y t 1 STYtE GF AND 1ENSL ENGTH &SHALL COMPLY W FLDR DA BUILDING CODE SECTION 2411.3.3.4, 1 (c) SITE SPECIFIC PROEETS HN1 BEPREPAREDBy FLORIDA ARCHITECT H 1 ARC 1E WHICH WLL BE S. BOLTS TO 8E IIS'TMN A-3D7 GALVANIZEDAS O THE R STEER, OR 304 SERIES SfA)NLESS STEEL, WIPE 3$ Mai MiN}MUM YIELD STRENGTH. BECOME EIROINE£ Cif' RECORD ,OAR. SHE PROJECTREGISTEREDWHO WILL ES USE OF THE POE O" ENGINEER OF RECORD. ACTING AS A DELE'OATEQ ENGINEER TO TI E PPO.E.D. ENGINEER, SNMtl1PFJr 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW f,^u`dCpETE+. AND OR,OINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of THIS WRECORD - 7/a'a TAP CON ANCHORS AS 1AVNILFACTILREO BY ITW, BUILDS%. MAC. (MIN. i'c-31B2 pA.i.) THAT PREPARED R - 4' A 7 -L 1 X B CALK -IN ANCHORS N MANUFACTURED A BY OEWALT INC. ED B 1 / NC (M ODD RzL) t8, STORM PANEL MANUfACTUIE,R'S tAt�i SHALL � LOCATED ON A READILY lM1ABIE LOCATION AT STORM PANEL 9N - %t14-TO PANELMATE F'EAVrtE ID $ PANF1.MAiE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OFFLORIDA BUILDNBEL G CODE, ONE LASHAD" BE PERKED FOR EVERY OPENING. (i'c-3350 P.Y.I) LABOING TO COMPLY WITH MC11M 1709,9.2 OF THE FLORIDA BUILDING CODE. At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SWILL BE 1 3/4• AND 2- FOR PANELMATE FEMALE 10 a PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8' CAL( -IN ANCHORS SHALL. BE IS 7/6- INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. SIDEWALK BOLTS USED SHALL. BE LONG ENOUGH(SHOULD MY FINISH MATERIAL EXIST) TO ENGAGE 3/4' SO ANCHORS. 4NNFtN , J IE �' i �EQ A.3) IN CASE THAI PRECAST STONE, PRECAST CONCRETE FPANELS, FLOOR, ANCHORS SHALL BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE EXISTING TURE BEHIND SUCH PANASNCHORAGE SHALL WALL OR " �C BE AS MEWITNEO IN A,I) AND IN A,2),. % r ;' g No, i - B T 1ST N () DLEX_.�.�_DOMCBF.ZE At,�_.,.3.. ... FLORIDABUILDING C - 7 f4' A TAPCON ANCN(YRS AS MANUFACTURED` BY ITW, BULLbEx. INC. - < 9 LLD HG ODE Hi h V$IoDLi NurrLaDns SITS , - 1/4' P X 7/B" CA4K-IN ANCHORS,. AS i�,NUFAMURED BY DEWALT INC. (r'm-I5O7 P.z,i,) - {j � F wO2a 1a,fl� W. 20 GAGE GALYANLZEO STEEL STORM PANEL FP, CDRAMW, - 014-10 PANELMATE FEMALE 10 AGED PANELMATE PLUS ANCHORS, AS MANUFACTUREBD BY ELCO CONSTRUCTION 1 "�✓` '�' • PRODUCTS (FED-2071 P.al) GLOBAL PROTWTION PRODUCTS, LLC. i• VF V INe FL // TAMf k GM. o ANY 3a3t4 e. 20-T 76 w:n+: s a wwrM wm+t n a.a PLANES: (asa)e�IVAE, vasa, FYs: (asi)BN-ilal INret r INN tahT[Stl _ Fa : axN IT-,0.n CA-ODaNllt9 4x� - ,ataxy ORtll.m r PL 'gMl9OMTURlOATE YB LGN A - lainN M fi+@T al aF 16 +r U) —0 > 00 }' U N �— 0 O .0) CU U —0 (2)U 0— CIO O cu O = O 0_ O 0 0 • � Ll.. 0 AU) _ a) L 0 YL i ca -0 .� 12 /� � U) Q O ` > W O V o CJ $ n O C fQ C.i l^7 L.L. N C Q • � O It N a N s CM O Q N Z d 6r w C C O t z 3 cc 3 =90 .� V O +, j Of % ao .. N CIF _ E IFS O O P F —Z HANG STORM PANEL5 (SCALE 1 2N•I' 3'/24 {SYE NaIE 2 TrzLow) / ) %14Yr i,N,S. t7 4 4'/24 Wf (I, Wla'�^ % (BEE Hatt 2 3- MAN.. 2"/24 L"/F4 �rT 8 I= NOTE s U (,' .- O s,, FOR CONCRETE AH StZ 1 Yin, A i ((»M V., LY I"3' BL «R #$Or a$ 9CR0"" 't } z IEEE SASE 2s) _ __..._.._._a5.19$"(TOTAL WIDTH .-.,_.._,_,._---,.___ _.....__-_...._r......__. i^---z.250' ! [^--•2.6Bi•--' y. I -.3 L�x�EfE :wa+oRs eaanm - )'y cwt ----,z.900' tEFfECIK c-._.... .4 t• SY,S- q i. ATE v q ,(� ' W"--_ ------- 1 2.250r�•j £JJ' ZAP• -. v,(z' I/.•...Uff Tnrai TAN or C#T � a3) ;�� 4 cs� (WEfsE� c•,c t..,• .". >sm mj -I` 1--.., ` �inu , ` *,✓°.a'/"xui'I'• o.c. a_,--�.�,------- .W 1/+ -..._ .----'--' t #.. ! I I I "_-r - - _ 1tA nm nv NA,MM wRoac a v __� _ - F + 6 -t,35Q"_.•- ,--t.1 '-`> •--1.350E--, r .SYIt' ,) Ea oa a 91 '1 -Y PWOD cmlaOt� { f r 0 �,{II'a`"- Tyµ 2.R73'D` 0751 I i I 1 . ., o.oss• I4R_ TFix31 HF3NMEQ '3."OO• zzs4• j - :..�.I,? .,..:._ _l. J. l�i� I i I ' I . ,.. - '..�_. ` I �Oe `a,.�T` �- ,. i ,N,• t,QAA s � z.$s7' � asoD- sox T. ( �` �' Ala` m°"/ 1 - aALVAM2ffi S7E£i. EDGE �> tZ5 2.ai4. {fop PANG.) .-r- (INTERIOR PANFZ.) I (17,FTiiWR ' eN1EAwR r'-'-T'1 GB I 'Lr -r PrFY'1^-v-, y--r I tiNffi ,KAD •s. , �I Mb'}{ 47- tR' . I SEE NOTE 2 3. 4 BELOw i ) ( Pµni {END FAMIE7.I I ( AND.) ( {"RfAWR rA1EL) PANEL) � V3Y 4 \`.i ':�. - i \��`" f -) pP I 7 V„- y FR:YtA&D CAA# $0 MPIWW DETAIL 6J a` ( 1 ` I I (I SPS NOTE 2 A a BELOW 2, 3. A $ELaW 4 I r f ! I tJ - $ RfP1 1 - tsE - I rJ i 1 I I _ C/ `1 � 1'�_ ""„`y. A(L A�.tRAVELR w I© STORM PANEL I-----2.47a 3pry/� �.�}q x, p��E� ._ 49 x L i ( I O REVERSED Odi_TIYi"_..j }t/ O w _ I R I I I `• I I �E`nED U TRACK " t` jll ....._l..I "" `' • :... _:._....E._.__,_.. e_ _ 'd".= �"�r.E .. ,- .. " r �L• • - ... ... _ �. I o�ia wig ! II� SEE S�W9E�t WE2Y 1 _ � kC iSIX .`*,-`'• lAt,.....•. + 1VieE.LMATE (tYPJ I--' FORM, i✓r!-'apPf/4 I ROa NTH' . -• i ( i y yry'I ii SEE NOTE 4 15A __�� i I l NSCNEN 4 1Ji'i-gaal{' at1 I PAJiE1'S END 1N+ 4' �3• , BE1,SWl=-<`n• Nor 3L,.. B,_ _..-,.- a 9EPAAAli9p I LL SGRFW w BEWVNTkTN 5TE S{AtlXAE I T "' rW CONCRETE NA'dWRS: 9EE BD.trol TO MAW / I PO I / ,*�8y 9j oN 9#S( 2b a M N WV MINIM EDGE. ^. 7"0• r- Max. � FOR WOOD Mp . AN7AYpOB�E LOCATED!. _ I 7l�-aktU/f32• aIASB. I 7 Ya,3l3r v3 '"`NOR Rn 9FPM4 ( 14 III' wl 1 t0 PASS. C €W3M LIEN �..i .+' /" --•. f ..254. T. s7i'-"-SIT S C'aNNF:a09 ZB '.. T. M INIERIORGPM&T.S, tA`L I I Nd4RUR 1 L9fNtAP A I ;I a 43 ^-� �/'� !7 1 1 Tl2'i A END RAk?X.9 I w ��sss I t u NUT 0 Iy I to ORALS. 7 Rw1a3Y• t $13 �il ��rz 3� d(� Wj LB1 Wj"l:/" A 1"• • +UST PANEL ji TO AN4TALPED AT EPCH ; i ; I 7E 1 9 GY&Y IN08AP ( /,,({' ' CALL S U) LAST PANEL (i� TO BE piSTN1Ell AT SA//6`Ai aPETaNg SHALL RETURNS g 1 1 ' (`-_' I REM HANDLE TIC FACIiTATE RRSfAUATOE ON EQ8 F INTENDEDMANDL to 8t b TAUfU FRPY H I ..._j.._ _.. I ; _ ..L _. S 1 tiTy OPDANC ALMNTS CE PRTtDED wTYPICAL ELMT1 o ! 1 Lii X .125EMENU�D/E NO FITS TO AtiEH iiFOM - INSIDE OF STRUCTURE 1 1 1 � I I - 1 EEBO g I1I ' i ._,' f•. N 9GRE. 3/32'„ Y 91Y1d 3/H-;. F' - dm N 8 I144 ?' 3.7s0' i- I -,/a' LIxP:. r+r Ala• DINED aAP 1/a' Mm'" GAP l"- i i' $ i i I 88 iiAiT'L',' is ""a 1 . _ tI4• Hex CAP .,_- ,e F 1 6 g u ISOMETRIC 'VIEW DETAIL A 2.boa `3' 2A06' ( /ry - 1 ��t � r r.r �) ( I ROUNDED CORNER O ENDS OF PANEL'S "d 1 Q & d t '� :;3 a ,• ( i ! i END UP W/ HEMMED EDGE r i aR 3 w/ 11R w/D $ IEl I � .7SU" - Tm1utE LacAnO+ I - SECTIQN $-B �iDro e 1 H I (N:T,S) t._._- I _ 1 F 32S` NOXESING" .. t' Omu { -.., ._. ._ L .sue 31�" . T•.. x"otawm � CTYD) ... __s• Mxx. Nam : 0), DEFINITION OF -FRIES tUtlNI: � r_ � f --("- -._.: soar /. 3 csnn ___..._._ E - Z NANO STORM PANEL SYSTEM CONSISYNO OF PANEL ♦ a[aUwc � 1 # :•`ii<? � { _T Lunt. TRACKS AT TOP a PANELMAtE PLUS OR W LONG .__ I ' -� t � If i, l�ywlrz. appl �F I/""ate" --E.,.-., tEjAT BOTTOM Y1f RANELMATES. I :'ImsYtrPta ,_ . . m3 �- ., f' yr+Asyl>Ka"• ? -'I •NIT...K�,I.3/s7' W Ir w w (1)...!) ..GE RIFC 7 O; ErP t. T SSTOP a BOTTOM, M CAHSt5FIN0 Of PANEt (2), END PANELS SHAM. ALWATS BE OINdNEG`TED i0 a'JO ND SILL WAl.1. DY MEWS Of v IaR 4w alas-sm/s' kY) W .I' ` hWic, aO,Awl 'i ils°P.•aw w• T/ PaRalr tep�N'�fr / t, •t F,+ NCR aP1 'f- RO.Ata / :(d-,•-.••+AaCA1DD: PA . iL "{ItIRx,i N-UIYL. AI'Ilit.� (2;I. D PANELS SHALL ALWAYS 11 CONNEL"TFA TO i9OITOFY :TRACK OTNERNISE A. S"fGP 6AR PANE'LMATES OR, it USED Y Wj a6. 14NG' '9''RACR AT 801tOM,, END PANELS j f __� GIVE: uews�Xx'�''�J -�� Iu rlt�,.l•�' lwNesct 7ttc 1�� ! k , • mtsaeTc NazORe a ¢s' uAo.. aH SEEN Isi .,,. MNN TArr I 7..4 MAD€ SHAD, S PROVIDED AT YOP 4F PANELS, SEMLL BE CONNECTED TO Wf tJ4"P-,20,ei/d S; WJ 7 2 ,Ae W 8061-TB AIDED. ALLOY WING NUT DR 1/'4"a-20x3�in. TkICDABSAREW INTO TAPPEq�1 (ECEPT AS oN arcEr ax) •' i� " ♦/1 7•� t2,5" (3), If END fNVNELS ARE CGNA(EO)i:D i0 O'('[UM TFAO'K, CONNECY'!0N SHIN_ CONSIST Of DESCRIBED ON NaTE (3) ESQ, _ WALL AND I, t', L av war 917 Wit. V t wj 7,/R'axsd3'2 YA.LKr. Nur OR af4'iI,914" MI, THUMBSCREW LL IYIOUNTLNG ItOCI TAPPED` BOTTO)A TRACE, LOCATION LOF` S,AST£NERS MAY BE AT EITHER OF 1W0 (3). FOR CASs$ OMEN ENO PANELS ARE USE ,KiINTLY WjLONG (I A7 - EXTERIOR FIAT FLANGES OF END PANE}. A.1tTOM BtIT EAB) PANELS ARE tiOF TD BO'fTde 7AACKh2 . X'STOP BAR SECTi11N q�� i .,-- Be" 3/B-t' ELOgR TO C6IU 4UN�i.ING ENT. BUILD -OUT RFiDINT II'1'L". CFO SHALL BE PROVIDED AT TOP N 5UAN PANFSS. SCJ1F ' -"-"•• ,GTiCAN-- - � SEGTKiN 7lF .. M (4). IN ONLY THAT ENO PANEL'S ARE NOT t'ONI$C1LO TO BOTTOM tRACK Ii.a. A STOP BAR (4), FOR INSTALLATIONS WHEN END PANES AND SOFAS INTERIOR PANAS ARE DIRECTLY r 4- @ P6lIG•U: ■ ■ 9 IS ONLY USED AT COP) AT LEAST TWO RANESS $HALO BE CONNECTED TO BOTTOM TRACK pg� SIB-;' SCARE.3ja.t` IA51N6 SPECS IN6WAtEO 0)N NOTE (3) ABOVE. N SUCH CASE. CONNECTION OF PANELS MOUNTED TO EXISTING SILL WALL BY MEANS # PoURY`JMA715, ONE INTERIOR PANEL 1d 9NDAVWM r NiNwj MAY Be USED JOINTLY W TRACK AT BOTTOM ATTACHING BOTTOM TRACK TO WALL n Al TOP % AA It7(1fIFIFRWt ppp [�//�� TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (,t, w(I�t FORµ+ ' v +.'.'`V (5) SEE SECTION V, 3' 8 a" ON SHEET 24. SEE ANCHOR SCHEDULE M SHEIK 25. ®EMOiiAAt kE fbp TH<S a StWNOWPN OAnD'F H'� w ! yly�,3 ODES y), i aF wRt . g O (� {p� ATE eOTb,i mx9Co aR �xooR �`aal.rtEA A tt(,� J Mt)pHNINNNP id NOt NEED 70 BE CONNECTED TO BY AHY MEANS 1RACK 2 SHALL BE INSTALLED z A, M ,1+AtpN 'r1PE ON 3rI�T 2i . aS•t�AAAA fr T7L(/"�S 11�E3R TNhovFR(,WS ADJACENT UNPEMDaYiT.E Lfr1' & RK§D' Silk �xm PANEL) HAVE 8 a'0i3,t�lEM,s�;';`✓�"a c ND. 44167 , -�'. 10EN `'-. ° I a <tre FaLIBlLMTmH a NO, 44TBI G FLORIDA BUILDING LbDE Hi h Vii HDrEfean$ Zana 1.�1--: TOP I �TtL A Feawr CAN rx T FLORIDABUILDING CODE Hi h YFIIDeity Hurricane Zone .w - -L *. • FLORIDA BUILDING CODE (High V•IDOI} Nurrlcane Zane \.--- 0 _ } Q F ^—.750 taDaa 9 ELYA INC. ii, NaDRo TYTEW. tl G I { 44 MY W r is Sort — = t : = a3Ma niEcn, sG rp L-3' Max--F 4` I'•. ATE OF 20 MOE GALVANIZED STEEL STORM PANEL ORAp 91 ? N0, 4 1ST � 20 GAGE GALYANi2ED STEEL STORM PANEL , �.q�., STATE OF i 20 GAGE GALVANIZED STEEL STORM PANEL �. z -, .+�.+.rmf'yhow .�Ii.� an . F,ae,Y ms+,w� � m/sefaoxa ••�� 5�.. 3 ♦� e ...•..• '---•..'' GLOBAL PROTECTION PRODUCTS LLC- «,. ACE.. SCALE 1/2" . 1` - ` �•-�_'• ,�: ,>(' �`"� GLOBAL PROTECTION PRODUCTS, LLC. aNG 3R� (Max.)-.49M. ANGLE STOP BAR •A", Sl mai / ., ,g�+ - i L E' C f , Kc. ' "Sz: -4 SCAT DF ' �r - -- _ _ _ GLo.RAI- PROTECTION STROI1tICTS. LI.C. �U�gyR y i z TtJ IVANf( ! r-T,, +j+'+ } 4am SVI 51 MEET 'Y,' 'Y AMC. 33:G'p.-D t B�' Ill LONG t W. 7E"TaNO a 1?IaNE9MNo COMPANY OA1IL FL U311 '� L;i'•, f( D ' Hem SLr. bi BAREST /.. INMta L l.`.'C Q ANC- +860 S.V. Sf SItffET AR a, i. aoA aAwpl, A THIN PHO(k' {eBF7aba-lS.b, RN,i (as4k"a-e7a7 20-175 y .r {I ( y • LYE. a svi+ t R I A iXld` , a EE No Cover Y m fl« 3ss+a ti0B3 T5. Alum, ALLOY r/ Pnx»' e, a1_1m, .` ""ma n,_1a, A•.. m, sx ATi ,+woe rs alas THINE (au)e"9-7W, TINT tRb+ r"laa 20•-i 7B AA . a, r Sky +vMan aNMnN, a aHr W+aIC as4 20-T 7a Q „•.: oAwxi4t Na: ', {t', (3 �, I/ { )_•ttrs, Fwc (astlbbo-�n97 Ch_MIwti h,.A ° s l 1 ' -- w,-'r I>abt irI-,are . a-. , Pny at-rmr Pm•r •RANI s»-Imo . N.. PPN ,n-,mo R.F.AL(C+MiUR£/IAI€ �A' ,nmiPTAI, W6 re: aoxl•,w, ArYAtpDN t'yfi4e g, aEygJg(Ny+iURENNrz cA-4mB7sR aww. 1�'s a,s.Alx,. a.a•aiN x,R. (.Uwta Ho: P.E SrALIWNATDPf/OVE OA-OdaoTla x. >ol�x acw -bnPti J m IIPAIPIK+ w: MALL A NY P,k _ Ri, A Sr.. P,& a mt 4 . .. i41LTER A IIILR' JY.. PE + aIA ta,lAa - : - 441 L '. WwGT 2} OF ai SHEET NO. IS 1.2 1 Tlw }_., .. rori,x., ,.,•.. -..G ..: ._,. .. ::. d Ii;t..,.iB..e.,,a5F1. 0 Q) (1) C_ U) -00 (3) _+0 _0 > r- C.) ,.- L_ _0 a) CL t__ 0 a) 0_ 0 L_ INSIALLAIMN DETAILS FOR I AERIES 29QQ- A I QOQ E-Z BANO 51ORM EANEL GENO& N= (_- m 0 D_ . INIO EXISTING W0912 SIRUCTURES NA (0 M__-A7w_wQw_wft_wz0r_�-__QA5_Mw; "a) -4- (3) (1) - , . �1�ft.,!�IPANCL,tt� AR.46_1�� ..-. O0000U 10E., (PLO) KAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - IlCs TAPCON ANVIORS, AS MANUFACTURED BY O.W GVIQOD� INC 0 - U) -L-- ��. MAXIMUM A.U. RMON PPXSSURE RATING (n.s.f.1 AN13 1�� , , - . . I , /C. LA; Sam" 0 c Oz. W/ - . I WITH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CQDF_ THIS S'MM PANEL SHALL NOT BE INSTALLED AT HIGH - 14-10 PAND-MATE FEW" to AND PANEUMATE PLUS AW-40f_ AS MANUFACTURED By ELCO CqNslft�`"ON MOUCts - � �l I I ,I . I >_7_ I IA' Ux,. THREADED PENEOIATEON 1� ", " ,#/ CORRESPONDING matmium PANEL LEmm Ixe sompuLz 1/4'. LIZ SCIVIS 0 5 � - i -, . '� - - (3) Ux,, 2'�- WOOD VELOCITY HURRICANE ZONES (MM-DADE / BROWARD COU�MES). 4'0 LAG SCREWS PER NOA_ 140 1 -- , a" W1, - _� � TO MWING wom HEADER- .1 � �,, - - It I KEMDOR AEOVA" ;/#'P LAG SORENS IF ir Oc- W/ DESIGN WIND LOADS SHALL BE DE"MINED AS PER SPECnON I A09 Or %E ABOVE MENTIONED CODE. FOR A 8ASI WIND - lltV# . 