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HomeMy WebLinkAbout36501 Flats StRECEIVED E-3 a; iE L0 LO Cr 9 7 La LO Cr -0- ZJ LO C", 15 c:a C14 C� c�. AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK, Block BLWorBLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or CIJ Control Joint CLG or CIg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB DoorBell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D,V. DryerVent DVP or D.V.P. Diverter Valve (plumbing) OW or D.W. Dishwasher EA or Ea. Each ELEC or Elec, Electrical E LEV or Elev, Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. , Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Fig. Footing FXD GL Fixed Gass GALV or GaIv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (mom) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt, Optional PC Pull Chain FED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit, Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle RE F or Ref. Refrigerator REINF Reinforcing REOD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS, Specifications SPF or S.P.F, Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN orThik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ, Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.C. Unless Noted Otherwise Vorv. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V. L. Verselam VTR or VTE Vent through Roof / Exterior Worw Washer W1 or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood VVDW HDR or WDW, HDR, Window Header WH or W.H. Water Heater WIC or WJ.C. Walk-in Closet WMorW.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES REV 06.23.22 DA 02-21-18 4. 0 ADDED G, ViDE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4.3 OVERHANG OVER SGD REV. TO 31 PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 101 N 1791 �Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN ROOF PLAN 6 FOUNDATION PLAN 7 FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS WID WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1.4 PRODUCT APPROVAL NUMBERS SH1,0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE F13CR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR 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 EOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. MAR 10 2023, C C=N 4CIQ % , 0 11 "b" UJ ej 'M4 CL. Co 41 s Z 1W Ice % CL E W S E (0- C'N CN < FL 0 L To the b 'st of the Engibeees knowledge, information and belief, the structural plans and specifications oontained within these drawings comply with the 2020 Fiords Building Code - Residential 7th Edition. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E ce) 6 C 0 00 0 C14 0 LL Lu cq LL LL I CL :� -6— Z 70 q 0" xl- :2 9 0 S) U) , Z TO Zo <- IL8 IL 04 b 3 Z W 11 El 0 ;2: cl) < (T3 U.J U 0 & 0 U1) C4 LLJ E U C2�� V) < co Ce) __J LL_ cd- E CL 0 E 00 0 00 0 E C14 o z C) < = C: < 0 V Z Z 20 C0 n 0 Z (Z) Z 0. U < Zo C' 'T 3: CZ) < 0 co 10 z .0 _17 > LO LO < 0 CY) Cr C) U) M LO .110.0 U) U) C14 0 4- 0) N _T C:) C:) U_ Q rl- 0) LO CD LO C14 I— E CY) 0 Z cc Z E IN 42 CL E 0 0 < JOB NO: 22-12364 SCALE : AS NOTED SHEET NO. C S A Lp M 4r- Ln LO 0 V) 0 q _41 CC) LO 0 C) LO LO Cr E W E 4) T7 E2 _C1 ID 0- C:) 15 80 I g W. 1. C. FLAT CLG. CARPET 12'48" Cn T_ U) U) Lu A S3 TYP @ 1 STORY I I 2668 301-101, RPM I ING1 Mill o? FIBERGLASS SURROUND 0 60" v 36" SHOWER 16" DEEP a. PANTRY Lu 8'-0" BEDROOM 2 8'-0" FLAT CLG. CARPET V C?i 4068 B.F. 8'-331, 4 59'-4" 7'- 10" 20'-8" VERIFY METER LOCATION WITH 3-0" �_J 25-SH BUILD ER '110111111 H.B. L4 J I I oly� EGRESS 11111 111114 1111111 I BEDROOM 3 1 8'-0" FLAT CLG. J CARPET 00 (0 BEDROOM 4 U) (�Cp m LU 8'-0" FLAT CLG. C0 0: Q CARPET 0 W 3'-0" 9'_834" 2'4" 0C 00 J214 4_ H 4-SH S C !7 Li'-S' 0'4" 4'-T, 4068 B.F. HALL 9'-4" FLAT CILG. - - - - - - - - - - - - CARPET r R&S F- - - - - - - - - OWNER'S U). LX TILE Co 1- 1 h k I P U (0 E CD -----9!4 LF6\T GLG. SUITE 8'-0" FLAT CLG. 8'-0" FlAt CL( TIL.E CARPET 9 22" 2W 2'-2" L 1 1 1-8 1 $'_55588" 4" 5' 3 -1�' _TE d LO o? SINK DIS (4) 2x4 #2 SYP I _F Im. 2-CAR GAR GE STUDS W/ USP HTT4@ BASE D.W. 1 11 8'-0" FLAT CLG. 00 CD U-1 . 7- 00 10 Cr - FIBERGLASS N r - - - - - - - - - - - - 71 CY) SURROUND EDGE OF SLAB 2" BEYOND WALL Ljt� _-A, 6-0" V-758"I G HANSO BOX @ _;Am -ft DRYER VENT S3 36"A.F.F. ( R&S THRU ROOF 20'-9" 91-01. T-8" 2'-8" 4'-3" 6-10" T-7 OPT. W1 T. D U 2-12 F CEILIE C F 6'--)4 N M CO U) 00 Cn LO OC31 0 L U PATIO < FAMILY ROOM VAULT.CLG. 4'-0" ('AQr)F:T CAFE H. 21'-5" A VAULT. CLG. I CARPET 068 30�-Q" uJ z U') 0 Z ----I aypf;�- 00 J :1 -1 U) NLU '7 1 35-SH 0 ENTRY 8'-0" FLAT CLG. I 1 GIN -1 LiJ 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2` FILITCH PLATE (2) - 1 3/4" X 11 114 LVL 2.OE Fb=2950 (2) - 1 314" X 9 1/4" LVL 2.01E Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1 Follow QIS4. 