5/8' WOOD BUSwNG. As D15TRIBUIED BY ALL POINT SCREW. SOLT & SFEMTY CD_ a) -0 0 MAXIMUM AAD- DESIGN PRESSUM RATING jpxj6Q AH2 MIRESPONDIHO MAXIWIUM ANC -,- __�7-- 1 1/2' 1011' -AREAVE0 PEN ON ,r I I � ; FLAT 08 ON MCC 1/2* mx� -IRWA= PrmrmkmN SPEED AS REW-RED 13� THE JuRMICTON WHERE 5TORM PANEL WILL K INSTALLED. AND FOR A WREChOkALITY C -0 -0 FOR SIEFAES I 0ODt= IE-Z HANG =RM PANEL 6) SYSTE � ... �,'� _ Li -I. . . -CAM. � " I ; i L fl.w s.m.5, 1 11 � I - � - 11 r- TO EXISTING � E - - FOR ELCO PA14E TE SPACINQ UWMULE FOR INMAMMS INTO CONCRM & CONCRETE AM ,UU=RM ; " � � --@ I I �� 90-0.55, USING ASCE 7-16 AND SHALL NO EXCEED THE kWIMUM (A -SA) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHROn SHALL BE 1 1/2 AND 2 UA PLUS [VAUD ONLY FOR PANC, AWALLLT.QNS AS PER I � / 11, / I --- l(DC-A. 1140' SMS- V i III FA 010 OF Q) � 1 6 CN% * 3, 0 THRU 17 & 17. le� AND PANELMALC FEMALE 0 C-_ 20- - L__) _= (3) 'r, Y, - - - 0 11 - 5 k �el 'li-11 *R. M, I IT DUCCO To A.S.D. DESIGNI PRESSURE RATING BY MULTIPLYING THEM BY OA ON ORDER TO COMPARE THEM W/ MAX (&SO j C2) MINIMUM THREADED PENETRATION OF LAG SCREW, WO IW WOW FRAME UNIT SHALL BE 1 1/2- NO THREADED - I - - TO li a h . i ", � - -C W/ � �t #14.1' "A DESIGN PRESSURE RATINGS INDICAM ON SHEETS �, 9 T14RU I 2 & I 7. 18 , = BAD" &Sa4 " = WINN-T. WON .m.4 -m - MAXIMUM AN040AS' SPACING MR E. 0. - lIr APPOI -TO � 11, 11 I I r ', ,4� IN ORDER TO VS1 THAT ANCHORS ON THIS PS-0. AS TESTED WERE, W OVER STRESSED, A _13% INCREASE IN ALLOWASU 0 LL - , pt'scom a 5, o ,,� I evi., / /4*1-2W'A' MURS o I � I"AEAM MOW" � 0 "Ww"W" ".1 pl, viort lljMLE a COMEDOWN MAXIMUM py"m fe r � & _____l___ Im ME. ". , , �Cflt WIND, LONGS WAS V= USED IN THEIR ANALYSIS, FASTENERS SPACNO TO WOOD HAS BEEN DETERMINED IN C - - - SECTIONS IT & WING, WAMP C13 0 -4.- 4-- M - - - - - MORE ;;;;EEAV`E "' ANY IJAGIN It, Ol) t f TO EXISTIN6 WOOD RlOmmp� , � STRESS F `� WIN N.M , 18. CA) MINIMUM EDOC DISTANCE Or LAG SCRM, INTO WOOD SHALL BE AS INDICATED IN THIS ORDWING "" .416.0. -73.3 79' OR LESS 2 9/15- BOLTED - I V, 2% 3% 1*w, (P�.Ij TO CONCRETE TO CONCRETE To eorxcaotv� TO "N'town' . I- I DETAIL I'/2. & STO PANCI ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEROI IN ACCORDANCE MTN SECTION IbDg,1,2 OF CA) MINIMUM PENETRAMON Of WOOD BUSHING SHALL BE Sle, 1/4' 0-20 SCREWS USED SHAI. BE , I/2' Low MINIMUM %%j Imm- to CONCRETE m CONCRETE TO Or ME. I I j I 3/Ir ft- POP 0 C�t ,,,.,' T IORMA REPORTS tM401-01 ANDIII021IL02-09, AS SHOULD STUCCO EXAST, AND I' MORMUM FOR WALLS WITH NO STUCCO, Z'W & 3*W - mm. Km �� I i U > 12* MIA 12' N/A Ir N/A �� _1 * INOW117'" OF RNE' SJ4., -LA-m-11"ll THE ABOVE USNUONED CODE AS PER AMERICAN .TEST LAB OF SOUTH FL 41MO. -73.3 Im 2 '/I' BOLTED . N/A IV V & 2- (TOP) (I'D.) 0 E& at E) PER ESTE) ,2-99 & ASTM C 330 - - 23,01-10 AS PER C5) IN CASF THAT PRECAST STONE, OR PREf_'4St CONCRETE PA&CLS, STUCCO OR WOOD BOARD$ K FOUND ON THE EXISTRIC . 70* OR - CNY` TAS-201 AND TAS-203 MIOCOLS,-AND AS PER CALULATIONS PERFORMED IN ACCORDANCE W/ SECTION TEN OF THE L_ � 7 F *All� ANCHORS SHALL BE LOW, EAMIGH TO REACH THE MAIN STRUMIlt BEHIND SUCH PANELS. (D - I I. .1 - ,. 1. 1 � Q) LOW04 BUILDING COVE _+� III 3'* 10' r A- 4' 1 WOOD -F�w , - - DOE IT= & ANCHORAGE SHALL BE AS MENTIONED IN C, 1). C 2) A, C4) . - 0- .3/4* S-S M.S. III, VANGNUT AT OAT&AP & 4001 Or PANEL'UEPIGIH s&jll.lTClm). - - I `z, V) ' =/F94;"= OF PANEL 3. 5. '. 1. 1. I i NOTE - w ,2 (v c- 12' 12' S' - is - - ____ i , Z.- " 11 __ I 2 ALL ALUMINUM EXTRUSIONS 10 K GOW-TO ALLOY AND TEMPS (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFTCATIONS OF TW ANCHOR'S MANUFACTURS, C m _+l' N/A R/A N/A 12 ,/,. lf"U'RED - 2 9/16. w'. z"e.z.": I wm HEADER lkovam I 0 i 3 ALL ALUMINUM SKEET MET& USED AT CLOSURES SHALL HAVE 3105-MI4 ALLOY, C N/A N/A */A it' 1 2' (BOTTOM) . - ��g v W. I - - 9 ft PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION OETAtLS SHOWN 00 SECMN I THROUGH 6 (SHEETS A �_ -0 . - U) < +66-0. -7�3 - _ - - 1 70, OR LESS 2 gps- Mt,, - 'Ll,NRAT" - A� , �, � THROUGH( 5) EXCEPt THAT W,4OSS0 A a SHAU. NOT BE USED. 1. . (TINIP) -SEPARATION - TO Glm '.. I ; 1 4 ALL STEEL SHEI-7 METAL PANaS SHALL HAVE STRIJCtURK QUALITY SIM, NW-M A-GS3 GRADE 80 MINIMUW� G-50 GALVANIZED N/A s IY2 NIA 4 T/2 N/A 4 I/v N/A 1 3 To CLASS� av!4__ 9 Elow O-ERLAP _v FO I 2 l/w ut, SIEEI UESIGNATION W/FY- 921 110 (AFT" RQLLED)� 9. T SHALL BE 114K RESPONSOUTY Or THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TV BE 12E N/A 12, /A N/A a ,/,� N/A ,� (BOTTOM) �, ceify avow 9 . - .i WEPARAT)ax- 5 SATTADCJHEM3� TO INSURE PROPER ANCHORAGE THIS SHVMR SHALL ONLY BE ATT'ACHET) TO CONCREM VILOCK OR WOOD FRAME -12, I .I--, 4 I - __1 i ,/4.0-zox TO 00423- 5, ALL SCREWS TO BE STAINLESS STEEL, 304 OR 316 AiSl SERIES OR CORROSION RESMUM UMTED CARBON STEEL AS PER OM UIL I _ . ] " I/ I I W. yll * - /- T/.*-2Ox3/,I* N - 0 1 IN/] A 12' A VIA N/A 4' (TOP) ; J_ 2 9/Iv it. 0. BODIES W1 50 k9i TELD SMENGTH AND 00 Ali TENSILE STRENGTH AND SHAU COMPLY W/ FLORIDA BUMDM CODE SECTION 'r F . '_ -@ I -- - - ----i-- N - !_�u - E&PNEA., M - Ix - � �w 2411_3�3.4. 10 EACH VEEGuLAR STORM PANEL WITIt LENCTHS OVER 90'. As PER SECTIONS 1, 21 4. 5, 6 AND ALTERMTIVES IN. 3W & 4W ON IS � 12, Et 'Ir F12'2� , TO IlLk"_ EVERY OVERIAP SHEETS 4. 5� 6 & 7 RESPECTNELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKW[G INSTRUCTNO OWNER OR TENAW TO it" 12' )I" 4. (BOTTOM) I i , I i 9 1 . . I E DOLTS TO BE ASTU A-307 GALVANIZED STEEL- OR Art -AGA SERIES 5IMNLESS STFEL, MTN 38 k3i MIMMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERMS OF HURRICANE WARNING I I I " 4 I A -�- ,-------.- - *WI TO O&O Ps.t. A.S.D. DESIGN PFMMARE RATING = �= - . I I ;_ I i I -1 I -p-1 d 7 ANCHORS TO WALL SHALL BE AS FOUOW%, 11, THE INSTALLATION CONTRACTOR 15 to SEAL/CAULX ALL SHUT" COMPONENT EDGES WHICH REMAIN IN CONBNU04JS CONTACT WTIN rvfl_+� i I p; �, I I if - _1 I gc I I (A) TQ_&l=ftG_eWAIGE_9M.R= THE BUILDING rO PREVENT WWD/RMN INTRUSION. i 0 A, I i i A SEE SIM 26 MR ANCHORS 71" & SMOX FOR IREPAUATIONS 000 WOOD + REQUIRES V 05TANCII SETWUN BOTTOM OF PANEL j t 11 - 1/4-P TAFCON ANCHORS AS MAWFACTiRED BY IT W. BUIL EX. INC (Min, VC-3192 P.t,l ) 12 STOMA P-ANELTINSTALIAITON SHAil COMPLY WITH SPECS INOICATED IN THIS DRAWING PLUS ANY BI AND ZONING REGULATIONS t FROAX IKKAND, 0 TO M IA* I/?' I I , , I � 11 :1 i k g . ;, - 1/4' 0 . 7/8* CALK -IN ANCHORS, AS MANUFACTURED BY MVALt INC HE JURISDICTION WHERE PERMIT 15 APPLJFD TO, , . Max . A = I . li.M11111PS, 11 t 3 - tlM44"#t.* Jr/4' So *-SET ANCHORS, AS 05TRIBILITED BY ALI POINT SCREW, SOLT & SPECIALTY CD MON O=MENT (P.E-0) PREPARED ST THIS ENGINEER IS GENSIC AND DO WT PH f I F WMMUM ANCHOR SPACIMCS MT= APRINT CLITEOURNACIT; a t � 19 0 1 J � � P�. 73 (a) THIS PR0CU4T EVALUA 4 DM N ORMATIM scmmm FOR Em LESS I= = -1 � r-1 ") THS OPERATION TO K POSSIRUL REBUCIED SPAW4 MANED USING FACTOR SHW i -500, MALE 0 & PANCLUATE PLUS ANCHDRS� AS MANUFACTURED BY ELCO DONE CM PRODUCTS. WH RE THE SITE CONDITIONS DEVIATE FROM THE FED CIORS� FOR I - 4 ON SbMCDLVE BY THE FOLIDWRIGM00 v I K. I I , 114-10 TRUL11 i , , FOR A SITE SPECIFIC PROUEC"' "" a 12, ILC BASED ON THIS PEO� PROVIDED HE/SHE DOES NOT DEMATE FROM THE CONDITIONS ON THIS DOCUMENr ANCHORS UEAM 1_� a I __\j I -I I I - /4'0 ZAMAC "LIN E R , fETY DUCT �_ NOT BE LESS THAN MINNAIM SPACING W607M FOR EACH ANCHOR TYPE Al ___j I_] - __ - - , ANCHORS, AS MANUFAMRM BY DCWAa. 04C (b) 0ONTRACIO TO BE RESPONSVILE FOR THE StLE"OH, PURtUASE AND INSTALLATION INCLUDIN UFr SA OF THIS PRO 1� I i/4'. I f/�.:7 I _Ie. ++ RWRES Wa. INSYANCE BETWEEN BOTTOM OF PANEL - - I � . 2 .r Q-) 1 1 1 L �__ I -1 A I) UIN.MUW EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR ELCO PANELWATE AND CONSTRUCTION SAFETY AT SITE fS THE COMWTOR'S RESPONSIEll," 07LAILED r _ 1,,.�A;�� au uv In ANCHOR 111% 2 w / &-1 ;�l I 1 1/4- " ZAMAC NAIUN ANCHORS. TAMW -p4v3w QMJXx`, AND (2) TO M� 3/ir 8 1�_ - 8 V'v-2Q%3/4* ms, _ , j pUjS j (c) r,US PRODUCT EvAl.dATION DOCUMENT WILL BE CONSIDERED INNALIO IF MODIFIED - - / 7j't*A/ll!'=_ ) 3 � 3 2 ,/2 2F ` I - � I/� T I - ` L I' I&L ANCHOR VACIND (413 - I - : - NOTE 1. BELOW) . " Z�llr O.0 I ( ___I L Nut A.2 CAY-0 & SOUD-SEl ATCHORS SK41L OF EMBEDDED 7/6* INTO THE POURED CONCRFTE� NO EMBEDMENT WtO � Ey') - I ii .. � N I Ly- - 1.250 - D. 110 �20 SCREWS USED SHALL BE 1 1/2- LOW MINIMUM S14OULD STUCCO EXIST, (4) SITE SPECIFIC PROJECTS SHALL BE PF47ARED BY A FLORIDA REGISTERED ENGINEER OP. ARC WHICH WILL BECOME THE J� 01 EDGE M CORD B".W, satIx W � -14 I "'M , at CT ' a V�-/ ITS - , �� 0 � " v 11 L-W,A 'L�r SIUCCO SHAALL BE PSMIT% I � '_ � natoatAxax, ,� 1 1�2_1*01101S=%O�A�4 . -r.111244- w ", A14D I � MINDA) FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINES OF RE LIP�4 ---i- KATE AT SERIES =00 09 FLAT OR ON RE t,O 4 7 -11 PCE 6A&g4R4E PROJECT AND WHO WILL BE RESPONSIBLE FOR TKW' M3 I* ) W,'I�,W,/. SIT ,;-,-- Wl 'jvw/w BUT WITH KING NVIS PROPS USE OF OF RECORD, ACTING AS A DELEGATED ENGINEER TO IK AWWL Ell M I I , W. ;wU6:vI*ll* � I I DAM sm twu 9 " -4�4�f LAG S 1. LAID SCw P.&D, ENGINES, SHALL SUBA#T TO THIN LATTER THE SITE SPECIFIC DRAWINGS FOR REMEW, - INU&N . 0 ls�w : != , . I IT 74w AZ) IN CASE THAT PANGASI STONE. PRECAST CONCRETE PANELS. PALVSS� STUCCO OR WOOD BOARDS OF FOUND ON THE P ______i_ t - m,,, 4'" 12* W. I EXISTING WALL OP FLOOR, ANCHORS SHALI_ BE LONG SWIDON TO REACH THE MAIN STRUMn BEHIND SUCH PANELS (V) 1HIS .LD SHALL BEAR IM GATT AND ORIGINAL SEAL AND EIMTURE OF THE PROFESSIONAL L jr, ww" N&ME 2"W, I" A ANCHORAGE SHALL BE AS MENTNINED EN A,I) AND IN A.2), ENC�M O� RECORD THAT PREPARFID It MWI,i Amun 1 )OD' ALATE RE019 9 mowcm OF MAIr -----.L I - '4 2.0' WOOD I AT OR ON EDGE "a , SCALE 1/4'-" KATE RED 'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM � I I-- SHUTTER MANUFACTURER I lev I - ; AMR -1111, - - (B) T 1&7N_G__lv9_ PANEL SHUTTER IN ACCORDANCE WON SECTION 1709.9.2 OF FLORIDA BUILDING COOF. ONE LAM . I �., 1,� BUILQ-QW MQUNJING - 1/4- 0 TAPOON ANCHORS AS MANUFACTLiRED BY I I W BUILDOL IRC, SCALE 1 .1.1" I I SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH ,SECTION 1701I OF THE - 1/4� A , 7/4' CALK -IN ANCHORS, AS MANUFACTURED BY CIEWALT, INC FLORIDA BULDING CODE. I i � .. UM IQ CElLJNG MOUNT114G _ 1/4-0 X V4- SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCRE-W. SOLT & SPECIALTY CO U=1 -1 - - I. INSTALLATIONS ARE ONLY VAUD FOR SUKDW4 WITH A.SLD, I �;_ 11111111, OP To 5,_DMG, 'ONDS - I.- 'j,"milsk, INSTA SCALE Ile-l- - it -10 PANECUATE FVAALE K) AND PANELMAtt PLUS ANCHORS, AS MANUFACTURED BY ELCC CONSTRUCTION "111,0144m,"I UP V. +45.0. -75-3 Pat AND PANEL'S LENGTH - __�, 1. YE 3'�m 1/1� . ZAAW NNUN ANCHORS, AS MAWUFA�FUREO BY DENALI. INC R .. A. 'a. S , . ........ '?, n..!!�l " � - I #N 2 TOR HCiY WOOD =,tt Coor - SOUTHERN a , ,0"� �� 14 1/4*. t" "TO THE Ut �� .1 I , , - ".711 F,C ,SM WOW MEMBERS 10 BE - 0. �) MINIMUM EMBEDMENT OP TAPCON ANCHORS, ELCO PANELM&TES 440 ZAAAC NNUIN ANCHOR. t � - ,� PINE N., 2, W/ 0,35 OR SOUAL_ e 1, , . � FLOR BUILDING CODE (Non High Velocilyy flu cone Zons)l IA EN A, ir, I $*'�,,kAEN&4 ' BLOCK UNT; SHALL BE 1 1/4', :r�,.. � UQRIOA BUILDING CODE (Koh V012giy H I .. 1, - b I f - eme Kva:o� W- - VA 11 I I 1-1 I ____ _ - cone 7*rte)l I I FLORIDA BUILDING CODE ovVy NO cone Zone) '_ 44 7 �- 24 CAGE GALVANIZED STEEL STORM PANEL r - 1 : - _(Nigh 'VelovVy lim 8�2) CRUI-IN 4 SOLO -SET ANCHORS SHALL RE EMBEDDED T1Ir VO TI,,E CONCRETE BLOCK VNI NO A liew . = Due" W. , � NI I 1 am -1&3m lw_ FP I ,' NO� 4 67 ', 1 Pam ftll�m PIC. - 1 20 CAGE GALVANIZED STEEL STORM PANEL OWN wv� 1INARDIENIS 11111 1�14`.M*,AT TOP AS 2 * .* 20 WE GALVANIZED STEEL STORM PANEL N.f?- �__ - .z I ��o - . .11 5 , KR STUCCO SHALL BE FERMfTTEO. i/*� 0-20 SCREWS USED SHALL BE I I/Z- LONG MINIMUM SHOULD to EXIST, * I . I - _1� __ * * EcTION to ITAGgS . BASED ON Wo z 1. .*! D'IM"' W, AND I' MINIMUM FOR WALLS WITH NO STVCCOl S O'. - . , .��, GLOBAL PROTEMON PRODUCTS, LLC. W/V/m � ��-. 04,,e�Y ---t- . - I -" . S F -::" - - _� � A. s ,P`a, am- , __--- ARM BE TO," A, /� OVAL � �l I - X ,�, P4 RMF V - �__ 4610 LIN. 5 STIBE, - , �___ - __ __ - TURE BEHIND Str-H p;wR,-.. . 4i-� � � - W, - __ � aw4)w,s.& �_ De.ywax,010 20-175 GLOBAL PROTECTI SAM EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH IHE MAIN STRUC ." W _ GLOBAL PROT FALLATION TYPE ON '-� -a'. STA 11 ' �� 4�� ""N'"N' T -I ,.� co.. 0 r,_-? 1, =, --- I � _p.. 4 'e-r --_-�--�, clAolaw ,_- _ , _ ON PRODUCTS, LLC, 8.31 IN CASE THAY PRECAST STONE. OR PRECAS CONCIIE E PANELS, STE= OR WOOD SO lz _1 ECTION PRODUM, LLC. Out, WERNAM 1, ..� ", DII%'. WIVE. N_ =I. - ANCHORAGE SHALL BE AS MENTIONED IN RI) AND IN 8.2) � - .. I k ___ .=_QxcINx... iK.1 - I PAAARN xx� - - ...Z,�r IN - .. .1 - I- In 'I'm I', -176 - .-ccoo,'. - i `E� , i - i - I'll, 1/1. - '. 1111ZI'l - _1* 7&:),..--- l==_l_fw - , - .m I w to ;_ .. "I . , , Z� TOP NEA Aw �wl 51 �T.w _� .j .: �711ks�_pxl- �_ IMLY20-I&AW I . I 39M I ,, 4 ;9NT ,=,.�_ Pew- � =4 XC �t'Pl' ... ... PIxm ("4)M-�& FIX cwxllo�`17 20-176 lop . Bottom MOUNTING5 rAN OF COVERING) N ANY F-5� . .. AN, . � ,5 C'S "I'llm"It, - 9 CONDITION & ANGM I=&= 41ON L �,�ff )NMI-71115, r- (-�)�, 20 , ,I A, - _/%xPx0wX/OxX imm, 21 A , � , . I, I - � cm --- - `x, cam - - , , WN" & "Iff " � - 2� Ileum - WAY tO SIM ANY WS7MAATXtN. NOTE 7 "';,""I", ."L SEAL/SIMIATWAC�%AX ___________�� I 00,0INc - aiL sv4v�l O"'er - 000171. _AOMLA A � .bMnA, ul -_ !-#* I _- 11 __ -, . - - __ � 'I'M CA - Ix I NOTE Fa` SHUTTER TRACKS NOT SHOW MA CLAAfff WALTER k � I t 14167 -- i M 1_�ll IF" I -_ I --.Nwzbwm - I Ir, A, P.C. I I w m j "mum - �� AND CORK +2/4 1*1 /4, 3/4, 4/5, 5/5 & 6/5 IQN DETAILS FQR REGULAR PANEL nl % QOMPONEN-15 FOR REPULAR. LIFE 5MEY & E-Z HA 9ORM EASEL-M-IM IF PAMM I UX= "L! SCHrDULE QW FOR RMWM STORM ANCHORS (SEE SCHEDULE ON lw/6. 2W 6, 3W/7 k 4W/7 INSTAL IIIIIIIIIIIIIIIIIIIIIII (SCALE 112-l-) PANIM INSTAWION INIQ RED NCRM, Q9 11 r, W -� ------ - - SHEETS 9, 10 ,&IT) ----,--- - -.-----I---- l____3: MAX- INTO POURED CONCRFJE OR CO QREIE BLOCK Cl-j __ I I MIN, I I MEN Cz - r W", , - __,____._.____ - - , __15.1W (TOTAL WVrH)-------------------7 I SiN= pmasn 6 a .;, , � I 0 SrNa POUR'. . C%d r z -7�sr-� �: �. I __% CONCRETE sLDCX i---w0'03C=mJ`CK I ____ ___ _____ 12-SW (EFFECIVA WON)------ -------- - I 1� .19-1 I 1/4'1-2W/-' Al 'TOP OR END VATH I&&= jjq) ini&aga (D ..� r- jr -1 - -T - r- - r -T - -T - r -i- -r --f--I . -_ � I I � iw. : _.Iw -, _,_;.-, sm RNETEo IF I D.m..(�), I I -T-1--1 -rr7 . i I _,LL NEQU44S, � �UIRIED, 00 0 _. - I I ') I " ____ I I I t , r (SEE ScHmi (SEE SCHEDULE ON __, '= I L I . __ _T_sSo'_ .� -� 1 I- � - 11 11 . . I . (MAY K fmVvw) MAXIMUM PANEL LENGTH - MAXIMUM PANEL LENGTH i "_, ` i i --- DUSTING POURED Cv . 5=w, x - 7-1 43P . I � - I � , TO AN= 0 4 1/4' DIREO MUNTED AT EAQLjt2* I I I i SHEETS 9 THPOUGH 10) /_�N K__�. = i i `!L,___ - - o Ile CTYP.)- - � r : �n-, . .1 2V�, _ , ON a-" CONCRETE ANCHOFIS CONCRETE ANCHORS I � � . � 1 .1.2 4 50 1 I I lall I � _�, I 6 12 ll;r O.c. 'L+' OR "L-" (ft.) 0 'L+" OR 'L-" (ft.) 0 1 - 1-20 F w COKRM OR I = , ; I Anoo, . v - i - I > LIU - I -_ ,-- , I I 11 F___ -- - 44SITU 1 Y - . A I I-- TIERIF �__ 1� , . - CONGRETE BLOCK #' �/.4. � I h " 4 1 MAXIMUM D4 CONCRETE & WOOD m0mamum ALSID, CONCRETE At WOW .1 f__ 111`1 i I At. f__ � _(�) 1V I= 250�` , � ,?� I � ,� _j, - I . 1 1/4 I It C-3 --E = I RBIMED (9Y - 106, ; , 971 "I 1. DESIG"S - - L.- I A ,__[___d__, � I I'll - ----- - 1111 I I at . t. . � ; PRESSURE N DES" --- .- - ____ _____� -_ " CONCRETE ANCHORS TYPI , All, 2.0)0� ',GBA' - . - � It INSTALLATIONS t INSTALLATIONS t _ - � ''.. __ ,� .. i " "'U'll" C)� I-) " - � ; � �l rf � CD, : I -- �� ,,, ; 2,1�6. `�Lj 5 '� - -] - � � - I ; I I_ =: ' .� I � Lp I - I I I -S :..< __ __ I � I . = i 2*0 121-01 12*-O* i 2aO 14�4' 13'-O' 1 __ _. 44 � .. - � , .... . ',� W_ . __ KTA#L A I _j � -Imo--J, �w) __ __. , 11, - - -_ - ____ 1 4 � 5 11 � I ; i t I = o- -------- _ ___ L__,_L - - ___l I ��) ..AD t2* �O' I 1,--B* .aO ?2�101 III-71 'I , , - - -- � I f � I .� Cc = - , ,� I � .Z50 . i I. _ , i (P...f.) (. o, -) ----�+- -, (P�T) 0 a, -) L+ I I- --- � I I , _, , -_ �,D. -,Qv I � "I 1 1 F -I= c`4 .= �ml - I.sw--- 011- - ___ low I , MO I?'-&' 10'-q- = if' -A' to,-?* i - I f *� - - - - - , - , - [ - - - �q) I PANELS IBIALL RE INSIALLEE) ALINAYS . � _ - ! I I _(i) " (:�;_ ___2._M7-- - UNBOLTEP PANELS ., .�, __ BOLTED PANEI �2 A ' I I I I e D . I FROM LEFT To RIGHT W/ I/2' LED -,&a to' -?a* Zia i ffl'-lol #,-O- .1 --Is. Ma BMT A, ;EFLAP i I I I � z 2 C1:141 _m "E" TRACK (�) ANGLE WITH STUD - - (SEE SECTIONS AS 0 Z) -4 - - ,/4-*-2axI- , 'IC 4aa 70,-?, p*-4* ADD #,-r 0--r APPLICABLE) I - S III: - - 71 1 to' -a' "_ W1 IT 6. '�� I AT END AT LEFT SIDE OF PANEL (�) " L-------,. __ -,-L - 1/4 -21kV H- - �_ - i ,� , (SIM SECTIONS AS I f----- - . __ .:g .2 OD - - � � _ Batto . Rr I I ,�'-�, -�_ #� 1, #,-r I .� - � I ,. r,- 0 SEPARATION I, _06191alwO I CID = _= DO - I I Goo; m romm TO MASS. gq, I I j .- E - = � t I 1� �_, - _�!_& __L _e __! __9 ----!!.-I-. " . � ..I-_ - __ � 11 .. � IL. I I I ___ .1,11, - 1, i L � LLLL I A 1, .1 'I 11 I 1 � -4( ==41 I i >. = - ZZ' 0.024, Dk�,) - 9'-il 0�41 3mv 4?1�2_ , F__ - - �� , -1 � awwaxv ,�-#' I v mat. I � ,-, �,, or 441 Sao _____�� -7 V', I I 1- � . i A- :5 = � I � GALVANIZED STEEL I L ,.,�, i _ 1 _ I EXISTI 11 � ;a�' V I. - - I , I = - .- - V $ - H��ei , ON 3) PANEL LENGTH I � I �, , Y 1 4 1 � ; 10411, SVARATI v Ma., �, a Al . � �l 7 V M", I *aw : I - $a -3. __ Sao 1 ! I I ON SHEET 3) 11 I i FAWL LENGTH __l(SElO=LE * I PANEL LENGTH ` - 1*0�9 1-1 - 7_4�T_ _�__,;;_ no 1�8. -2* L - -_ _�A : L ! = .2! '21 .= . I . - . ' ''A -, � I 11 - � ' - I---- , [SEE SCHEDULE - 4 1 - � 0-- � wo - _f�_ --- I i i COMRCM ANCHORS I--. - -_ � - -VkLL _ � - I 11 (SEE SCHEDULE i U aD . I �au 7*-3* tr-?;, I 1 � 1 014 SKEET 3) f S 3) j ON SHEET 3) -= =I. 1 4 1 - --- - -_ - � If � � GO = __ - , - 12T 02111' , , - " ;U0 ;�_ ,---a- ri.m..O. I I L llln,;�z 14 i ---Cl) 56% I -L7- .= , _,_� i - - I , I I = = >�, - I � �, I 0.250"It 71-3* 6,-Io, 7317 11-2* fl-e a -6-- . - I or *L" � : , ,11- L_ , --I ?t!�O_ , ______L,_j E"S�164 ! .- (D = --- 4 i '�_ , F - 200' If - -= -"a, I I i , 8'-O" 7.4. - [ , e ,�' " , 1_� I - , I -JI - .,lm , - 5- -7--9- f"N�:�,BV�W ll'- 11 ., ., - '375* " oz;7 6, , W/ PONED Em - 1�' I", � ----- - ___._��,_, __!�_n_ - _ - � I I --x,T , PANEL 0.375' r_;� @, I I - - - - i - �, , L - - [ i .. I F � I ..,- .. ello . " '. Bac, 71-01 v-S, . L-.,--- . = I MAX. GLASS ,I p I (/) I �-,,, " - , / " " i I I I I ii 1 I � II I A" _J % I , � IN I , ;, , * � iI- __,, tl-- L if - F "I'l, , 7'�__,��l � *,to i- I � �_ I I , ". " �3, -, ,� j , _."? �j I 1�� I , P I IN 4 1-Y . 1500� METRA 0 1 , , " FLA z _; J, I � I __ 4,- - ' FF , � 1 179!_� - �. .-, --- - 1142710' 1 5" = E_ - ----2_5QI- - --,� . . 1� - r-1. @ .1 ---,. .W __ : -, 4, (D� I i OF V . =. . _____MO 7-0- V-J- 1/4jS 3/4, 4/5. 5/5 a 6/5 I - - _W�20.11 '.;�,'�' - -;,,�`,� `/ -0 , - 2 2W* _E = � , -4 . I '. i 2/4 EO. - p'.4 e,o� I : li - 0 Z-a PANEL �, = ___� -� OR (p) , _ � - ; I ISOMEW VU QUWL A �133*f L � 4 -7 90.0 6-1. 61-e 90,0 I- C-I" L*l w , 2W/6, 3W/7 & 4W/7 -�M��i`;�','��',�;',�'� I ll�x- � � I-- � .i�fi I - - t I i� ,�� a ,-j W,O. a ,/.1 .� I ; jz_ C-) 7 � ft ...... -- V - ., - . I - A&L ,ws" - �_ 91-01 I At,_71 5,10, � . ---Aw,Hm (SEE scKEDUILF ON smerrs 9. 10 &11� - - - --I I . ! 0 "I i - END LIP W/ HEMMED EDGE. .I 2v . O. i - I : � _21-0 EJ §R i � E.b. I Ca !00.0 _11� , I I - 2,378' - I d'-s' W-5 - __� I � 11 � F 0, ll�,'0111 I ! i - � I � I . I - REQULAR 99RM PANEL (j) ELEYATIQN L----L--L- L"---.LL- 11 A-11- I I � "".21, I � _ @ ! I , 'I, � - * 11 _�_ EXIST010 NCC�: � 0 j ; - 50 � ("J's) TV, BOTTOM MAU" 05.0 1/-� Max . , I � llli� -e 2" i ZS L w v__ r EDGE OF PANEL - N'T'SL I GAP � _t 'LL I _2�2�_ ! ±_ -_ 7._� - 2.587* I a 12 1/2- = � I t___ I APPLICABLE) 1 Der --1 KEY HOLE Wh5m 110.0 . - �,�_l s'-l' I (mik QAXMP -1 WHOLE WAM 0 CONCRETE Q4R` i i i 3.7 ! i - - - - (�) PAN 750- 1 4,-Io^ 1 � � CONCRETE BLOCK I_ I CONCRETE Ml0lORS,____, 50 I FF.) 3ios-HI54 ALUM. ALLOY I � tad 114,0 , � � 1� � 1 072* i (�) _____ I - 1 � ,I 11,521, i ; W= V-01=9- ,.---.,--. �SEE sc ON j ____ t i a I 'A .& � Lks ------, -_ - ss. v,s. W/ FKA - - - -_ � ---- !,-,----,I 11 -_---JI - I - I, , 0 __,O - C�__ ; ,/ , SHEETS 9 THMUCH TO) � I 1124- ; I .Sm SHEET 5 MR AnDITIONk IT$.$ I - 1 4 =-e � - ", " I � ; j `� - ,� li U . . t/ - I 'I , � I �.jw_ 1,11, CIATTATIONE IF UJEEVE UIDIVIII IS I r. __ ::_ , -, i - I* Mhl -9 it 1/2' .,C. - I r mt- � - ,qONEY WHEN sow �2j'Aq . I : - � I - A25 - ONLY VALID FOR INSTALLATIONS INTO I "L \T_� �_/ \--./ \�r/ \_/ LEG LOCATION �l C"-IN EXISTING POURED OOKRETE WOOD STRUCTURES MkKIMUM SEPARATION ID GLASS SCHEDULE w I ARUSED " WHEN - 'OR CONCRETE BLOCK I - I � . I . A) PAN UWATES A%A , _z I � , FA 1 5. usm (_ - "' _'� woo SPEED > 170 M.P.1, - 'Al , � 1.2iw (�) SLEM 2 1 a MAX, SE(;TION A- ALIERMTE i I REQUIRED � i CD�ICIREI�� __RSCm=RSLOm CRIETE CONCRETE AHCH ARE USED, . I MAX, L I -cl ) W1 ORB I � _ , ! I I I MAXIMUM WIND SPEED 4 170 -P.h __(j) NI ANCHORS ED CON RFQUMED� I Z . : � PANEL UNGIR EDAOOSRD STUD- f 1�1;��_,______j -2.OW*---- .0100 . 3�7SO' _ ...... _ - _____ _ __ (SEF SCHEDUor ON 4 � 2G60. 00 ��wj astRuNRED WREsTRUxI I RESTRAINED (SEE SCHEDULE ON I � - � - , �12s` t*mft SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) , 'LWl I 0Q)L+z9r AILIOMPAN TH FA7R, 9AAEN POSITIVE AAA OEM LOW. 2,50 .I---- t-11 I OYPI), I � 30 OR LESS 1. I. 1. 0 1/4- ALM 4 NQ TOWA L PANIC 24TE � .._��rL.,, � 1 L1.750" ,25W m L M rok ;U w "O, DMON 1400� , T I : � I ITYpul , >33 To go I. 1. 7 1/2- 7 1/2' PACCEDVIRE To OIEWWK MAXIMUM PANEL UI CATNE (�) REY, *H" HUDER (�) !ULHUM _j i ---l' WIN, To V max.- I.- � I . POEN A POSITIVE A.S.D. DESIGN EWA DEIERMPNE MAXIMUM PAM LENGTH `L+* FROM SCREDOLE. I ,-.-,- 2.OW--' 1 190 TO 145 1 1 . I . 7 1/2- 7 1/2- 1 GNION A "WATWE &SM, DESION, LOAD, DETERMINE MAXIMUM FM& UNIGM %�' FROM SCHEDULE (R Sum I* M& ___ A - - _ FIRM MAXIMUM ALLOWABLE PAREL LENGTH IS EQUAL TO THE WNW" DETSMINED PANEL LENGTH 11 ILD INC WALLL MQUHDHG WALL kOWNG 4 DIRECT IJOUNT -L Brrftmw *L+- Me 'L-'. SECTION 2 r>j45TD Mj r_ I- I - 7 1/2- 1 (3) SEE SCHECAI BELOW FOR MEN. PANEL LENGTH MR POROSITY OMMURDATKIIN. . . 4PRL ; i rur-ru 0 Ro ANGLE . . . 960= It", In j INAGA v-9 ramu-nam&M sms 3/8-1 SCALE 3/8.1 1 ,E4' I -3.000-:iii-� WEI AUOY . � 1, kul (I 114! WIDE) �!ll��ll-�Lg,--E;l�!,IAM14ae)t.11ffFit iti�"ii?iA,�jl!L.I'J'Atl',�,xq-.,,Iilktlti.-� 0WALLATIONIS INTO WOW ARE UMMED To � 95 P.41 MAX A.Sa. DES" RATING :] - r --- ; , I - _7�jcv` ,.... - ...... 4, 1 (USE ONLY FOR F-Z HANG STOW PANEL Iff-L qx�! FOR MAX. A.S,O. DESIGN UMDS & MAX PANEL LENVHSf] ""11010UMN, � E!!�� I,---- ___ �O. .711' ____'.7V -DEZ" - .. EN SYSTEM) W63-76 ALUM. ALLOY I .4 , s i i mtg�, � ., I I, I= li.� ., .e'.' '!�/lt�*%. I __ -1 - . pv��::%: , '. I i . I C _____ ��4` � : I i '�, ,-..-.., . � I . --- 6 ! 7i' ZODv " T 1 25, . I N, 44167 FLORIDA BUILDING CODE (Non High Voi "ur cons Zono� : : ".4 I FLORIDA BUILDING CODE (Non High volooffy Hu cone Zan*)] FLORIDA BUILDING CODE ito cone Zone)] I . . IE I - �9 .., �;f �-- _o H!2h Velocity IND 2 r : TAIM, NO. re. i g .. om "011ba, m TIP. - r .: mw li'mm or- fA � , � il "I41 -M-1, " - - = � 44167 '�, 'j 24 CAGE GALVANUEED STEEL STORM PANEL __ - z . O� 44167 - = 24 GAGE GALVANIZED STEEL STOIN PANEL , ,, � .081. llrl. 123" i�. E 1, 'T-J . I 1 24 CAGE GALVANIZED VM STORM PAWL GRAIN or - 1 DRAIM W., = . DRAWN, all I - mpl ! IV % -'- STATE OF � it; I- 4 , I Ow � � �'r - , I s - : . = ug = . * . -, _r 2,000`- L_ %, SEE SMT04S - - - , 0/27/2M on i * on FOR COMBINATIOtim- 'm = � 47/27/24110 -_ - - - . - . DATE- GLOBAL PROTECTION PRODUCTS., LLC. "" E , .V.. STATE OP-1 �tl� - mm. 0. �( EDGE DISTANC - . � __�__ GLOBAL PR07ECTION PRODUCTS, LLC. ,A, - __� - �250 - rl, GLOBAL PROTECTION PRODUCTS, LLC. 7� 1p I. AiE OF I" , �___,:��__ 11LIECOINIC Woo SW. 51 STREET SEE SCHEDULE ON TOP & BOTTOM 61GU"NGS CAN BE - - M �__ � - - L MEN" IECOINC. ______l / z QKO Sk. 51 SMEXT . `00) SM. 61 StREV tolls' ir, � .. _�,,,,-- Tw !'� -0"-' "tOA;D% * WM r�xt..t xxxI, M.W'""' 20-175 DANIEL -",-- DAMIL Ft- 3MI4 DONE, FT. =1. PNOV, ,-- .- - _ - � � I! , , , - - 'A�, I"/ 54)MIX-ma, M. --.-. 20-175 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT MY F V�� Z-�, - � " @ RUIjxQ=OUT "F- (R INILD-OUT "E" MA& - . , mzeffMi -.t - I- axamma- p -t AI - ___ - * - (",N)m WA� , - Fl. =11. 20-175 , � s. d�,. P�- (5154)09750� FAIL, - r� , � i . - I - CA-00015719 1 - INSTALLATION, s Vy - - - i `�' - i OFAWC ft. - @ & (P) WAAMERED WINGNUT I WWM A. C.-WRO'It DO m C-0000 - I I - , , -9 1 . , (ZAMAC 3 ALL" P. . .... /xcxxx� WALTER K IXLl J`_ Am -1 M � - I - ____ 11 -1`1 - 10,CK AN= , ;:�7i.�_. "'t IN,,;.,.-,&-w--- , I "I f ff �A I P- . I - - Fp I - I ". * "a I _ - ,- .T - "mu IS la.- -_ -_ "I , 1 -- I am Jm &C I i !!� I I I I I I � . MIALWION DEMILS EOR REMAR PAKk�Q INRA I 11 NL 1 INS-1 INTO POUREQ CONCREIE Q8 CONCRETE WICK STRUCTURE$ 1, INTO WO D UCTURES ._l_lr___ __1 ------ --f ALLATION DETAILS FOR REGULAR PANELIINT-Q WOOD ____ � " I SEPARATION I I I � ,�,__',`,"� 7- -'l - rn - - AeAl ��l _ _; , 7/1 I I I TO GLASS� IT 1_7_9__%�____ I - _____ ; � , I _ , � I 11 -_ I ALTERNATE CONCIRM - � A WOW AmC4ORs _�� , A, I , I , I ��,, - i�. I -9:75CHEDULE ON (SEE SCHEDULE ". .. - 11 ALTUMT UBI I I I - 11,11 I I , , , I .. I � --Vr- -LOCATION _TSEE SCHEDULE ON I I 11) ,,, . I I ON SHEET 3) 1 ,- EXISTING WOOD , , , I 7:_ ___ - ; ANC14DPS UWATON . - - , �� ;-I) IV ,.�v F __VZ._a:>. CAB* (min.) _-Z I I A . -_ E OUKRETE ANICHM , EXISTING POURED ODNCRET�_. � I - � 1, I' I � I - 1, i � ,v :h L_ - - Sm REQUIRED. STRUCTURAL _,� , ! � I . --- EXISTING POURED CONCRETE SHIM 9 THROUGH IQ) _ �/ - , � I - .. . - (SEE SCHEDULE ON � - OR CONCRETE 13LOCK 7 � - - _ - ______ - --- I � 11 Cn _p_j OR CONCRETE BLOCK . I . i ,/ / 'k I - �� 1� I .. . ADEQUACY OF EXISONIM WWO . i lo - ` � SHEETS 9 THROUGH 101,, � RECURRED. ," I .11,1 / �1, � L�i I UNPIN 00 7_47I . I I �l - I RECKJIRFD� - Ri , ,.' ----"-I It! mox, am TO BE CERTIFIED , -.- �, -,- I 11 TIERMATE LEG �� I I I --I PANEL LENGTH REGISTERED ENmNm OR /- -�_-Et 4- I � I �,� . � I / �_,�� / - , ______tG. I � I 11 ',� � 11 � 11 � a) (Eia SCwmfll 01, - , i 02/ t I EDVUE I , ., ---,-- I LOCATION CONCRETE ANCHOR WOW HEADER I , �i" 1 '__02 . ... . =_� �__ I— ARCHITECT PRIOR TO SHUTTER ' - � I �/ - 1 49 " " . -- "� ,5 . I . i .mv , r HORS ALTERNATE WOOD AACH� . -, I' tall., -- , ' REGUIRm I �l I I (w 5CH=Ot" .-- �� i , � " � I � .. - -.11-1-1 I— -_ INSTALLATION. "I, / � I VOO AMC � � � SHEET 11) lgw 'a ws,a WA %�REMS67' ' ' SHEETS 9 THR �_ 02 1 I/*- Vito ,6, SPAM le i - YkK SUPPIN 00 (D I __ I , � i � - 7,V Im S 4 ON (SEE ScHm LIE ON t__ I" I � � -&, - - J MA)L ,'�' --- I - ____ I----,- ___-�- �- _-4---;g, v*,O"'j0.. ", 1 �, 1- 1/2'; , am adorma � - 1 SHEET 11) � � � -, - 's .. WI wr , 11 j 1/4' - - I - i _j � , _*,! . -111, I _01 OF v ; I -t- �tC=� Wl j/2- , � , , I I , , i ,*; , I , � ". (D = - � . - '11/4 " I 1 f - __ , a- - I �� ,,, __ . v".1 , ` - I 1) HD . I , �o I I � I ----- F_ 1 -;z - "I � ��_.______._ � ,'� " I j , MAX, CONCRETE ANC14M I � 1� ll� - _____ � 1 1 � , 1/4" . __ T _ -- - I ;r \ I ED f i I I . . I I _ - -.---. -11-1 ____ I I - � - � ---- E � i � III - --- - - WOOD HEADER - - - _� ,,S�� j 1/2* IF ; --------I _4__# CIO 10-2,N" --,- , r 11, .� It ; ,I � I Rmum : I � . - . I 11 I I 21 . 4 1/4- O.C. � 4 ,L* Max, , 11 I - --- .1 . I . @ , i �l 1 � ,� __ _ '-- � - I Z \ P :_ i REQU , y / I � -_ -I " , WOOD ___- I (SEE SCHEDULE ON" I , 24 � - I It SHEETS 9 THROUGH 10) I IN i 1/4 1 � . ED I :: - - - _ I : I ,- ; � . � � ___wm ? =iz_ . _� _1'� : �11 - : 0 HoAc xxxx3s, " - i (D A I = It - �, I I . i -,-4-- - j i WOOD ANCHORS I riy (gy- ; .- I \ i - : . I /I PANEL LENGTH , i '� I- I � ' MAX. LONG AL KUM SPACERS 0 12 i/2* � (SEE SCHEDULE ON f I I ,-. ; I/Sm 4 1 ; t � i �, e I T ; (SEE SCHEDULE . I L ! �) i i , Min. I "I, t - K4 � . I . I i ).C� (SEE TABLE #1 ON SHEET 11 I � SHEET 11) , , : . I Iy � m 20 I - i � mi, ON SHEET 3 1 MIT. I I � "I I , . I SEE NOTE - BELOW FOR LIMITATIONS FOR - 1 __0 � (j) FORStP __U I I V MAk I , c j SEPARATION ,�V EPARATION I I V , 1 I � 1 1/2- LOW SUEM, - � - ; It 10 IDEAS& - PANEL LENGTH , , �� I > 10 11 ,- I ! -IT & S 1, � . ;SEPAR�w6ti TO 1 _q) ; i , "A'* I I TO GLASS. . - : �l � i � I .1 1. 1 r �.o - 11- I PA14EL Utt"mm I - � , , � � -1 GLASS.(SFF . I ; __ - -1 (SEE SCHEDULE I - I p SCHEDULE I i I o __ - �m SCHEDULE I I I � ; _PANEL MATE FEMALE 0 OR PANEL MATE I r ION TO CLASS, M SCHEDULE t/4--me ''I � L I SHEETS I :U � 9 +4 I I I I ON SAM 3) 9 iog I (SEE SCHEDULE I __ --L OR f 3) _� 11 I i ON SHEET 3� , I ON SHEET "k- � 9ux, �..., 0 �t I Mac (SEE SO4EDULE ON �� I 11 ___ll . - - - I � - PLUS (SEE SCHEDULE ON SHEET 41) 1/11= r 'ISTE, SCHEDULE ON SHEET 3) " *0 MAX, 4- 1 m4mioi-In Z'�`M�',&W�9 SAACER ; 'ON SUILET 3) U_ SNIEE I 04 TO CLASIL -4---- llft�ll � I - .- I .... ii�o i , - PANEL LENGTH # I _ - I I At . t _ , - Il_ ,�_ ! I I - i , � 11 ,,I,, - , � -4f A __ =_ 1 .�z ..,;. PAmCL LENGTH i - _-SHE", Iqll W", . -L - No, , ._�� - � - �; not "a _ � --- 1�_ - Llr, J, ", � I av::,;�.n . � wo" I 1� - I 11 __ __ __ - Lamm, Om T-n I � I ll� I " �,,, i � . - - 1- � ,- 1�_ - � "I , ? . -- 1-1 I _ --- - 11 , , I (SEE SCHEDULE v PANEL LENGTH , I � .a � I � F - � . _. -_ -"- � ___ - - k, - " I - " _ 1--l., EOUU , " , (. I - _ -- . �, �n �, FOR Rm tgElt SCRtWLE 0- ;- -- W... 1-7r 11 ON SHEET 3) , (SEE SCH �I! -1, , __ ___ I I F�y q I T i ___ I_ __ - ___ - - - ___ - __ -1 PAN LENGTH CN SHEET 3) 11.1-- ___ 11 `*" DOSTING 2'x4' WOOD --- � 1611) 1 0071-0 -1 ON SHEET 3) - � I an I �7n .L-, .= -_ . � (SEEISCHEDULE ; _L I -, - __ __ I I PLATE REQUIRED I I ON SHEET 3) --i ; -, TO GLAS& - I --- i . I . - -Al I ; � ---- --- -- a& I I - --- -_ B SEPARATION I GLASS, � ="i I 1 __(j) 0- i - _(D � I I �� - .-1.7- : � m-Ir I I r,�� mn)-- DIRECT MQUINT W/ SPACER ikk -T-1 I I ! s(SEE SCHEDULE _KIX _� t- , j L Ill : � I I - ?_ I U) I ON SKEET 3) 1 - I I I I * : � : i I I _F v 11 - - (1) OF V I - I I ALTERhMYE IV ll�� --- I - - < I I 1 ___01 F- -- - -- v -- ---- - - 1 50% 1 OF i MAX, MAX. ,-, - I I . - f 5_*i SCALE 3/8-i' . I I I ! I' - I 1 14 (�) __ , -11 ___ I @ � I I i SOX : It z i 01 : i �7 .11 0 12 1/2' D.C. SEE TABLE 01 ON SHEET 11 MR MAX� PANEL LENGTHS Ak or v � ! 110 . : -4-0 4 � 17-D ' I 1 _'49 j li- I " � MO� A-S.D DESIGN WADS MR IRS 94STAL"TMN, - --f§ MAX, : � �� ci � I OF I ; I or V ! SO --- �17 I ! i'� � I !kl ! I 1 0 12 1/2- O.Q I I 1 1 1 ------ 1-11-1 1_1_� _ -11 � ; I MAX � I ,,, I 1 40 ' -1 I L) I � I I � 1-- Mal I - �� - - nox- I : , 9 12 1/2' O.C� I 1 __ -.--.,- - -L"_ ___ -- � I ' O I'll � , i -0 It 131 1 I & �l (D , � , I , , - - 11r I I � 1 I � � I ..... � . E7 --- Lj I _________T I I -i L I ; I - I ,- ,,f 0 12 112- O-t I E� , ,,, ,, . F � --- 1 =3 a --.-,.. , - , i , - _j � I I i - I 1 "4_ , � I - __ �� I i i � - , - T Az, 1 � - ---- -- �l fil � � I - � -I ! � m ,� - , 1%7 -.1 ac -0 . i I Ll I CONCRETE ANCMORL t CONCRETE ANCHORS I I I 1.111.1 , = , i ,zl_ - � - IN . k - ,- I ; , I I ; I ** Num I—- 11 _ I k- I . i� z: I I �_l I - " - WOOD ANC � � rl - - EXISTING POUREIT ,Z� " 't __ _ i � I .1 r _1 , I -_ 7 STAGGSEE z " -_ -- - - __ I I i 93 �/ C 11\ , , " � (SEE SCHI ON I --- . __ - - �� - ��, . �M-n/ ; � . , 11, CONCRETE W , I _WDE OF WALL OR SW IWC" .1=0.11. To) q SHEETS a THROWUGVH o� - 9 2 1/8- LEN: NO, ALUMINUM - , __ ----i , STUD I 11 � , ;; � ; z (R , REQUIRED ,N e I , , 1/4' O.C. VALID FOR A. - * 0 1 t__ �-, � -i - , !�� i i. , ON SpAcm 26% WY ME I lIr LONG IF., � ,,, I (SEE SCHEDULE ; - i : � I , If � _ �� (ALT. CONDITION) I . N , - S74T �,�,,� SIM POURED CONCRETE ALL DESIGN LONDS AND PANEL , , - ". , . i� - I SKEET I 1) I (1) POR&LATION Z LMM III A ONE BMW BLILDINGS WITH IT-9 �_____ __ - - � z-XS- WOOD WOOD . , I " , LENGTHS PER SHEET 1 , I � � �l � __4__._- = DECK REQUIRED - I � CONCRETE BLOCK __ I I �,, , , , �1' 1, I REQUIRED I -, .,r ANCHORS , . 11 *B=- I I KEXHT DHIS 5 A MORTIC1100 FROM ANY __ - _1 � I I z (SEE """" OUIRED. l*xAl WOOD , -i 1, - � 11 � , (!�) , - I 1 �: ; � -, i1i MAUDING HMO MWIDIRV NPICAIM ON SKEET 11). i- ! � ; , EXISTING POURED CONCRETE t;�_;7 . 2'.4" CONCRETE ANCHOR�_: : 1, 6-111 OR CONCRETE BLOCK I UM SPACERS 9 -,- ___ - I , � MAX " poor � WOOD ANCHORS 1�w - ---,---- SCHEDULE Ott CIO 0- . I � 7 SCHEDULE ON "I"En. -9 "; r/i. E.C, (-SMTASLE #1 ON PLATE REOUIRED _-, ; ! � �- 1, i, � __ � �IGOD ANCHORS , (SEE SCH LE Ott - - �/4' - -.- - SHEET I 1) 10 -r-O..- ��;/ � ".. ..I, ) __ -1, , . i SHEETS 9 THROWN I � � , H STAGGERED W1 STUD tl MK SpAmam To P.m Irrm I ,11--2 SHEET I JEDU - __ � 11 U - - PLATE ______ I � SHEETS 9 A. III,) �_� . I 1, _� - - RMUIRED (2) ANCHM BOND, 'Oft owown @A Owal, WE FEMALE m OR I I , "I � L ! 1 � � �! 0a SCHMLE ON Eazi Nw.-M .-I w U - .41 - PANIL WE PUM SHALL BE SPACED MAXIIAW Ar 4 1 1 � j ' � I �L SHEET 11) (Ift 5 A RMSTRICTION FROM 12 112' MD. SPACINe =. i 2' MIT-— _11-2 � - 11 -, J : I I �, �[ VW #)� \1 0 0) � , ��, I mv" IS .5% -00 "J. (a) VAX 24 CAM PANEL LENGTH 5 Own TO w AT AW CPO" __ '. MAW= 11.11-gul )AQUNIIN Mt" MOUNTING 199lugn Wamw-dL" i , __ � - 1, i - - 1 � ! I , � J IT) MAXIMUM Am MON PRESSURE I MES 8 A RESTRICTION FROM ORDER FAMR. UNIMS AULOWED ON W%,; Q,Q "y -1- I "I :_ (2) MAXIM&W SIONM PANEL UNGIN 0 1 IRECT Mau SCHEDULE stw li)� I SCAU 3/e-1- ". . WALL Qlma-z EUN OR, MOUIHIING EIUJLD� " m 2W (43 1 1/2' IONIC SPAM COMPONENT INIA $KILL BE a 000TO ON ALIERMM I AmImm-mul a) =%,�� SCOAX 3/8-1- %w a. INSM"Arm or I Z LONG VIM " lm ONLY ., .�. %,L � SCALE 3/9.1- ALTERNAlff-4W cn !%mllaw I YKLID FOR 0010 ZOM 1, 2OND I AS DIFTMEP ff Astm I "011111441%, SCALE .3/8-i' " C-1"6 Im THE (m Offloo at THE nAl" I - SCALE 3/8.11 (A) ew"mm VAIN, OKY FOR "m I witomSTAXIM119 , �, 140410TIF", zoo 11 2 . 3 mm AGIN 1 "00000#110,4'. cam I / -4 vW:.T// � if 1111111"Oel ,- .. , , - 6, 'k ... Z. -w -, )�um,q�' - -A . .. A. Tit " I , " ix - , 4! - , LU N. A A.�V, - 6 A_._m__m___ - - W ,- t ..�CENi - S. Nm, - , ,0 �-:... � .z FLORIDA BUILDING CODE act loams, Zone) = . 11 ... E*�** ,.1% 1 - sg= 'r-#"5`�mi MM FOR C :: �l 2i . �r . . , . . . FLORIDA BUILDING CODE (Ron High Valoc!2 Hurricome Zone)i .lr .* FLORIII A BUILDING, CODE (Non High Velocity flu cone Zons)l I , INSTALLATION ARE ONLY VAUD FOR MAX, A-S.D. - . . i _(_Non Tjh Velocity Hur - I . .� 02020, ALMIX). %C� ri. 1� INSTALLATION ARE ONLY VAUD FOR MI ALS�O� 4 � --I- - OM 11CMIX4 M FJ`� TOP & BOTTOM UOUNINGS CAN BE - . m .*:t ahas w1m W- fAl < E � 0. I NOTE FOR %WBINABON OF ==- f J' No, 44167 - 24 CAGE GALVANIZED STEEL STORM PANEL I STATE OF : = MANN by" * 1 24 CAGE GALVANIZED STEEL STORM PANEL - 1� i ; = ORRIN Im, DESIGN PRESSURE RATING (px.f) AND PANEL LIENGTHS . 1 24 GAGE GALVANIZED STEEL STORM PANEL 2 DOWN BY. DESIGN PRESSURE WING (p.s.f) AND PANEL LENGTHS E * -, COMBINED IN ANY WAY TO SUrr ANY AS PER SCHEDULES 09 SHEET 3 . z . I * 1*1 I * . * I NOTE FOR CMIN"N QF SEMNS I a * - TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEOUILES ON SHEET 3 (EXCEPT FOR z -- - . W/V/2m INSTALLATION. 2. FOR NEW WOOD MWE CONSTRUCTION: WOOD �, -, .�'O;tjt, -, S �C" STATE Oz� 111LIEC0,01C. DIX- - STARULZ� ;i� . , .. *6 GLOBAL PRoTEcrm PRoDucTs, Lm "m,'" E.D. - EDGE DISTANCE I'* � !:��'s�, GLOBAL PROTEmON PRODUCTS, Lm "I", COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 17$.. E - Z' 11LIEC0107 GLOBAL PROTECTION PRODUCTS, am MEMBERS TO BE SOUTHEFZ14 PINE No 2, W/ SPECIFIC I -_ Z;E�� / 11LIEC I �_ 4=_- - wxa�si:::_� Woo S,w. 5 sum LlJC. DENSITY OF 0.55 OR EQUAL NAL *Vo - 4600 to. hl SIREIT am ' acw_ FL 33344 z (SEE SCHEDULE ON TOP & BOTTOM MOUNITINGS CAN BE - �.,;�17,� love s1w. a, TNREEI INSTALLATION. ��.l .,,0W &&17- - T,, � axML FL' 20-175 Illitt-'. - ^tzl M*)�7U& FW` (0068I � _ _ MC - -14 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD A 20-175 -IS 9 .- _ -175 - ii�.Z _ _-P4o_-,XxII_l,PaN_,. ,-m-, (".) w � - - - - SHEE & 10) COMBINED IN ANY WAY TO SUIT ANY t lccl�l Qs �K_ ")W-760. M, Bsqsaw-mv 20 .. 14, - xx.xA^_aWlX%dx. . ,A#) INSTALLATION. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC - - ZK/ -I= Mt- ,, pHaw- -7t7. .; ,..)._., �/Z_ - - �__ - ovIrm ft: _ - OIW"xG xx� Momill .1 - I- ", --! - 1 - 1 -- 1 in I DENSITY OF 0.55 OR EQUAL "FluWAIIIIIIAMNAD"AtuRk/oln CA-a.W" nil! - !- m s&m,xamwmwDxm: mcm I TILLIT .- pl- . � I _�!� < Iffilliftakwjistlam,"womf A I L I , j � NOT 5 OF 1. %xLm A. In L.- I , I i , I MITI 6 w so - - � Dow- .1 am I 0 To I -1 I I I I I I I FLORIDA - I I . a - I SHEET NO. SH 1111 . - . - . � . 11; - 1, � .. - ! . k,", � �" '� ,.:.,-. - - � - _,, ", ". - . � . .�'l,";,_$��e-c".-- �4_.T;�� , , - - -, 1, '. , �_' ft � .1 � " "' - .1 � , - .� , . f �� , , ". . _� --;, �, ,,, , I I ,",", f - I , . - - __ __ I I 1 7- - i , , , .t4 � - � � �� ', 1. VT I L 2 . i,o, ', :1 _. 'i, � �! I , ,,;, , - . : '! � , I, I A . ! . , .1n " .� - I - ! . � � � � - I , . .,� . I �� I , 17 1 " � - .�4� '. : . . I I, . . .. I , _� 'I,z. �. � , - - "'! * - - , , - - �, - - ,,�,, � �,--;� �,�-_�-M -jg I . . - il� 01" 111'1�1 �� I" li, r �, � ,!� � - ��_l - � �l 7., , , , L . . I " ,. � I . rl . . - . ., . i� 30mmEwall- i_ iE '�l � �' � , 2 - � i . 71. . ( �. A . � .., 7. . - , " F - . . , ,� , . � ��,�:d, . - * : I _�t%_t`l � :;�;. . IL - I . - , - I . , -, �. : :, ,1. . I . I - . . � . , . . flll�:Jll I - ."�,.� Al I.-P , " , I -F - -N _11 "I . I I � �l R INSTALLATION IN PORED ONCRETE, CONCRETE BLOCK OR WOOS STRUCTURES' VALID FOR REGULAR, LIFE SAFETY EE E-Z HANG STORK PANEL M SYSTEMS 1. "--11 I a.. I , I 1 1-4'(�) a 'o OR ! - z a p=1 r'. VARIES I I i 2101 WOOD FRAME 21. 3, .AW 3105 P--14-cm' 1,91 =:FAT CONT, ALUM, - �QLAREG 1, UAL , S' mmu, (4) & 0 I k-2 1/2 TAPCON a 12' O.C1 11(1-"�� " CONCRETE ODRCRE7FI --� 1/4'0 . I 3/4* TAPCON . 3-1 =R.M -� ==71bg ANCHOR 0 itO'E7, 2 li2l 1"I- I REOUIRE!, ' 2)141 wm FANNIE LJ; OR4 Gmro I /--\.'�-. "I I ", >ak" lIr -� - 1) �' I 11 / \ (� '- 1. 11 & I - '.cu CUT WA-Isl ' I F I I 'X .."u. - il 70, - - W. - I 1 2'. T . ME m'- _ ' It -.1 , X VARIES --2' . 5' . CONT. 0 1 : , , 21 1 .05 - 41m, Was ON I t S* Lt. 90< L AlaS ft�' I Ai-�-ILJ I- �i - I - / , �' 101111" 3=14asHm POURED COMMEW. CONCRETE 0 � i ---7--- ,P�S` - , I -D� PLMT 11 KOM OR 2*w "00 rRiAd: - ' , , i IL- IN MEIAL 2;X e X,IDS ' ' - I '� . /' \�� (1) I I "r- I REOURM 11 , - 2 . I , / T j 05- 14 OR - * _I , I I /,- \ (t I �2- 401-111 AULM . I - - CONT I. - , - - 2 - It T/4% 'e E AUAL ANGLE , , / / M CAP . fir 0 1101.1- ii, . 4' ..Ow 0 Ir OGI -*1057"'4 OR 5063-m A,.Lav W/JM;XNUT Oat. M- ANGLE PASE A (PLAN) CAS B (PLAN) CASE D (P SCALE 1/4'.I* SCALE 1/4--1- SCALE 1/4'-I' SCALE 1/4'-I' r - --w-1 -- Scuc-SET OR CAILK-414 I 'W ELCO PANEUMTE mm AT , A40 11 -\ --- 103 q 0 J9 OR =M:10�. � -w ma.= OR 'PANEIMATE PLUS t�5�9 rr =Oomc I " OR 2N*' WOO � , SM OF OPENING " SCHEDULE ON Sm �' - �Mwl PANEL r BLOCK 4 FRWE REOUM � I AS APRXASUF ! 10 & 1,11 I 7 OVERLAP MONO 21.1 WOOD Fit" T & 0 1 1 - , - I I OPENING WIDTH) plaum I I.. I----,- 111111 . . . . . �� - �� ........ '- I POURED CONDAM 60WACE - . . OR 21W WOOD FRAME I 1&� 11 . .r' -, . I , .S I I li'.` Met, I " , 11 ....... 11 -00 I I I ; -1 VARIES I , ( I I -'� - 0j- %= "T A I 1 '--(2.(2) OR(j) �' :) / . I \t" I REAR PATo I RALLEL � T w- I wu (Norm CUT PC pmw I X - ELO-, DISTANCE - lr--- - 11--mg t "I I C1 i , I I I I I I -1 ---- -Mait, = � .,:p "Aw-HUNN" CA.$E !2 (P �"-�� - . =� 0"' S A Tit � !iu'. SCALE 1/4'-1" .t. :. / A;V-�-1.v.\'.r'1-E "). % VALID FOR DIRECT MOUNT INSTALLATION ONLY & -•" ✓ iii.- IV, e .. . 75� 9, - ��% z' .- . CERTF[EO PANEL INSTALLATION AT WADS W/ SURFACE LEVEL VARIATIONS wrTHIN Ile No. 44167. 2 z*I s .:*z FLORIDA BUILDING CODE (NorH)gh Velocity IIUrTicone Zone CASE E (PLAN) CASE F (P -a ';�%' STATE OF . -- 02M uma. Amc. 24 WE GALVANIZED STEEL STORM PANEL ?.K . ';�� "�""' - 17r 1/4'.11 SCALE 1/4--l' "ZOA1010'..' _ amie, p'. SCALE , ";� - IL EIC*jge� � GLOBAL PROTECTION PRODUCTS, 07W 7 � DAM nNtUC. 1 4sw &w. b' `-4� GONS, rL. 30 20-175 "ONE, MV,"-75W FM. (954)RIO-8717 --=- OMMING Q,-ODDVIS - - I - I - 11 . I - , I - - . I *" 11 "-I- SHEET !-- J1. I 11=TV Jr., 47-rall- . MAXIMM A.S& DESIGN PRESS RE RATING 4p.s.f.) AND CORREMQNDING MAXIMUM ANCHO SPACINra SCHEDULE Egg REGULAR SIM PAN91AWINMADQNS INTO WOOD MUCTURM (VALID ONLY FOR PANEL15-1)INSTALIATIONS AS PER ALTERNATNES 1W THRU W ON SHEETS 6 & 7) MAX. A.S.O. DESIGN PRESSURE RXIDNa (P-1.) MAXIMUM ANCHORS SPACING FOR EA, - AS SHOWN ON SHEETS 6 & 7 APPLICABLE TO AL'Ut"TAO f COM& BINAANY TION OF THEM MAXIMUM PANEL LENGTH v (it.) - TAPCON LAS SCREW PANELIMTE FEMALE ED PANE"3E PLUS . WOOD BUSHING 13* lzr Ir I Let (Tom - 13* -Ir T3;- -Ir 13`13" 1W OAMM) 0 1/2' 8 1/2* 5 1/2- 0 I/r 6 1/1, 2W M _ - - 6 1/4- 12 1/2- 6 1/4� 2w (BoTT. V-cr OR --- - - - ---- S' - as ITOP) I= K -- B . . '. -"- - 3W 00,11041 -S" - IF 13, 13'4W (TOP) +45, -45 OR LESS --L3�- Ir -13: is, 13' 1 Is- is, 4w (WM-Q I is* 13* is, a 172` - 1W (TOP) - --LJL- 33" IS" la' 61 w) -(0mw ---------- Il '------It 5 12; / / 5 6 2- OP T/) - - 6 1/4' 12 I/21 8 Ile z* (wrr--) >5'-*" TO 4 1/2' 4' 6 1/2- a I /I- - 3w (TOP) 14'-4' I/ � s 1/2* n_ - - YN mr1w -- [�L;i� 21. - -L- 12- 12. - v 4W (top,) = "� + 13, 1 13' 1 a Ilr --- P if (Borroul I i F-id-TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX- PANEL LENGTHS WHEN SPACER (9 6 I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I MAX, P.S,D' DESIGN PRESSURE RATING (PA.0 MAXIMUM ANCHORS SPACING FOR EA - AS SHOWN ON SHEETS 6 A 7 APFuGAME If) ALTERNATIVES d= OF -IAU MAXIMUM PANEL LENGTH v (H.) - TAPCON LAG SCREW PANELVATE FEMALE tit PANELWATE PLUS WOOD BUSSING - 13' is, 13" 73, is mn tar -ill:- 1]`13" -- III 8 W(BO-rm) 6 I/V a 1jr a 1/2' -- - - 6 -1/2- -- - 6 1/Z- 2w m1p) - - - 6 1/4- I�T 6 1/4" 2W (IOTT,') S*-w ----.,. - r___ IT _ _ _12 _ !F�- OR LESS 7 1/2- '-i w -----.B:___ r -'--1:__ a, -.-- - 3W (WHOM) 51-- I - is, -- T3; - Is.--- - - tr 'a� 4W ITO >+45. -45 'O In, -76 13' Ir 13, Ir Ir 4W (BOTTOM) I - 13- Ij!" 13* Ir to* lw vw) 13- 73' is' - 13'6 I^- fit mrom) . a lIr -- 6 'Ir 6 t/2* 6 1/2- 6 1/2" 2w (TOP) - - I 6 1/4" 1 12 112' I 5 1/4� 12W MOTT.') I >!tO�' 4 1/2- 51 1 7 1/2' 1 7 1/2' 1 - . v 5 1 2' � 1 '. I a" I - *rrow) 11. I 2 1 13 I -: 5 11r MP) fe, L , ---T'---Tta L7 ,"� . 1 -+ 'r lcr I kW(BOTTOM) - SEE TABU 11 FOR WAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS I " USED, CORRESPONDING ONLYTOALTERNATE 2W ON SHEET 5 I TABLE d1 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B* > 40 PSF TO 50 PSF 6'-2' 1 > 50 PSF TO 60 PSF 51-10, 1 A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS A'71ONS W/ PANEL MATE ,F&MALE 10 OR PANEL MATE PLUS ANCHORS III */ " SP*mll'iff"4& 1/2* Ole, INSTALLATION DETAILS- FOR LIFE SAFM PANEL (1-) INTO POURED CONCRETE QR CONCRETE BLOCK 3THU9TUEES I fe* TAPCON --- " - v =POURED 14' -7-r _--RITNG POURED - - - m �.HOR C O.C. NORM ORcGNCROr BOCK y. ,ONCREYE BLOW - REOURED REQUIRED. ' I 71i� --1) -1 � � 1.1 I I r-- 1 - I F- . 1/4* I E.6e �. I ! � --- - ---I ' , 'i ----, E6,* . I . I -L I "I I � I I �! I I i 0 1 Wirt. : T. 0 1 ii-liEPAR43100- I 0 1 N TO CLASS- , - . -j'i'l-eM �, ; IT- - _ -1-1 Y. wf�---�4 - -L - i� � - 11 ' I I i I I =='.1 EX i I I -Lzr4 I , " - - I 11 -1 - -- 1 4- --- I ? v 3 MAX It / , 1, PANEL UD6n4 w --- - - ---- 6' PANEL LENGTH �-4 � ... - (SEE ELEVATION I t (SEE Et"ATION I- ww i ON SHEET 22) 0 0 i-1-- -- --; CHIGNEEim -SEPARATIO01- i -0 I I � To CAAS& I ,L 1. -r-- - =� 1 I I (D I S mI I COSTING -�t I".aI_ 1@ CONIC OwolI -;- 'T 0,99, "@ REQUIRED;o�) I 1/4-0 pmnwm p1v4-7T4 =ON R-am ANCHOR 0 72 Ij 2 AMLAIR MELS SEE BEETS-15 4 if FOO ANCHORS TYK At SMCMG FOR NSIALLATIONSADD WOW RLAME ILILONGS "I'Mum ANCHOR SPACINGS AND "MUM EDGE OUSTARM ARE 90=0 ON T"S SCHEDULE, m E.O. LESS THNI INDCATOD 04 SCHEDULEEfiVJeE ANCHOR SPACING Wt MULDAL"No ZPACHO SHOWN04 SCHEDULE BY THE ,Ouj)wli4 FACYM FOR THIS OpmTKw To BE possmim ADDUCED WOZ1101i DrAWM •USING FACTOR SHALL Not BE LESS THAN J4IMIUM WOMM INDICATED FOR LUX ANCHOR TYPE ON THIS SCHEDULE. . 1/4'. SCHMM __Ile. - ---- WANAL mwm Steam ityj 3 . I *`M`e"NA- IGr.,w 01) 3 3 1 isal [,xesm B,* OQ� - - 3 31/2 1 a . AMIAL mm am" WAO FACTION I !212 1 am - ----- --- -----:, -----, --- ---�-or---- "I -- - - r 080- ).so I --- 3 'Ir - ---,- - - "" .44 - 11=111 11 -kA- - - I IN'Sly A -30 m.) 0 MEM EAWA WALLMOUNTINGS SCALE1/1.1. (VALID ONLY FOR PANEL 1, AS PER SECTIONS I THRILL 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PROTORE RA (PA-0 MAXIMIUM ANCHORS SPACING FOR MIN ". PER SOH MU BELOW V APPLICAKE TO SECTIONS MAXIMUM PAMOL Qqr VC) MAX, A.5,D. DmG" PRESSURE RATING (PA'ft) MAXIMUIA ANCHORS SPACING FOR MR E.D.PM SCHEDULE BELOW ;F f, llu " &s. 0101, I— I= LENGTH 10 6L) L' IA� SOLID -SET I'VINEALMATE FEMALE 10 PLUS TIE zvw-"UN CALK -IN a 1"Y' TAECON SOUD-SET PANELMAIF FEMALE - PANELMArE PLUS I ZNMAC-NALN MK-IN To GONGAOM ,,, q& No= . ,VIM GDam ilk - to 1 -- - ;z Comwi - .�6 I -1 WHOM ;9;Rvw +43, -45 OR I= I I:r ". is, ly 13, 13, Ir 13, 1-ar Is, 13" ir I (TOP) — I ,-,. OR LEW -45 TO �65' -" I Ll 13* 1 Ir is, 13, i 13' IS Ir it 1/2' I (10p) 51-ir OR LESS 13, 13' Ill 13' I;r I is, tar "', 13" Ir � Is,- 13' la- T -(wmm) is, j Ir 13, is* I:r - 13" Ir 11 1/2' 1 (BOTTOM) ir 1Y Is- W Ir Ir Is- 137 Is- Is' I r �K';" 13' 13* 2 (w) Ir 1 lar 13" is" ir Is. 'Ln- 11 -1 -/w L(iw-)- , 13, Ist, 13, is, 13, - 1 ,a- 157- Ir -i-37 -W OTTOM) - w 13, 1. 13, � Ir Ir ir it t/2,12 (BOTTOM) -.!r Ir Ir Ir , - ir I.- .- Is- 1 tr Ir � it Ir 3 (tOPI 13, 13, I� . 13, 1 IS' ir Is* Is- /1. 11 1/2' 3 (POP) �) -ir- -L'�- 12 1 Ir 12 1/2' ly �--Ile- 5 114e- 12 1 /V ,i v, 12 1/21 . - i - 6 1/4" a ve a (BOTTOM) - - 12 'Ir,12 1/2- 12 I,/2' - - 6 1/4' 6 111V 3 (BOTTOM) r r r Ir Ir w 1. w r 1. � a- 7 1/2'.4 (TOP) 0- 5 1/2", j I 1* B" W 7 1/2' O' 6* a. 51 A (IOP) r - - --= e , s' - - 4 180TIOtho 0 - "' e - . St. - v - - -- 4 (wrW -- - ir -!:- 13, -- is' ---!:- 13, - IS - tr - is, . Ir - W --E-- Ist" - ir �-fiw)-- �- 13" -,iF- ��,U 73-- --CE � I lo Ir ;M, 1 - is, - I, Ir Ir -w- - tr 13' -- is- -- 11 t/2'5 - (TOP) -i3 13" - ,a. - -Is---- '7- --�3 -- 13' 13' --;Z-- —Ia- - --ck- k3 . 13 . Ir a mmm) 13' 1 Is- Ir I l;-- - Ir Is" kla IS- IY 13- W 11 Iltr 5 (BOTTOM) s - " I' W 13' la- Ir -- Ir ir Ir 13, a (TOP) Is- 'a. Ir 1.3, is, 13* tr 11 13, . Is- Ir Ir I I I/V a (TOP) - �:- � a 1/4- 5 1/4� 114 - i l1C - i Ile - - - 5 1/0 4 I/Ofii (WIT.4.). - - 6 T/4' 6 1 6 I/A, -7�'$T- 6 I/,V -1/2' - - - - s i/r, s i/4' It Ceorr.-)_ 1XI 1. ly 'I It I/ .- �' to 1/2, Ir 7' ur 7r 7 1/2 - 5 i/2 Ir it 'Ir I 'mp) W-6, TO 14'-.V I I - ir --- -- Or 'r , "�4' 7 r 17 =172- KIZE Kl:/:;:r: 1 Ir 5 11ril (TOP) >V-r To u- I I - 1Y 1_ 7* - Ir � 3- ,a_ - - -- 9 1/2 ir 9 1/2 10 1/2 1 112 '- Is' e - t (BOTION) -------.- ir 1 1/2' ir Is, Ir 10, Ir 1w it* a, Ir It 1/2, I mo is I S' Is' � 0 i/2' --!L- 13' 7' I_r 1` 7 1/2 5 1/2 Is- 4 i/2* 2 (TOP) 13, '. Ir i 13, Ir 8 llr IY 8 11r S 1/2' 6 1/2* 13' 5 1/2' 2 (TOP) '" Ir i ' 7' 13" , . 13, Ir 9 I/ L 2 1/2 to I/ 2 7 1/2 13' 6 11r 2 J9017061) - , ,/-- _LrA - -1--r - -I.-, -Lo:- -I':- S, - 'r --- a i/r - :z (Surrum) 137- - ' r 13rr 13' t jr 9 0 -i3:- Ir 0 1/2 10 1/2 7 1/2 W 6 1/2* 3 RP) Ir 7 1/2^ 13' 1 13* 13' to* ly to' It' a, 13" 6 Ijr - 3 (TOP) - - 12 1/2' I Lz-'elfi I/ s IL4� - I - -- ±-,/-,^ !-'-/�: 3 LEATTow '�'- - - . 12 1/2 12 1/2 � !-,/-4' i/4112 L- I/2112 -- 1/2* - 'i - - _ - KIZ+f T 1/4' -7 -' i (BOTTOM) 7* k� r - B- 5 1/2 'F 7- p 1/0 -112*11iEv ar 4' 7 1/2- 3- & 1/2' r 4 (TOP) 71/2r- Ilr . y, 6, I 6. r e : -= F i- e -- Ile -- �i IPI - 6 1/2' - - 4 - - '. - -- -. 8'. I - w - I 7 1/2' , . -- - 4 (BOTTOM) 117 - w 1 -- S- I 1/2-1 ! - 7 1/7. - 4 (BOTTOM), ir r '. - ir 13' ,§ - IL is- 9 1/2' 10 1/2' 7 11VI 13' 1 V 15 (TOP) is' "' a 'Ir is* 13, 'r 'o' - Is i. 'i I I . 13* 6 1/2' 5 (TOP) is, 19! i/22'- ___4T_ 13. 9 le , I rl Is. 14 A/T15 cwmm)l is, , a 11r fjT13"I. - .,,—,,- g" Ir *50MOMA I 05 1/2* 13" -r- S' -!-r- IV - Y2 Ir I- Tr I' 7 1/2'15 I1r I I Y 14 1/2'10 (TOP) ir ar. Is. :r jl�le$ a I/ IX Ti/t is* I 5 I - 11.1 'I 0*js .*16 144 (BOTT.- =" � - :6 1/4� & �Ile 6 1 4�1 l/wIs I/r a (wr..-) SEE SHEET 11 M AN040FA IYK A, SPACING TOR RWALLAMINS 010 OM Fit" VAMM . WMMOM ANONOR = AND PM MUM EDGE DWANCE WE NOCAM ON.THIS SCHMAL KO E.D. LESS THAN. 09grATED ON SCHEDULE REDUCE ANCHOR SPACM BY MULTIPLYING VACWO SHOW ON SCHEDULE By of m1ofto FACTOM FOR THIS OPWATIDN TO K POSSAIAL $11DIVED SPACING OUTAIMED L04 FACtQR SHALL AiM BE LESS THIN ANAKAV SPACING WWXM FOR EACH ANDION TYPE ON THIS SCHEDIAL Plea - 4 JNCHO1m vf�mmu-s" -mt-- 4 f -AIg/MAo,*w - -- --4±-, -, ""-"'",- - , -- mmmum ANOW smm C-) 3 -liw. 3 3 a ,r 11/2 Aimmum 1 3 ,A- 31 A 3 t/2 3 1 �) M.") .0 9 3 3 I/r 1 . ,IY & i/S 1 3 ,/r 4 xm w" MWICE Lmj FACTOR I I/r - - - - -- - -- 2 ,/r �- -- - - - ----- :1- I--,---- I-- - ----- -�- =-- - --------7i �-- '-- - - SPACINGS ONLY VALID WHEN SPACER 8 IS USED. SCE MAX. AS,D, &.7" DESIGN LOADS _& WX PANEL I ENG] WHEN SPACER rG I I TAILL #1 a AJ%O. DESIGN )LOAD MAXIMUM PANEL LENGTH 41D PSF OR LESS V-'. > 40 PSF TO 50 PSF 1'-2- E>5. -PSF TO 80 PSF 51-10, I - A MAX. PAWL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W1 SOLID SET ANC14ORS & W/ g'SPACER AT 12 1/2* O.C. ---"-- --,--,--.._....._,_....,.._._..-..__....__.-..._.._,.__.ANCHORS (SEE SECTIONS & ALTOMNATIVES ON SHEETS 13, 14. 15 &1$5----_"'-'-L-.'----.---.-----.._ o D.M .- , I i I � 3' MAX, _JR1A/13, R-2A/13, R-3A/14, R-113/13. R-20/13, R-38/14, Y MAX. t I' MIN. I 11- R-1AW/1!il R-2AW/15, R-UW/15. R-113W/15. R-2BW/1.% R-3BW/18. 't, "'. . ; - ((� , -- 3 .r 4 ) () I i�-�,�----�-----��-,---- I'.---,..__-.� ' --I.�--.,.- -'------- t-- -------'-� ----._.---__--_.i..._.. I � �i , 0 I 1 0 0 0 0 0 � , " .1L L � ----T--- ---I ---- --- I I I i I i I i ! i ! k, i I I I � 2'11� I I I ! � � � � 1 : ; E I L I i ; 1, I L � i I �."� k I I I � . � , ; 1 14 1 1 L/2 I I � i 1 t I . I i 'I � I i � t 'StS BOLTS w I i I [ : t : � I , i -I� I � � 1/4"O-200" i . � . t I i i MAIL I (USE FOR PANEL LEN" 7 1 I 1 � �" 1 � w � 1 (1) 1 � , � , : OVER 71-0*) : PANEL LENGTH : i : 1 c t I I I i . '� : . : e-8' 0 +40.0. � I ; REGULAR STORM PANEL � -40.0 PAIL REGULAR STORM PANEL ' i I . ; , , , r w OVERLAP AND PANEL LENGTH SM � ---- i ---- r� - - 1, -- : - 1---" , - . - - - - --i-r- i I -e� I - ; , . i ------------------ � . I I - 1 LIE SAFETY STORM PANEL. 1 , , L � 7'-O* 0 46O.O. -54,0 PAf' -L � � � I -" i 1 ! I .4 1 i � ! � I � � I ' ' i � I : � � I � 1 � � 4"! i � � (W/O OVERLAP wo PANEL LEN&M BOLT) 1 , , , -1 , 111-1 �" 1 "M . - �-- .1- _� � , ! 1. 1. - - � --- ,- -- - - , � ---- - 11� � -1 �.' . . 1-1 - - i V I V!, , --- -- "-- - .1 I 1 17 - 1 7. - -r - - ---- -1 - --- - I I - � I tr -, --!- --- '-- � ' - -- � " -- 7 I � , 1 . I v I I I ! � , ' I' "L I - i I j , : A ; USE T-11' MAIL PANEL WOM 11 -, 1/4-0-2NI � � . I- --- I . � ". - - - � - -1 i . -01-, t - - ; ------- � - - - -, I � i AT ALL MOUNTINGS ` � � - �� LEE / S'S' - BOLTS W'0 , I , ; i ; ! � "! � '��' 'k, t - z AT EA. OVERIA, , I ; ! � L� E"'- 1� � , � , I I I I I � , I- I I I "r; 1 1 I '� I 7 iI � L- , �'; � , . t �]_�__- _ - --- - - -, .."", " -� li' q - - - 1 $ i. ---. - ---,.I:_ -- 7- * , ,-- I I I I � 7 , . L/2 j I I I - , , I I I ; — ---------7' ----'-----T � ' � I , t i I 1 i � I 5 I i � I � I ;�-- , I �_. I " I � t � I t'- I I I I . � I , � I � � I � I I... . 't - � -1 1 � � - - " - � ! ' ��'-: --l- -1 -::L1 - --,-,-, j - -�-"L �---- I I -------- t �111.1--�--,-.--��-�-�-----�t-�---"�-,-- - � I -- �f I - 7 , -�" ' - - - �-------r-- --i � - , � I r � � : � , � I I � � I � � i � i e . I � --- �� ------ -�-'�-!�----- � � 1-1�-�---��,---,---"----�'----� �. 1 ; ' ' , - �� -" I � I I � ------- -k&din-y-§Ag-- � I -- I , , � 4 1 .� g , 1 4 L � 7 ' � � I 1 - �--- TM*N 0 LIFE SAFM--,' i I . . I : I � ; . c ' L ; PANEL BOTTOM CORNERS : I I 0 � ''I � - W - mm"(�)� 9 � ... .. j I - I '1! , I I � I . -- I --- -1--i - , -i - -OVERLAP i 'it , or � - - - WIND NUT AT rE EXTER19R [___"NO NUT AT � � - ; - ly-ma LEFT PANEL RIGHT PANE , t INSTALLATIONS ONLY VALID FOR WIND r I I I�R-IAW/15, : I' MIN, R-IA/131� R-W113, R-3A/14. R-118/13� R-28/13. R38/K I. I SPEED UP TO i7b rn.p.h. : R-20/15, R-3AW/16. R-11RA'A R-213W/15, R-38W/16. � �-- ----- -ANCHOK5 (SEE S,ECTONS & ALTERWATWO 0 SHEETS 13, 14, 15 Iftg)-- - -. '-'----"'----"-r ... ,.- i/4MAX, GAP ! I LIFE SAFETY STORM ANEL d) ELEY&T-10 (t) ii SCALE 1/4"-l' � I t--(i) REGULAR 21w" REGULAR � STORM PANEL -u - - , OAK OARAP -1 WHOLE VNLUTO � I I STOW PMEL ! 7 ww�7 '%jit"i"kh"'16 ------ = I ��=zt=��wz--------- I 4 - �� _'_------------- - I .1 , ?I '. ........ I . I......... I . .. �y I,- --. vic ....... I I - I, I . .. .,. lr - � � , .:Ps , I - 1. - ' LIFE:* SAFETY PANEL = 4';* . = FLORIDA BUILDING CODE (Mort High Velocity NUT Icons Zone) I '. m , , , - FA * � EXIEM .-.�4.'RI0I' .' ." 24 GAGE GALVANIZED STEEL STORM PAWL DIMAN w ** ...... ; -- "I GLOBAL PROTECT11 LLC 07n,120" - - 11LIEC 0 mg. ON PRODUCTS, . . 4 A-A4" sm. 5 OrRm SCALE 1/4'-I" IQV6� 1w.w, J RG"e"ne"D v". ,HOW AWC I'L 13a,14 `,.. & ot =iv _ I04RU-7515, FAX: (115.)NO-1117? 20-175 1 k-Im Pa. SEAL/90KITURIVDATE �DRA-Ki � wum ODWIO -- . A au'r 'wW px SHEET 12 OF to I am !2=�'- - I - � 1, I INSTALLATION DETAIL FOB LIFE SAFETY EANEL n1 INTO WOOD , , � - '- • " f � t I -"", �' I ��'� * �i � - � - WOOD HEADER .1 11� I ' WOO)a HEADER - ---- I , � '-:f�::-' 11 - .-I-"- � � - I , '.' I �--' 1. -----�- 11 � -RE'L"' � I REQUIRED - -7 -9mg- -w.rm I - �� I i - - 11 , � -- � � t � �� , -F- '/,*# TAPCT! /I I AP."- . i, ,,, � I , ' � � !", " \ I V , - - k I '� I '� I 1 _ Z11.TAPC1'0 .'C� . � , V4'0 TAPCO! I" �'� " I 4 T� � . . V�vl �%' " It I 11, � �. T.'.',T,P.C,IVM .. � I t�� ' , - ! '� I I . I I f "', "� � 1' , i I � � f � ' � , � � I. 11, � , � , . I , , t � � [ 4 , 1 -4 ' * ! � , P � 11 � I � I I � 11 'f � , ; I -, --(�) 111 U I - ';,",e . v �i I -w !I.j . i E � , 114- /11 \ /2' k 11/4' "/71 / ' �.', : A 1 %14- /I I - mm� � / ' [1 -': " ' I �� I r . I .1� 2 , " /j,", 11' 1 � I lirI- t I AiI ' "' � � . I T I / 4 " Ill -"'� � ,� ' I , I $ , NH, ' 1, ��, I I -- ---- � � , �� i, / l � I � , I I min, I I I " f - , �' , I � , 7 , � I , , i "� � , t� � , 'j I I I I I i 1 � I � � I I I , I , �� , I �� I I I - I , - - I 11 I � - - I . 11 I z I I � :to I i . 11 ; I 61 --A@ I 7 I I � I I &I I I 11 I I i I 11 i 'I- - - - - '.E:e� i I 46�*-�wll � I - - I ��'� �- �-vi -� - � ' - ' IN " 11 I --l,h,' 1- 4� � Al4 " . - Lt I - I ; " 11 ; , I ,r I / I I I Y-1� .n.1.1v � -..tlql , - -- - - AT . 1.01, i , zw4- - ,A.A-A � � llftr � I -4� '�,..':_ 1 M'mi " ! - I .- = -11=41 i! 0 � i I ..... .. �'�' � i I—- -- .2-i 't, It --r.- - ' - I 0 1 WW" ..' I �-- -- I I ii s. ' " j I I -V MAX I : p - ILI W a=q- -- � I - PANEL LENGTH it - � I --1 9--- �- �� ,' -- T �� - - -- � ph - I - - - --l 1. a 1. r (SEE FIVATION 11 I . mr--t- 1 (- - :i LENGTH 4 ON SHEET 12) It ' PANEL LENGTH q n t � AL-=-- - 1 ISEE " ON SHEET 12) - ELLVATICIN -�--'f 1z .&AINON � � � -r- : it - ON SHEET 12) 1 F-- a, += . - SHEET 12) 0 i I ; � 9 I . 0 I' M, 01 4 - -j : .-� ---r-- - - -0 I lk� - � - .- -T-1 1 I- - � 11 -.03 1 1 � � If`- SEPARATION .-, I -(J) � I- Z-. f i I -- � 0i v I* m1a. i L/2 ; a --SEPARATION- I 9 - I 11 TO CLASS. GLASS, I . � it I i 0--S-1- . ! '. � 1� I I 11 10 GLASS. -1 I 41-(�) 6 � I I L/2 � 1111 ' I . I I ,-----A i �- .- � i L I I I I ; � � .. �' -, - @ 4- f, f I-- -, I I , - � � - I ED. . i to r-- � � : 6. - - - � ' -- 1 I I � - ' ii :7 i 11: 1. 1 � 1 'L - " I [ �-� - I & - -- - - L111 I � k. - ' � - - --- ---- I ED 'n' 4 Era " ' - I �V ' I , . 11 I , , -j--'A I , I - ' - A IQ. I" " t .. - , I 1 zl� I i I � i ,I 1 0011 � I ---- i t I �' '� � ' I1.:� �Ir ' �t W" k ' I ,NBA -1 I I rL C L I , , I I 11 4 ! , _2*W wom -I , � f P - I ! � !, il _q) '� -4) P. t- � -t �h I 1 t� 1, i REQUIRED " � � � � tt m ' � I k , p � ' � � 1 ; ,�� -0 TAPCON �' - ' , - -"P�o � I m . , -': i --j - IS I.- D.C. IQ-T; Wolp- ; , i I I - _1/4 � - _1/4-0 TAPCON I I � � f ANCHOR 0 91 O'r- IZI. " � � . t, I -. I � �! _ 7/4'0 TAPOON I I STAGGERED W/ SIUD � I = q./GC6D 11 - 1 111� \ � � ! !" �11 -1 REQUIRED I -ANCHOR r I I , 1, a 9" O.C. ]� � it I , I 11, � � � ' ' i �' I � I i I , � 11 t � 1 L � _ s, f 4 WOW i I � [1 , �. -- -- � - � �' _ L I ka.� '� I -_ , � � , - , -1 ., - REQUIRED '� I j - -- -- -41 i t 1 -",-' --'- k - -- in -1 REWIRED I 1 , I & R-1 LIFE -1 OWLL R- -is HE MAR EME-S An'ENSE"TY EAH'-' &MALMAR PANELS OALL'Jfpsma"m &LOWNG Im"Isgi WALL MOUNTINGS 0, SCALE 3i/8-i" 'a'O�F:77'�q:' , ' ... � .. EN `-1.150. %, FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) Nm Alfr4r, " "' 1911= INC. FYI r ' ?A GALVANIZED , ; = 24 GAGE GA NIZED STEEL STORM PANEL 1, INSTALLATION ARE ONLY VALID FOR &&D. DESIGN . ,44167 -. OWN ft - I **z . , PRESSURE RATINGS jpAND PANES. LENGTHS AS !*. If . . - - SHEET 1z !� �a'- S -, GLOBAL PROTECTION PRODUCM LLC. """" PER ELEVATION ONrAwn 0 : ':� 11LIECOirs - DITE, 1 4m tit at STOW - 2. FOR *V WOOD FRAME CONSTRUCTION: WOOD S .�R%. .. ." li� I n. 33314 MEMBERS 0 BE SOUTHERN PINE No 2. W/ SPECIFIC . " .00 '. M-- T ... - ,.;. 0 PHORM ")W�?VA PAY' (1154)9�1 20-175 ,,*,,:,* DENSITY OF 0.55 OR EQUAL I—. - ' CA-0006710 -.1 - 1-1 OWNING Na:it 'IV 4 =04%G"A"A""rx", WAITER . "Lut .1r,092 Pt" sow 15 or to . am UL It 1 I MAXIMUM. Afg.D. DESIGN PRESSURE UTINQ (1a.16f.) AND CORRESPONDING MAXIMUM ANCHQR MGM SCHENLE EQR REOLAR ISTORM EMEL111831AILOONS 110 RETE & COGRETE BLQCK SBUCIUM NAL10 ONLY FOR PANEL (D iNSTAL.LATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAIL At", DESIGN PRESSURE RATING (P-J) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SOKEDULE BELOW * - - -- AM CABLE TO III . . 46 1 M"" I mr L (I,,) I MiX, A,S,Q. DESIGN PRESSURE RATING -�ML MAXIMUM ANCHORS SPACING FOR MEN ". PER SCHEDULE BELOW * - ~WILE TO SECIAM & MAXIMUM PANEL LENGTH .L. (it) - TAPWN SOLID -SET PANELAIKIE 10 �,ANEUNADE� - I - ---iAMAG- ALNUN I U"-Iw TAPCON SOLID -SET PANELAIATE FEMALE 10 PAMELMATE - ZAMAC-MALUN CAM- i - . MTO x ak 'it . 5& wam I m To to CURCItm am w GO'gam . .kq.N.m To m 0 ta� WWKI " OF THU To = 3k To m E & To to To ommm To W.N"Q�w — To CNCFM I Ock, COMBINATION OF Ten, >.65, -SS +,,,7-,. I - ly it- -77- is- 13" ". 1 '. 13, ir 12' 13 . to . I (mp) W-61' OR LESS >�75, -75 To +t1g.-II16 --I ". 51 Ir 10 1/2' 13, to 17F ly _ 6 1/2' 7 1/27 1 1/2" Is' 4 112- 1 (TOP) 11-1. OR LEW - 13" it* Ir is, IV IV "' tw tar Ir 72' Ir to, I (BOTTOM). Is. a i/2* is' TF- 13* v is' O" 10, -1 7 112" tr -T3 r -i- I (BOTTOM) Ir --- - IF 7- i`3 E =3 1" � , - IS- - --�r - Is. - -Ir -3F- - Va. - r(F09 Ir 51 - is* 0 11r L- 3: --L - 6 1/2' Tr $ iff -i - - 7 Ir - - T 1/2' - '�- -;,3;- 7/2' - 2 (TOP) - Ir -TF- -Ir " ..#,�' -, - I Ir is, Ir ir ir to* 2 (Bumm) .- a- --L- Ir Ir Ir Tws -T37- V-r To 15;'� 11-2 --- 6 Ill* 2 (BOTIOU), 13' - is, it is, • ly is* 12* ". IV 3 Cw) Is- 1. ". 13, is- S I1r Is- F 9 FIV I- 0 IIV 7 Ile Ir e 3 MP) --- - - 12 I/Z 1,, w ,` v. - it v. 1',` w '� 'Ir - - 6 I/4� 6 11'r T(WVMI - - I? 1/2 '12 i/2- 0 1/4- 6 1/r i2 1/2' 6 11,V - - - - . ,,, � - (BOTTOM) 9" V+-�E--- , ': O' a. 8* is 1/2' I � r - �_1/2� 1 MP) 7' 1 Y r 5 1/2' - - 7* -aF 3 1/'d' Ir - 4' - - 4 1/2' --- I" -- 6 Ilr 2 1/2' --- 4 CTOP) ---- - --�: - - 6- . - Et* I ir . ---jL . - __.!: W - (BOTTOM) '. - a W - --- - F - ----/2' a 1/2. - 71 - A (BOTTOM) -!� - � Is- -- I ". it' 13. , 13, 13" 13' is- 13, 'r -.K-- is, - 12" - is. - to* � ITOP) -- 63f -j-a;- i- i/iF vi� -T37- ir -'W- is- ---- r ir --!L- --Lo- 7 1 13' S' T5F i- J-- - 1 3�- -I-,-:,- . 13, 13* Ir - 3. 13, - Ir I r is 10 - � (son"Ot -'-1;7- IF 9 t/2' Ir 9 ilr 10 4/2" I -�- 7 1/2' - Is- --T.- Ir -i It (BOTMU) -- 13, - it' 11. -- 13. Is- 1-" li�- 13' - --ill - ly 13' m -I =3 Is- -iz- 12. Is. to- - (TOP) W 5. 13, IQ 1/2, Is, a lIr 13, - 6172 i /2 VI?F - - /2 6 CWJ - - - 6 111V; - 0 4' 0 T/ - - - i �/*- i - -- - - - - -- - 5 1/4� 6 t/4- II (8071��-) - - 0 11C 6 Ile 5 1/4' a 1/4' 0 1/4* a !/*" - - a 1/4- a Ile 6 (WIT-) — 11' -- - 7-1 2, 777 1727 77 7 7� .5 — IV -1/4- to, 13. 13* 70, I,* a. ir 6 1/2',_ T —(Tw -- W-e` To 81--o* 11 11 is* $';i�l 2 .:2-2 — I IF F 177 IF a W 7 1/�- $ AIr - Ir 4 I/a' I (TOP) _0 - t's, To 7 1-5. I I -�TTF- -1 177r- Is- IV 13' 11) 1/2* 13" 10 1/2'11 11r a' Ir r I (VOTTOM) 13* --- it '; . is: Is' 13, a' Is' a- 2-0*1 13, 0, I (SOTTOM)i L 13. 7 'Ir �. ly 13' 1 Ir 10' ly 10, - - .- 13' a 112" 2 (w) Is, 51 13' '10 I/V, Is" 6 1/2" ' is' 5 I/ ! i -to' 7 1/2' 15 1/1' Is- 4 1/2- 2 (TOP) -2LJ4 13, , . - 17 lIr 13, is* - 1 13* LO 1/2' " - - is' - 10 1/2'1, ';' '� '. Is- r 2 (BOTTOM) - Ir 7' ". 1 IS' 9 lir Ir . 1/2' 10 1/2" 7 1/2* Ir _ 6 1/2' _ 2 (BOTTOM) 13. 1 I/r Is- 11 Is- 11 Ir ID 1/2' *- 10 1/2-11 I/rI 4. -- IF- - r 3 M) Ir 7' ---13* Ar 'r is, 9 Ilr Ir 0 7/2" to q21 7 Ilr -= Ir - E L (H)�) - - - 6-' '-.�-- -- a i/4* a 1/47 12 I/2*,'i-'7-4' ----I-- 7 TF T TI-e T Few-mm) ---- - - 12 1/2 12 I/r It 1/4- - 0 �/"' - 12 1/2 - a "! -e - -� -17r- -3- TII'V a '/A. 3 (EXOTOW -77/W 3 t1r =!rF-7'Rr- - 7 i/r 4' 8' - 4 1 2 1 S' tA3 1/2* - 7' - "- CRIP) 4 'op 7" '. a- 5 1/2- 7- 3 1/2- g. -- 6 I/r 2 11V !.(TOP) r a" - a. - a" " _ - - r I - 4 (BOTTOM) ", r - a Ilr - '. 1 - r - ' 5 1/2, - r - 4 (WITOM) . 7 1/2 13 . Ir . v 0 1/2' 13" -. =1/2- - a, is" 7- 5 (TOP) m Ir " -- 5 lIr ir ly Ir S- -- I � .. � (LOP) -Is*- w -i-1 -Ir - 13 . a � 1/2' 13" i�'!.'!'! to , ; '/ ,a i� I— - a. 13, 1 7. 5 (BOTTOM) ly 7' 13, - DTMM) 7F- 7 1,F2- - I$- Ijr _E. 13'±1.0 13' 10 1/:ril " - -7/2- ;7- , ir 1 7* 6 (W) 1. Ir -, - - - .. - . ': /' = =1/2 0. I"'_ - . -, - I - .. .- - I - I - - "I I- = - "01T.d ---------- - IRE SHEET 11 FOR ANCHORS "n *!WACJW FOR INGUALL"T's"S ROD WOOD "UNE BULDINDS. . MMMW ANCHOR WAMASS AM INDIAN MOE DISTANCE ARE WICATTO ON THIS SCHEDULIL i'M EDLOS THAN jNQrATW 04 SCHEDULE ROME ANCHOR SKCWG NY ARRIftWOO SIMPING SKRN ON SCHEDULE BY THE FOUDIRMO FXTDAS. File THIS OPENINION TO BE POSS11AX RM= SMOG DWmKD uSM MW SW NOT IN LESS THAN WANIUM SPADING INDAGOID "M EACH VCHOR - ON INS SCHEM" ANCIM TYPE "' I *0 1/4 1/4". 0*0 � -'iA:t �VIACOM - ,L,-w Midawe FmAquEms -PA�� ' - I oiLx-m - ww"m ANCHOR SpAcm u.) 3 ----- - 3 2 tff t? 1/2 w4wmvm Im inwitim (mi 3= 4 3 vr I bWPNU"j at�� 'i 3 , 3 ljr 4 ACIUM, IDGIE C ISIANCE (EA) FACTOR I -- . --- . 1-!!r .±-----�I---� --- --- - - - -- , ---.- 1 iii- - ---- - ..'m --- lw ,------2112- -.-.-. - _....:,tA: Ix --i ACMS -ON& VAUD WWREN SPACER I- SPACINGS IEN SPACER IS USED. SEE IOR MAX.XSD. I DESIGN LOAM & MAX, PANEL WHEN SPACER grIS USED. IAPCO ---- ----- = RED ET�W ? ANCHOR 0 9N-CLC. ' OR CONCRETE am ,I'm REQUIRED. LOA 1/4*0 T, ANCHOR I I.:, � I I 4 - t/4�20,1- � EXISTIJ !� �w . � GLASS WA noel 1 1 LDGIH OAMT-61 i I I I 2'ma, I 6 PANEL LENGTH - � I - - - - - ,� � (SEE ELEVATION min. I i ON SHEET 12) twAlIGN i � i LASS. I � I ; I i I i ff i L/2 t , I , 1 �01 i I ' -- -; 0, I - - I � - . I ur I - ; I IaG - I � I � - , q I ,-'-, - .-� ---:--L�=R 0 9' O.C. t EXISTING POURED CONCRETE DR ICONCRETE BLOCK REWREO. SEQ119N R-1A 0 REGULAR PANELS WALLjOUNIINGS TABLE J1 A AS.O. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 1 "-,. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-16" 6 MAX. PANEL LENGTHS ARE OM_Y VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ (93 SPACER AT 12 1/2- O,C. INTO INSTALLATION DETAILS POURED CONCRETE FOR LIFE _SAFETY OR CONCRETE BLOCK PANELd) STRUCTURES !- POURED 1/4'0 TAPCOk - POURED O.c -` �ICIN EGIEOR ANCHOR 9, ILE— " t- -.5XIST11407 CONCISE -It OR I , I CONCRETE BLOCK I CONCRETE BLOCK . I REQUIRED. ... -- REQUIRED. I , J i/2. 1/4' ii- "- r i 1/2" 1/4' '49-- ---- I I'll I �� 1, . 11, 1- - ; .... -1 -1 111I I . � .... . 0 -�� I � EC' . - �111 t ! I I ! . I , I ") Y'� � . -- - , I 1 - T I 411 - . -- I (j) Min. I 0 ; 'PA W I i it I E, 1" '0 GI.Amt ' �'.. J� t � -' - - -�� twp r I � 1. I I � p / . I � I" - ' I MAX. I'll, - . 9- -- � I - 9 6* PANEL LENGTH ; (SEE El"ATION 11 ON SHEET 12) D 11 i i : I .1 - 0 -------- -..-- -- ----T I � t : I � t . i 'Itj,/ ��/� I . (D jf' � LD.* I'll 't I 4 �i- ; --- @ . - all V7 or. ! . � L' ; I . � I I I I : � . /7", --� , L . 114*0 T,-- I ANCHOR 0 O' 0 C I D CONCRETE OR -WETEP"DUROCOX REQUIRED. $2 Liviak"N" .--- Sm SHOM to A 14 FOR ANCHmM 111F001` TYPE it SPACING FOR ViSTAIIA'AWID kad" he"OR Noe" 00 3 "Go" '"A"S' EALOR SPACOAU's"s ~11 ANCHOR AND UNa" ."""""'e' cii� GeV 3 roo" DWASM ARE I= ON THIS SCHEDULE MR to. 71. MOICATOD ON SCHEDULE REDUCE ANCHOR SPACING i -t-0-0. N. ) *w 3 By MLjLnpLW'iG SWING SHIM ON1 SCNEGVLE By IIW rVALLOWING FACTORS MULL an amew OW FACION '.. — _ I t.L2,* _ I— - L___.______ 2 1/2, M35 - - -, Get F04 THIS OpMTKIN TO BE PMMUL, RIDLM SPACING WANED USING FACTOR, SHKA. Not BE LESS TRW ___ -T ---- -- ---I-.-- - --- iv 10"11" SIACNAG WWATED FOR UCH ANCHOR rrpE ON THIS ScHEDUU`- I--- �-� 'it. - wip. L" I' W.. 14*1-� , ;M011 - . , G� _ z ME FUR I'M I 4 Nm 00 7-n 6 I I 1 .v 1,.LL, 0 1 PANEL LrNmN 61---- � (SEE ELEVATION 0 � ON SHEET I2) It I q i II I � 0 1 -- 01 I -- ff- L/2 pr, � '3) ? t , I . 6 1.e . I I I I i .1 1. 1 - . ....... I i' ED % I L. - = ks. ED, 7 -- 1,141. ='%C' I EXm"NG POURED CONCRETE ON dONCRETE BLOCK REOURED. SECTION 8-2A 2 REGULAR PANELS WALL MOUNTINGS Wit"I"', - SCALE 3/8-1* . - a 'I - 1/4'0 TAPCCFN I ANCHOR 0 9`D.C. i EXISTING POURED CONCRETE OR -'Ct*XRM BLOCK REQUIRED, M%VR0 LEPANEL BUILDING - ..... INSTALLATION DETAILS FOR UFE SAFETY PANEL55 INTO WOOD ES �' '' - i- ----vt�- -1, - � -- ; I i , , , I I �j �", --,- - 1 �1 WOOD HEADER . I e I i - WOOD HEADER -, ;' - REQUIRED "' ->-- -- d "REQUIRED ' b 1/4-0 TAPCON. I m 1� i , , - �y I t' I -g t I I ; �In f �i - -- . . Q.G. - , 9 Ole, - , � I , � " � I � �' /P I ! !i I IT � �! , [4 � i . I 11 � ma� � = Y-1 I , '4 �' , I 1/4" 1 ' ,, I 87 �� - 1-:r I - d I'll "I/4 1 ' I I I ,I .YANG...-`--` � . YA� " 1. W&- -- ,,,, � I ; '. ,,, I 11 . ', I " i � I � � -, I �� 11 � I I 11 i I I I , [ii� ii 1 co I .1 ! -- I I In (�) I 4- I H � I /' i Emntgj I I ' " is e 9 � - - �- ! 14 - . GLASS '�r oa�o 1, U-SIN , - t -4 1 ,,,, : 11 I . 'I, zz -, GLASS : 11 I ii I =.1=a'.n A 1M., , ' "Ll Mo, a- ---f. -, � PANEL LENGTH ii PANEL LENGTH ff`= � - 6 (SEE ELEVATION a ; (SEE ELEVATION L-_-i_.__) I I j ON SHEET 12) --4---- ---- . ON SHEET 12) ,a � -- t a It I I i I 0 I' Mia. I r ��;--- 111— : •I � r-`11-p&T1r-- I&VT i -0 k — �' I' W. I — �� [ � I III I : ik--SEPA0A1lON-- : " I 0 GLASS. 1 i. � It t I loct 117 = i ' '. . � - - ... ! j �' - 11 1 $ � I: - - � -11 ,.--.I Q. I - I------j L- t� - , i PLATE WOOQ -- �� P2L-A.4TE- WOO-D �� REOUIRED 0REQUIRED 1 I9 1' '1 PAREIMATE PLUS - "/0PTM11E .6'/P�L._NCNOR * 12 1/2' O.0 � ,. III -.I I I L0 "001 OLL MPUNTINGS e, 9, P, 71k,"j"Nz '"' .. /"" N. SCALE 3/8-1. (011R' I ' \ , .'•%EE4--.�� I -. - a - No. 44167 1. 1 FLORIDABUILDING CODE (Non Nh Velocity Hu cone Zone)j = *: r . * .2100 TiLMDOO. W, 24 GAGE GALVANIZED STEEL STORM PANEL I'. - i. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. 1-$, STATE OF :- 4 OAAAD, s" . ;w ---- . 1-11, % R '� V — / TIME C —0—mr. \ GLOBAL PROTECTION PRODUCTS. U.C. ' DESIGN PRESSURE RATINGS (PA. f) AND PANEL N' - ,--Zo -tIC� - - ..... I - -- , POL, LENGTHS AS PER ELEVATION ON SHEET 12,, - - "-,x " 5, Sixim 1C V; 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ON�� OWL '/-",L� TRAJT TmNQ & to &A" OWL R =11 -- ��-=mmm 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC imlim'44101"' X / W�--. - P-ON'L ("4)ua-7-8. - ("a'Ame-am DENSITY OF 0.55 OR EQUAL P L WA19G*T1JRE4UTE cA`OOwI1 n - I-.! - - Oftimma - tM, OL Tun 4'.. PL rL% . _ 0 -6- Q) (D - = C- U) -0 -Fu > (3) r- " 0 L- (L) L- 0- 0 -0 0 L- C M -0 0- . .— CM -6A b -a) �-I.-, a) = Q) =:3 -0 0-2--0 CU 0 - m '- = L- L- L- — (1) " .0 %%j LL- U — M > . (n CD i - 0L . C- F U) m -c O Z . C= — M -4--1 U) C)- < Lu 2i < z z < __j 0L SHEET NO. SH 1.4 EZ1/18' EP1 W/1 B ANCHORS SECTION EZI & ALYMAAT'ME EZiW ON SHEET i• Mtn.1 Min.- -h0(SEE NOTE 2)-0IiN/0 i 'l'J(SEE NarE z) �15 pYd f/2 - !aw RI .LLL3S31HVu M1�4 ROSY PANEtf� TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE i/2" C O a C D O ( f ;' o O a - -�---7 PROVIDED W/% REAf? HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE STRUCTURE, .� 4 + OF �> I� ` 1 I AT 2 PER NQJU J11- mi . "T-T'"'fi' -rr.__.x--r--r-T_-r`rT_-s-r..-. --.. .�--,.._r...-.rr.-r_ ._ ., _.•.. Oy t. 2fl00: E-Z HANG STORM PANEL SYSTEM jj '�'''!� 7 7 M T .f...�._T r! (ENO PANEL) I (INTERIOR PANEL) tINTERIOR PANEL) f f (II1fiENtDR PANEL) i. (END PANEL) j CONSISTING OF PANEL t Cont. TRACKS FOP &BOTTOM. SEE NOTES 2, 3, d p ! t 'SEE NOTES 2, ,xr END PANELS SHALL ALWP,� BE CONNECTED TO BOTTOM TRUCK I OTHERWISE A STOP BARt SHALL 6E PROVIDED, AT TOP OF SUCH } PANEL LENG`f1'f PANELS. t4l)" (S). IF ti:NO PANES ARE CONNECTED TO BOTTOM TRACK, CONNECTION `rf6"PxJ,j.3i` _� P SHALL, CONSIST OF 1/4"e1 M.S. W/ WING PANELS W/ 9/4e-TDx1"? NUT OR i/4"eA3f4° Min. THUMBSCREW INTO TAPPED BOTTOM „(SILTED I i f11 i I I sS. BaLTS wig m FA cn'ERRAp TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (SEE SECTIONS AS APPLICABLE) I EXTERIOR FIAT FLANGES OF END PANILL. -" sox � ' Dr "L' : {4). IN CASE THAT END TONERS ARE NOT CONNECTED TO BOTTOM __ <:S T_i .�_F I_.1_1..._�__i _I...11-1. i.._1 1 1.'._ _.'.._ .. ,- (} _ F .. i _I_.3 _ _ .._ _. _ MAN ',. TRACK ILA, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO I �.i i...I __'_i ' `1I PANELS SHALL BE CONNECTED TO BOTTOM mRACX USING SPECS I i '(�T---t- INDICATED ON NOTE {3j ALIVE IN SUCH CASE, CONNECTION OF JJ_LE,.JJ_LLJJIILJJ-L�LJJ1!_LJ_1.::. L1J11LJJ�LLJ-j1),I,LJJ_LiJJ ___!_ _.l PANES 7O f3QTTOM TRACK ACMOCCUR A7 ANY PANEL LOCATION. � SEE NOTE 4 l tan •y'H„/a'r2� ,SEE 7' IN, 1' INSTALLATIONS ONLY VALID FOR WIND MOT'- Te's"' `i NOTE 3 ANCI4 ORS SPEED UP TO 170 rn p.h: SECTION E21 k ALTERNATIVE E21W ON SHEET TO)___..-.-. EZI /16, EZiW/18 f TYPICAL I '_ ANG STORM PANEL 1 4 'SCALE. 3/32g=I" '"'•` 2.641`(MN, OMAP MRh,. GAP f i 1/4" uAx. GAP SECTION A -A ri"""�, �,,,1fHR SALE: 3/32"r t" �vy7 ti� tj/r rr Q' EN '';f';S FLORIDA BUILDING CODE Non High Velocity Hu cane Zone) mmD larrm wc. 24 GAGE GALVANIZED STEEL STORM PANEL F'" _ o. 44167 *_ �� 1 1 i. '��r STATE 0 11 it E C O ,etc�Al PROTECT(UH PRODUCTS, U.C. VOTE,'° ±r�,•., h 6I "Rat" 3RW S.M. y+, �y al.Yt. ri. ka 34! M®IM BN'prC h 311M W r4 }"R %! A GEj M1V�` . '' �3 .}S'..," Wm t m Beau: iear}tse-Tins, ra, InsgNro-sraT 20-t75 �� G-G706T14 an we bwrtls YM h alFwM ORPA'3.'a §p:. l� & F 6a 3T-Igr .w ,a4lfaif,>RF/aI3E 01, Initi NFf4 wALT1R k T1AR 1r., P.E Exf11 Ft 01 !; 8 ddftv ENGINEERING ENwNEERINt3 EXPRESS@ PRODUCT EVALUATION REPORT September 1S, 2020 A)Fptiaatan Number: 17 I - R2. EX Project Number, 20.31543 Product Manufacturer All American Shutters and Glass ManufaeturerAdilreas 1540 Ronne Road West Palm Beach, FL 33449 Product Name & Descnphan! 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Reportts being issued in accordance with the requirements of the Fiodda Department. of Business and Professional Regulation (Florida Building Commission) Rule Chapter 6l G20-3,005, F.A,C., for statewide acceptance per Method l (d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition 2020 d 1s for the a Intended, at least equivalent to that required the Code. ( ) an purpose t q raga 4y Re-evaluelion of this product shaft be required following pertinent Florida 9ulkling coda modifications or revisions. Sut)sitandating Data: . PRODUCT EVALUATION DOCU ENTS EX drawing 420-31543gtad 24ga Galvanized Steel Storm Panels (HVHZ 8 Non4iVHZ)' sheets 1-5, prepared by Engineering Express, signed 8 seated by Frank Bennardo, P.E. is an Integral part of ibis Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested in accordance with TAB 202 test standards per Last reports) #BT-ASG-17.001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-f 7-001 by Slackwater Testing, inc, . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality thefollowing design criteria: 1. MolmumAllowebleSpans 2, Minimum Allowable Spa" 3. Mih)mum Glass Separation 4, Anchor Spacing 160SW 1211 AVENUE .$UI TE 106, DEPRFIELD BEACH, FLCtAIOA 33442 (954) 354,0660 1 (86 6) 396-9999 TEAM @ BNGINEERaNGEXPRESS,COM ENGTNEERINGEXPAESS, CON ENGINEERING Page 2 of All .American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 3:3% increase in allowable stress has been used In the design of this product. Separation from glazing is not required for Installations: outside of wind zone 4 and essential facilities. lmtract Resistance.- L. rge Impact Resistance has been demonstrated As evidenced In previously+ Raw test reporhs$ , and )s accounted for to the engineering design at this product. Wind Load Resistance This product has been designed to resist wind bads as indicated in the span schedule(s) on the respective Product Evaluation Document he, engineering drawing), lnstaftaUon This product shall be Installed in strict complience with it3 respective Product Evaluation Document (f,e, anginserirg drawing), along with a0 components noted therein, Product components shall be of the material specified In that product's respective Product Evaluation Document 0m. engineering drawing). Limitations & Conditions of Use: Ilse of thts product shall be In strict accordance with the respective Product Evaluation Document (i.e- engineering dravAng) as noted herein, All supporting host structures shall be designed to Assist attsuperimposad loads and shall be of a' material fisted In this product's respective anchor schedule. Hast structure conditions which are not accounted for in this product's respective anchor schedule shalt be designed foron a sta-specific basis. by a registered professional engineer. Ali components which are permanently Instafled shall be protected against corrosion, contamination, and other such damage at alltfmss,. This product has been designed for use within and outside the High Vetocfly Hurricane Zone (HVHZ). RespecAliy, �T FraAUennatda, ('I ENGINEERING EXPRESSe OPE4046549 I Cori, Autjh, 9885 160 SW 121" AVENUE SUITE 106, DF:ERFTELo BEACH, FLORIDA 33442 ('954) 354-0660 1(866) 396-9999 TEAM 0 E NG I NEE RINGEXPRESS,COM ENGINEERING EXPRESS. CON INSTALLATION r , PDIXtED ,- i ` OR �-^ II' i/k`b TAPCON CONCRETE BLOCK --'` ;+ ANCHOR 0 12' O.C. RcauiREo. I,tfJ 87!1 w - f w I 4 t/4'P TAPCON IAAi" HEX HEAD TEK wR700 HF.rDER � iP �'� 14e1" HEX HEADTEX ANCHOR f 12^ O.O. SC1tEW f 4' FRB,: REQUIRED l t A O 4' FROM v'Ni ,c•-� s .� 2t EDGE OF EDGE OE 1/2^ t 1 1/2= r3 ss. EOLws w R a s r!+• at 1 (a Per Pam. y1... f a °LASS. ,../�4f EXIS:XN(S_ti'�-Ai0 otA' ti Pdp -_IaM pa1P Ell 07,thA,Ss'itE1Gil. ,")MNIRA fq } RIVET I At.iu/,-20.n1 IMAX ,n PANEL LENGTH a• LENGTH m a it-PAoT1EiN"-'t i 11 I' Win: JJ4.�," 4, TO OlA55. - ; 1t'--' "'- i THUMBSCREW WX 'TO CLASS 801i JI OF R _THUMBSCREW DF 1" A f 1 n R �r 1 r _ x 3jz•, 1 T TAPOON ANCHOR f 12' O,C. 1/4"0 TAPOON • �7{ Is"TINO PDUREa 'c_.,_.i ,) 2"A4" woop ANCHOR f 12P OC "'CXr.11 CRT { 5 y I: "RODUI O :.COWWE OLD" ",...6_..... �� §' RE�UtR REQUIRED. WALL �iIII�� jj,L �.��TING SLOOK EZI AL it W SCALE 3/8=1" SCALE 3/8-1- J FLORIDA, BUILDING CODE iNon High Velocity_. Hurricane Zone)] N91 ii MiN. PANEL LENGTH ? g, 441 = >� TnrAea. tee, Fa. 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SHALL- BE 2'-6' �.A ,• : •k 3 24 GAGE GALVANIZED STEER. STORY PANEL oxelrf Ire. PRESSURE RATING +/- 40.0 p.s.f. AND 6'-O` MAX * `--�." m/sr/mm PANEL fENGTH. 5 .• SA^T�AnLEC r : IL C PRaa GLOM PROTECTION PRODUCTS, LLC. a ' +amD sw, P3 xtarrr 2• FOR NEV WOOD FRAME CONSTRUCTION: WOOD 13a FiL� . 8 € "ANT t a� `•' sa.�-.,mq� DAME FL Wi4 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ' •-�y 20-175 J� �, , •• Hvi ' itt Pw , DM lost-e.�r pm : i aH-vg+ Fl1bM: t904)6!a-k9r& P'Nt fp54i5>!Q^&11rr OENSfIY OF 0,55 OR EQUAL, X1 «. ."^*... r"F a.. rB k17rrUaT4Ww 2 ruaE/DATEmaTLR „ e,C.. m 4di$ NilE1 fe W 1E ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORK PANELS (HVHZ & NON-HVHZ) TDP MMNT Lmax (COIVN TYPE-R AS 3TQ'Of (SPAN 5TRUABOVE a N� BblROCTION- dxwO (LOCATION MAY VARY) �y aOTTdM MOUNT (LONN TYPE A5ltt=¢'p) L"', CAN BEL' '. OMON) I56STN PANELS MAY BE71)ETCHEOA5 REQUIRED, PROV?DEO THAT OONNE07IONS AND :OPTION ALya-?n STITCH 6QLT9 WITH=WASHERED ANCHORSARE'VJ ED [bHEICH`>4ATI5F.1 STENEM[PSFANN(USE ?°FANS ABOVEa.SELC}!t#lE15'LnIfGTI;jTN, OVEVANRLAPS N 40PPOPRIATE�PANTAi VERTICAL P40UN,T ELEVATION 2 NOTCHED PANELS .. 1 N.T,% ELEVATION aUl7oM OUNT LCONN TYPE .ASREQ'D) -O TOP MOUNT (•GONN TYPE A5 REQ'O) f re m3n FRANSEEpINA0.00 FE r 2EDyw re tA�T Saps ,`" '�'•' -�- tin I MAXIMUM ALLOWABLE , Flank DESIGN PRESSURES:` AS NOTED IN DESIGN SCHEDULES DESIGN NOTES., � POSITAlE AND N ATIVE DESIGN PRESSURES CA11C L4 ED FOR.US_WITHr%SIXS EM'SHAL:LBEDETERMIN1 PER SEPARATE 5NGIN LNG IN ACCORQ NCE WITH THE 'o- rp `B m "41 GOVERN? G DDERE-aGU (iE REfU1 EN1EPir5A5 qEY RMIN IN AC RDA'11 Y11 H ASCE AND CHAPTER y „ m £ ,7EpI o "_ ".. i"PQ4EEQQbF 1�FLK3`RC�pttABppUgqftbI��111t77G CODB''SHALL RE. LESS THAN ➢RE59UA:E 6,OtI5rEDAHFJTEINFORaNv n . 1 Iu U• pp. ( CAT+AG'LTY bgLt AS5EMB LY AS SHOWN tIN: 'G A, it _:;Q.Ni jOl, GENERAL NOTES; Ij I THIS SPECEFICAiTI©N HAS.aEEN DESLGNEp i9ND SHALL aE FABRICRTED IN I trF 5 FO1 I! a. w 4CCO CEWITH THE EU E DF EF1ARiM' UILDINGO DE ROAN R SR ENT9 TH e O pp M a 6 ( ?O R5 Et ER EV fPr SDZnON (ID R 11S N5I SAND aDTSLDE DF EHVH2. P u w le' D rA5201 2a2:ANP.YD3TE5T pROTDCt}IS CONTRACT2Yft SHALL MICH tGdTE MIDLONFORMTQ ALL L©4'ALBULLDING CODE AMENDM ENTS WHICH MP.Y 4PPLV DESIGN CRLTELVA 6EYDti6 AS STATED HERIIPI MAY 0.EONRE 'R 460IT7ndAL6ITESPEf4YC 6EAL€D q}GINEERiNG.. 2 NO'33.1/3Ri INCREASE F1iALLDYIRSLE STRESS HAS SEEN USED IN THE 7ESIGNOFTHIS.SYSTEM 3 iNERRHITECTfENG-iNEER GF RECORD fKIR THE PRD]ECT L7 SUPERSThtlfCfLlREwliltw HIEfl 7H75 DESIGN 15 USED SHALL EE R 1WHICH LE -0R THE INTEGRITY DFALLS11pPIXk7U1G SURFACES Tea THIS DES[�WH1CH SHALL BE CDDP.L?INATED BY THE PER MITTdNG CDNTRACTORi Q =' O SHALL BE REgEC Sfl C SEPARATE 7ff&O ELiFADS E1IGTN EERPOP gRDEN DEVIATE F[toENgUDS D C-TIOf1$ SPANS La HTppWEO 1 C , 1EAELN. ECUIRCTTHI$Efl GTNEE�FDR ALTERNA''TE SPAN CALClllA710N5AS NAY BE REDDIAED. t/S ._ � ID LL -MAXIMUM TESTED. d aEvdHD THAT Refq DDELf MEI=T N OF (1) LABEL 11itil EGALD IDim r,43 $rn PRIMED r Ri SFfi_ „A> I F ,Yff1 cif--'•! rJ q9r 6281Nt$iINaEXi.-.fAMI RE ■ F,IftAWRIa NA4iv,Na }¢PDPi3d BE50t-ricTB /T. Lu TRANNOINRA� li C PE�01651tl L'985 is 2.25O u.. DA9q„ F-2.490�' 225D'. Z!": p,�G1 a wx T-1tz5" _ ov D:179§"J o'NfH7:1Zp'1 Ti'P �: ]IIY A $ g g -T v -al4n f s ry u ,53 !93Du. ry� rvD.D67 ..n 3 o D 2° i__ -1�� "I_- �� D 125 D: z DOD" I _r 1 ,. as2 x D , , Ir 2.npn ,zsa,-12,00ca -.l a0na^ 1- T lAl" 1,i9D" r�s.'il" HEARER " ft @euILD-VUT'IP HEADER. q il-RAN CLGt3 IRE $..Ni #gQ. 3.380" MAX. „ 0.313" i , xf;5�(5.q 51 t560°I I.Slog" ] 0" X "3I " 0.375° O:.Y r_d, ID q' I 0.179 ':TL.555., 4}.,54rT: a,655x. 0.19D -•I D.659 ", D350::s -72.SOD PANEL CgV/ERAGE O,Z�" - 14,975"PANELLENv"TH h EG: 4 CA NEL � � jj�'�'� MtSLI'll IIIl.230"0A9A" T'�A, BE D 5OA9O'DT10" O,Tn.S" 1t rtx,,2 5. . a 35" i�- �t R 1 ,I 117 F-,-I3,00 " TY 7YP. YP, 0.n9t1" "➢,700" w cD vaxcMlr 0957" 5 RUILD-d1T Y' Ri Af.X �,, F' AC �LJ � k 9 � D - TRACK : 4�}-C �K 1. Y ra N =XIX.E YIAiHER f D37fi"'yI I- D.456s5" L] a- rExi� ilTrg inu. � a• ^ " - -- DiR[4T3AN ❑ - LEI C kNERSED. Lpy1 i ri�T of Iry �f.,lt I F':ANOL€ TMiRdclf 2EIffTtTh0ElI7 � , r5 L7 I RI. x I Hk,• fq; _ b � R'. } LORD" Yea 'cI` 4 Ca=D,rm I }.lkl f•H !1 st:bll tjl � V Y OVERLAP z5 MAX, .' 4 MRX.:'{,': CDRNFaCLPSCtRE'. DETNL. -'(- ry 3 MA)C, _T X gecE 1p ...,,,.. :25'•MAN. ,� a W O y v BUILD -GUT �I 11 Y TFFI- A - E r t -:IDFI I, I LSE. MC NYtll ME1lIIYf l IRY IIY II v I - rlmi rrr L lAODn s Q .JI - ILA tl Sc i I u.• I. L .-.. EMBED _ LOGO" c OVERLAP > A a Yx: _ - MAX. r-,, ml I I ntH1x I: Itlnll LL B E we - 511 MAX. 1.SD0" MIN , 1.SOD" n M41 a e 4:: MAX, MIN- ry t'JREIERfLtlBUfCE DETNI Ia.-e-t'•` t.tro .. °g�gg j¢ 1y{� �'. ENInEb fl Ti[4PlMWFR CL05(iRE DETAIL SY.M1'T..r -� u u.T s. N 0 U N O UN O M '�^�•1 VJ O 0 O U .N L C� L O p 0 Q .� �� /o`� VJ Z Z W J N cm cNa (30 0*4 Mu � � W id A N O C t9 CN O Co Lj_ H C CL. TCS q fx. N GO 3=' � Y CL W � E c 61 C' r= e a�A = IY • � T N CL A � E O 1HAIpR 'NNAN EP PBSHNARDR AE t JH HkNHAINtt, Ph a'm aiw«nnas ts;= A Daaae4a oT.A, tiara AI f Ij "'I e�aa i,IAM -1'Y:`=M.. .P r 'n14 t1 a y. :+ ! h. _ R N *tl-"3,.sLL 4 1 .""• N»w. .i,: H.-H64: 1k L'D th TyP[. '4 ?,. 'DGcf*v ti R- ?x. H Inn. Jn l MI .. 1•"HN '�.. lErsRaxc rear rvw.n':v Ivz.. k =Hru,cw _ v� MINIMUM ALLOWABLE SPAi+jSCHE�3l1�E ANCHOR SPACING SCHEDULE: xrT TOP Mi NT 24 GAUGE Rf4NEl5; PANEL FASTENERS 12.5" DC. -a' .�nmVde euerr rPcael4 r§s; 4ua rs :4 Ynv 9�9i H 5 3T, 1M µ .. i a+. N I '' H Y E ,gy 1$ :.$Q gg $ 8 yty38a lit 1' 4'S �a 1 s efu u ''[ h ,; N I N Iac,I. �,,,a x z A A.� a '. Z.5"F�GE'pI57ANCE 3[4^®6E Df5TANCE �a Cn ALLOWABLE PANEL SPAN & GLASS �. � ,4 - , � �"5 � `L Y(J E . P7 'I, MALOE5I6x< SPAN DPY+7 G-a'. SPA PTO a'-4' SP/df DPTD 3e'9U° VM@I nvina�-1r YPNWLrF u3,a'.10 HCAH Iw It,: ul'-.ur wt�`I tS _ .-.� a 7 -: ^ - .�Y p� Ji AaeMOR PRFESaiE. CS1NN TYPE CUMN TYPE CaNM TYVE ANCHOR w _•_' 4L z"" y1aa i ` 5qq�� L7�I i -B MAfFaE53GM i m. Vg " " a N y 1n sF TYPE PiF E3 CZ t3 C4, CS C2 C3 G4 .FS L2. C3 Cb 'i �' IRESSURE CONN TYPE daNN TYPE :GMMN TYfE �`' �I7J' A, _ In t� A • c��+u 'fi' HsadM P a' 3#" � 22• 24` P 3" 2E" � R G W SEPARATION SCHEDULE: - TYPE PSF a >- CA [Y cY Ca >=4 ci cz Ca :ca. '-�-, _. _ ram`° I ,. ,� >u a,�oa u'H.aa.r w � o z� 24 zs 2r 24' v z4 zs• 28" - x x � gg + V 3JSu',1.9/4"[Mom 1$; S' 16,D" 1A7" -9.9 F£.5"]6:D" 1D;2" 5.8" -.Iti S" S6,¢ 9.1 ,6:1" a: H' T2 I L. vti1 „I IF' ; M:?;_ ' �fv 4=. ID� 2i (iAf1C3E PANEL4 F'• `i '_ _ Irq"c2'EFIaFD 33 r=rtiia>:`T'- �. a 2xS a'u' HPAde' a° rT tr '_=Y' ?A" 3" 3i 24" a" ZA" 28 �, >u tl oErfAlr uvRAcaN - (q iT -. w .:. ...- ..=. 7 4.1 3.Y,5" 1P.D"11a &D y1:5"3P.0' 81" 5.5" 12,5 1fi:0"'m1. u34.E" 2x8J BAuu k 23" 23" Zr n1 30°131 14 30" 23' 3p` it 33' ! e[-� H.Y.^':%•�?J:, , ,,x , ,,. „ ,i , „ IAI�!il'¢F3V 41 12.5' i6 D"-LED" BE, 1E-5" Yb.O" 15D"12.-9'--10 li TI 1,. 11'T •f'.'t ' - i Off1 4y, 4 W V Ha 1L5 1E.0 _D.Y E9 12.E .16:➢ 9.k iq 12.5 lE,➢ 8.3" '5.i" - - A a:,3^ ai .'. 's� M MINIMUM STORM PANE1 Sff ARAT/4NGROA4 fiiaL551 aulldout"F`TrEch ?A" 2d" 20• -90" Aa' SO' 39" 48' 2S" AD'. ?Il` 53` ,x":% ID P,z ry ,. „ ". - :. :. " :. }��..�,�.,�x�9a -125' Sa,D" i£0" 7.S"' 12.5 16A" L4,7" 6A" SY,S• 1E:fl"I.#,7" S.9" _ r "Ohm z2 pp I4VH 1DZ E4&ESSENTIAI.FACRmES I » e , _� < n 12.5 ]6.D e3 6.3 12:5 15,➢ E.1. S.a i2:i ifi, 6. i3,i P.i" y--+u1+PUPIaMP- 52 Y3, 5"16.ET'1&D" 6.9"12.5"16,➢"Yi,T"b.➢' 12, 5" 1E_0"14.'1"..E,D•, m®� 'A u'c• _ •qr+r i r '.. ( Z, W N QN 1 F Tfack 25' 2e" 31 SO` ST Srf ZY 50' 31 ST p w tl'-"�."- :1 .. :. 5 " " - . -. « . -.i �l &1 SA 12.5 5,0 B:1 S:4 i3;5 i6.b &1"... q �_ 5§W as 12424!: x 1Y #m 29" ZIT' i1 31 -Es AJ !P ,. 12, 5' 16.0 .9". 12. 125' 75.D"14;T" 6:D' A1.5" i6`.0" ii,T" e:D" 12,s" 1b_n"1M1.7" 5A" s: i'F Np�jq `L' hr I" wW -', 4. ti. ; • 72 " 3n' 22 "" � lV w i 9 IPA=" Y "ff" l M1lill t 33 1'2.5" 6.0" 16.D" S6.W: 1�:5" 16,.0" Y5.D"12.5" 3 D 93.4" 3A.J" ., i. :: .� .- . ", _.-.I"' Ili t•_...::R - }. JJ_ 6i TT a W,. ®•,. A1AXfF.fUM ( GWQ Mmmr 24" 3D" 49" 3i": 2$`-1a' 2C' OB`3O"SS' , ',a . . .... ... .. .:.:.. r L.-..., m5.D 1G.0 50,1 12:5 Ia.O' 1d:1" 7,D 12:5' 18.D 10.8" 5:2"n1g11113 Chia 33 11.5OEYlAD ULTftACON 41 12,5' ]a.O 1b.0' 13A.S2.5".1A,0 1119,8 32, 5'SD. 32:a' ,6jP. W,rg� C//�)RESIGN I I R': -".'i- P �+i, AllOWA81F NSTALLATNSNS LESS NS[ALLATKiAf9O EAT;i¢.NI' . a" 2S" 24 :Sp?"c`a4' WAODSCRE4J 41 12.5 1£.D^'aai"' &a"i2: S' 16A' 8.? b,6" :12,5' S8A' 9?" .5,6'p' PRESS F -...:, „ K_i„�.a,,,,�y3*.., U 1 SFAN.imaP) THAN 30 AdOVE GRADE 1HAN 3U APOVE GffAI:rE" An Im imacx 2,r3LT' 4 FV 48" 24x 9D' wT 48 12,5 1S,D' 1L6 7:.D".. S2,s"160S,1'25 J'f...i.. >a,.P-3-�T1,__. _ - r [• O.A1 1 i rp. F�" B" �3 Q w .".'.•''"12':5" 19.:➢" 17.4" 9.5' S2,S" I5.➢° 1.. 9; 5:'Pea �, s2 t35 iEc"dL .S."A"33" fl .-.,�r,.�.�' ,i: .i I,. li ,I.. - „ u.: it ,I 7" 54"' 12:5' 16'.0" 8.0" 36` Sri S'.' Jo.D" .: F_ . x ._""'.3dS Sfi,o..1.L4 ksq,ILI,5 1fi,D IL 9.5 12r5 IEu..;1t:R 9,5.„,I. .I. 1 �� II n „u.-.,.,,t.-.---..-_ .. _ 'ras.." 39' ,5',a"'. 83 1 5a" "e" S4. SE" u. -;, I� II : v In - x I, ,._ Ir 72 txS 14,§ 4,8: S,A. 41.5 i6:fl.. 9:6 5:8. 12:i fin-D 4,5 :3.b 3D f 13aD 3a SAEin 7.1@tn. r. x Ij, 1tI/4. FM NHY 33 125 SG.0"18AI �15. D... 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IYIJ._ � a_ y, „Y�:-�.-y:5 �T, !� t{L�-(��i Y t••`-' r.F /'\i If( II if IH-1:1ItlNL Si, f1A111111HA[.rlH UPt1 1.1 I ' � L El1CI ,�3 � 2¢ .N-I 2 0Qi' q u F Z 6 � DI 41 6�.5 � mD ¢g4 f•c ez< ba b29' 71" HNI,fIVRNIIf W- n• �t-;Tav_c KHYL r, Z ❑ ,,.• m 1F-- ... > t- Z a 'IIYui £ai :JgOV-qEf >Ak #.. p... i, U. �-_ �YlAII NDDH*SEC*LON - HF1y P•,R . p'Ai. Irl9�,'S i,i e.cr :z,y -e'R .4d-em li o-�� 19CvG q •K' P ~jg S ". 72. kNCH00.5CFiED11lEAPPLIES 7DALLPFODLICTS CERTIFIED HEREIN, BUT ONLY PNOViDES �$a�j V� ,nI � 4,� SPAN SCHEDULE NOTES �`4 7 V U - p ;,.c. 23w >eBNw.ar e.-r,3. <.r Z n' � � �P ,p $t ,,.x l_gla•,I«Ifni, 33. ems' ;6 R•-Es" sTx-E:zs^ 1L 7" 825" fa. s*: MAXLAIUM ALLEY AaSHALL ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRE95URE51NDIGATEDCD ' Lf"T' kLiiT T':q-1 .(�} W p 1, ENTER SPAN SCHEDULES WITH NEGATIVE us.t PAN❑IxsTAU.Eo „ R+ 4 urwNf' wu:nn #1 ?z.4' i3.Y" 6.zs" 5.5" 5,25" •' N&AN5CH ULE HALLAPPUY: �* � E ''I"- .Y ....tTL_� f . E.P ==f Fy ry `5 FPDM IrrtERIOP 3i *. ri - DESIGN LOAD PANEL FASTENER. SPACING TO ❑ „:. +a fy25'.si.7'• 6:1s"93'! az5"- 5.' 2 ENTEnANCHOR SCHEDULE BASEDON PANEL FASrENE0.5PACING, THE EXISTrPIG STRUCTURE L.]" 4 - ''run�.'�3s�.Er,':' i - F `� -tit r mnv vnKv: F'D` a DETERMINE MAXIMUM ALLOWABLE STORM PANES µ MATERIAL, & ANCHOR TYPE 5ELKT DESIGN LOAD GREATER THAN OR E4UALT0'. NEGATIVE DESIGN D*D - ? __,,� S2 G2S'. iO;SY'. G25" 9, 3" b,25° 93•:. Il.i SPAN.H+�ULS IS ACCEPTABLE FOR USE WITH ALVAaENT m q LOAD ON SHUTTER ANDSELECT SPAN GHEkTER THAN OR EQUAL TO SHUTTER.SP sELE<CT LLJ D PAN0, ' �' 12.4:3" 6.25" 9:3" 4.25" 9 3" Cl*Nll7nlI 7'fPE EASEDON APPROPM7t E MDUMTNG CONDITION (BEE MOUNTING DETAIL5'ON k y _.. ,o POSITIVE LOADS LE55 THAN OR EQUAL TO 1?• m' Ifs"r'-114'.Nnrn 33 12.5].a.Gf'-7!5 T,3 12:5"din°"s.z s.➢' s;is" IRA"as°.Aa" "- a 1 �% m : 7 sre.ER _ [ T G.•R 4 NEGATIVE DESIGN LCSaDS. • 4 - SHEET 1 FOR 1DEMYFICATION OF rSINNEtiION T'FPE{, t _ II „P K-3Br1 S.5-ST4EWAIA 9GLTaa t- z ITW a:s: TA4CDi 41 YZ;S iS:b^ 6.D. 5,0 E.25 Ia:B. q,2. J.b 5,15 1d:7 $3_.: 4.0, $ PANEL FASTENERS^ARE STU65115ED IN LY7N1 NCFSONLMYTH ALL MdUNTINGEXTRU510N"s O e r.a ,•.I n a7 r'-1A�n�>:7•aq c,..xliw it ,: nu,t:.trfi^ J 3, PANES FASTENERS"ARESTUD5 USED IN MAGNIN€SEaL'M"ik4a H"D1kf1C,it t ' ,. JJ t CO ON wYfH AILM MOUNTING N5 € B iR ..Y2.5' 13.,31' S.1' S.0 ".. 6:25` ]R ]' 4. R" ND,:. '6.Z5" SOT 97:"' 4.➢" ("F"-TRACK.)" '-Htb ANGLE, ETC) L5E525 Li:C PANEL FAk�NERSPACLNG TABLE V.4WE5 FOR J y� N)UNCK Old 6 EXTRUStQ Wi M, NDTa WAbIEREO WLNGNVr - 52 a. 1i 3'• A.Y" ,6":: 5" 10.7' 6 I" 4:. " e.25" 1 .Y' 4.1" 4, " ALL °. °•AND "U°- L DEE I TN U I " 7 aI:I < 4. e 2 a 4 O A H HE t"F"-TRACK. 5?UDDEt! ANGLE, ETC:), USE 6,25 +TN 1NsfoE ip'a �'�+ € ,Jz ( CL D NGOU LDO(1'I' G47NDITLONS}. I-• 1.b ,LI LaNN 3Y4t.. o - � � 72 6.25"'iD. A.1' id"5.25' a3" #:1" d,0" -E,25" 1[7,7" di"ANCHORS SHALL BE lNSTA iFIAO:ORDANCE WITH MANUFACn1RER5'fiECDMMENDATl'ONE..=. J . D'. D,c, PANR. FASTENER BRACING CABLE VALUES EON' . w' ., -, H _- C x A -.. Hn Fr/n INnrlr 33 125 To trip ai_a t1s_ Sxs 1s..D 5.T 7-H iz;s 1.a. sa : -D 5� HOLLOW EMBE MENTSTRUCTURE SNP.LL CONFORM t'O ASTM C9q tiLgCiF, . g CO N AND U HEADERS {INCLUDING BUILD OUT v Z _ z B .. 7. .. D' msl rJ.L ➢alNTsyael➢9LT a1 MINIMUM EMBEDMENT AND E BE DIST SD IN NCELXLCLU DES SMEDULSSTUCCO,P .CONDITIONS) a �, :1tS 1&0"1L 3 31 , 12.5'.16,CI 7YE". i3 12LS^ - l6 D 7 a" 5:'T'" B' ... -. .. . . � i, . i ii it .: �I � e :' . ,i ' i MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE STUCCO, FOAM 'BRIG AND dTH ,-WL3I-L A LI ..'� : Y . :•, • •.. .' , . '. al.+.-„INa 3... N T.. p ^' .. � } 4A 12.5 ifi3O E.7 1 B, , 12,5 la,D 1,7 b.2 1"S SS D. J.7.; -a.2 .. E' �, � .. IC, FR ,... Y a LI EAR 1N?ERPRWI E USE NEXT H GHE 6 t9 W zP n z rgAe+�nMk Scrs.Ew 1 A e,. a n. Siti As,q 6 ,: r : Fl ISINES WALL FINISH E55HALL BE LLMYIEDTO l4 MA3t'<OR SHALL BE ERIFIPD fiY OTHERS TO G� yp q y AC.CEPTA9LE', OTHERWISE USE Nl3t'T NIGHER LOAD. a w! w FA h q g.. t., 5.2 1 S" kfi3O' a.4 7,2: 1F:S 16,9 7:7 5.2. 12;5 lb;ff .7 6.2 - N r...5�p:G'1•G TE N Frn-2 N + � 5 15. E:2o . 2. " I' T_ ,I. 'I 5" 1E D" °.: &-11. ADEQUA,. LY TRA 5 ER LOADS 7U Hd5'F SJRUC7IIRE: p,.. ..� - i ;. , g$ .y. Y]' _ 1 ,3 1a 0 r $?.... 1E. r.7 .?.:.. ,. 'a� " , : ,aI riE[3 bJnrnM1 MOUN g i .x .: rl. lNN .. !. CONCRETE O NOTED HEREIN SHALLBE EM D Ed• C C a r 8x - - . „ : - .,: :. ,: ,, D NCRET NCH..:A$ NOT ER I HA B6 D TO UN RA k6Q MAY `y YE pNLA', CxfPtlStrJN1DAtiMrEN3 `$ 1/ xLI)I EMBED 33 :12.5 16,0 9.4 59 5,25 11,9 4,V i,1 e.25 Ida 4A 3.1 ppp� �I/� ^ H'•u. L x ." .1; ��x �' � '�'�.�;. F 9: WHERE EkiSTING STRIfGTURE LSW D 'MI 6 EXISTINS�CONDITIONS MAY q E GLASS SEPARATION NOTES. E fwu N.urn u Q p PANa11IIFWAII IAHFI'NAIi SS 1?:5 1$,4 s.2 i.6 iz25 4.3 3,6 3.9 6.25, 9.2 3.k 3.3 . @ p .a .. wa.=,,.=a• I:f^ $:* :` .... " :. - ,. - :-, VERIFY THAT I=A,STENEfT•S AREIMOADEQ,UATE WOOD FRAMING MP_MBEETLE,NOT pl.YWOOD. FA5TENINE I u ."F y. - ¢6. f. YI frl.l t:H(1,Y e� €. . •.i ?_: 4e ''Cx. S" 11,5 4:4 .1 525 9.2 3,.3 3.'3 5,25 92 35 , 3,a. _E, - r-R ;c cu,L :.- .:. I ,, L.Y ENTER SPAN SCHEDULE WITH ROOT HE OPENIN LOAD TO PROTECTED- - TO PLYWOOD ISCHORSTA S E ONLY FARROW € CLOSURE STUD FRAMING, .., y F H r�J•_lK�- ^ r I-4 Irk1 Va, l W IE �. 0oi10H IKfaN3 .�.. a $ >" 52 535 T➢6' 41 8.8' fi:2 9, 2" 3.5 3.3. &.33.Y 91' 35° 3.3n: NARROW.- - F @BB a _ '•. , t Y: ..+. .mac _._4: e HIL SC RULE LS RESEPARATI�N SEWITHOSITIVE TDaE ORU(iC'T�3. e � � S .. - CI wHEREANCHORS FASTENT13 SFACEUFSTUD tRAMING, FASTENER BE LOWED' IN @.. :; - r uv...L..:-,E=N:r ..,Ir .. n r^. yy 1GSNN ni'E aS 1@gFay�'Ei yy.,, - �,...:>- :1 E-'ftlJe:.F. 'N SE REQUIRED frosiTlu LOAI3S ON4Y,. F - i y s T2. 6:25,': 4.2" 3:S" 3,3'" 6�z5" 3.2" 92" 3,5" 3.3" x xu:. AU 7, 3aituegLLfe ,, ,, ,/ 2. SCHEDULE L4 TUI O LOADS 15ACEPT E Bor--»E: Pwv+sf Dy .. .., Y ._ CENTEROF NOMINAL X'4 (MIN,S WOODSTUD EDGEDIOR GREYER DENSITY, FGACREW a T �T.F 1NTERPL11ATtpN BETWEEN LOpp51S ACCEPTABLE. OTHERWISE USE NEIT'HIL3NIIt 'CnarN Type AS rygl#D. �` '+• - FRAMnVG), w0005TUD 5}tALLBE �THERN PI E"6=0;55 OR GREATER DENSITY, LAG SCREW d rD.P Pet - R.X$ 3 LOAD. R8'1'gt e",$. .e SHALL Fy�VE.. PHI LLIPS PAN HEAD OR HEf NFaO,.a8, his =1HN'i f 11' 3: FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF eSSENTIAL - LL. REMOVABLE ANCHDR5 ARE DEVNLLT PANELMA-LE;. ALL -POINTS SOLID-5Er a BRASS BUSHING � a _ FV"'T FACIITn S IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARAROM .4T`Wi5nqL2. MACKIR55C.REN55HALL HAVE Imo" MINIMUM ENGAGEMENT OF THREADSINTO THE PAS€_N3 NX`J f.fi qT 1tRLLVItaFMAOVE / D%N PME(fEA%WAMWSCH773fF 13 NOT REQUIRED AND ND MINMUMSEPARATIpN FR(Ni THE Fss6TINC CONCRETE a WA❑NG N Nmj THE ANCHOR AND MAY HAVE ETTHE-R A PAN HEAD, TRUSS HEADOR WAFER HEAD SIDEWALK t3OLT). U.N.O. ie-'q, r»1.rr.L; _;.�r1 F .nr r=a r {k.:ink._r. 2a-,'1,1, pRp?ECrEt.T OPENING LSR IRED. Hgsnvr aacx Bp vaLlle GlvEn rN awel+aP 20-3j,3 13: MIPllMUM:EMBEDMLiN1 AND EDGE Flj54ANCE EXCLUDES STUCCO tlROTHER VIAU_rINL4HE5: 'LQ',31,rj�},3 ' f-I•r'r_r•rT - vaT3e rnnenrr sPAar TrsAE, R1 _ 19',® DESIGNATES ANCHORCONHIT1ON5WHItI{ARE NOT ACCEPTABLE IRISES. 0 oAN FA-IACERT is b' •Y ..9;' PAae.MP1r[IaPrAeN:, $ :: 15- ?IE DIRECT MOUNTING CONDITIONS_ PAGE oeacMvrmF,3 �f s `l n Fp+F53 PANEi1 mLN w U aYIItlNALTpp/agTTBM alosuRE DEfAII 1�5 LINEAR EPR INTERPOLATION IS WIT PERMITTED Fflt] USE WITH THE ANCHOR SQiEDUfS L35TEQON `.D1ff'G`1+n'+,--� x. : 'h^F - n'EEFL PTIOfi1AL EGRESS PANEL DETAIL 'B = Z �O R3OR PASTE B p - µ c II e./13u1. MRA N3 t' , far, OPTIONAL INTERIOR FASTENING DETAIL wl -iNTE FASTENING .-nrTmB n.,t•llrM xlNfAH:l fgwl3xl:AVHoa - (' N,T.S, Q J a SHEET N0, SH 1.5