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 WINDOW SCHEDULE SIZE R ' 0. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 184X254 S.H. 13 20 X 38 J 18JX37i S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 � X 62 4 S.H. 16 20 X 72 18JX 71 11 S.H. 11-12 27 1/4 X 26 26X25J S.H. X 11-14 27JX501 26 x 50 S.H. 11-15 27 J X 63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36 J X 25 1/2 S.H. 23 37JX38i 36 J X 37 3/4 S.H. 24 37JX50i 364X50 S.H. 25 37JX63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 524X254 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H, 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 9 General Notes R302.5 Dwelling/Garage Open ing/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 wails 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 R302.1 1, 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. pera a win o s a are provi e wi win ow 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 (D) +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET ,� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" &F.F. TYP.2xFRAMEWALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION - 131 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTALAREA 2276 PATIO 23 INSULATION REQ. LOCATION R-VALUE/TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR PLAN - ELEV- B1 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: )/4"=V-0" GARAGE SEPARATION R-1 1/R-13 KRAFT FACED I (GARAGE / LIVING) 411i, cm U cc Cn C-4 1, cc 2 Z WV AS "S < \4 F I iOFr_SSX0,t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. 91 W tot E co 8 `� C4 s, 501 ag .0 0 .5 . ? - G F- I- Z 61 0 LL LL - , UL, -6- Z Mt 11 13 E'--29- C) W 02 W M UJ z -U) Z� 0 IL N M Z a 6 z 0 V) 0 �m L� < aroma Wv) Z! W U 0 L.Li C-4 LL, E CO 0 C-4 ffik* C:" co 20 _J U_ E 8 F ca '.6 -z . �O 0 a� . X 00 20 a E OX 1z Z C) 2D .0 M C/) C: < 0 z a) 0 0 CZ) 0 �z W 0 1 C=) nz =1 w IM 0 cc) C:) LO LO 0 0 co CY) CN :3 CY) Cr U) M L0 +_J 4-J W C,4 0 0) 04 (=) 0 CF) -0 ILL Q 0) (d LO Lo 04 T_ ai E (D 0 z z E U) CN T E 'a 0 "a 0 < C a) _J JOB NO: 22-12364 SCALE : AS NOTED SHEErNO. W LL� LO f2 C14 P10 CD r-e) C14 :20 C) C14 9 -.41 to r-n I El L9 LO Cn C I tR CL E E2 CS I U 0 16 0 9 C14 C14- U 15 C14 CN 9 �0 KITCHEN ISLAND LVTTRBGI� W MEDICINE CABINET I VARIES, 2" LESS THAN CABINETS BELOW le MIRROR /7// Cr r-r 02 02 ILL LL 04 C11) ce) lqt CV') CIO 0 -1 00 KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER HOLDER 9 FIN. FLR. t ULJ- 9 OPT. REF KITCHEN 9 80 9 MIRROR NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL Im Wl SHWR. CURTAIN ROD SHWR. HEAD TOWEL BAR IN TUB OR SHWR. n SHWR. VALVES % SOAP DISH LO 0 TUB BATHROOMS. SHOWERS AND TUBS DOUBLE RODS z a_ r 0 UJ 00 9 ro d -j 00 -1 LO OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY co MIRROR 9 -Ina 2' 9 BATH 2 INTERIOR ELEVATIONS SCALE: 1/2"=l'-O" 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT Q D A f-% V C T x 00 b/-\z5t 0 FINISHED CABINETS - 0 0 COUNTER TOP C) - I 00 LL F-: LO M 0 2x L? 0? FRAMING �e) zo 1/2" GYP co BOARD — FIN. FLR. 2 x P. T. %11. SHELVING CABINETS - C:) -1 CY) N ISLAND COUNTER CD 80 C14 C14 FIN. FLR.,,, CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=l'-O" 1 C912 C= Uj Cj >< 0— At, cc '= , CA CN C= z CN CD CL ID Ck; cc cu -M W CD M= E C.3 CD <z g*y-. C14 F L OFL-: S S\O 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 engineenng portions of the drawing pages bearing Engineer's signature and seal. -0 0 6 (.100 a., C'4 V) N 0 6 co u;- CM: ul Z 1"u Co q -9 'Fo W :5 04 �R o z LL ILW U) CP . oo NO 0 Z z N b 0 W co El 11 C') < Wv) 71' M (3) 0 0 L.Li aim LU E < 0 r- C:, C.0 C" (Y3 U- E P F= 8 0 L) 0 C1 E 0 W , z 8 1,12 0 z CO z z CL �0 10 R z 0 0. W C) '0 z .j CD < 0 Ul co CD CN LO < (1) C14 4- (N SO C) c) cr) LL LO < (D ILO CY) 0 E C) z E U) M E 0 30B NO: 22-12364 SCALE : AS NOTED SHEET NO. 2 I vwz LU I it i 1111; 9 11 "1 LO U-) Q C:P P1 C) co LO Ln 421 Cn C) (JD N-) r_r (n CD E (D E 0 CD r 7 E2 0 Q (D CD C�. FIBERGLASS SHINGLE INSTALLED F — — — — — --- 12 AS PER MANUFACTUER ) =0 SPECIFICATIONS 12 . . . . . . -1 5 5 18 (+1") 6" SMOOTH TEXTURED BAND -- 3068 IT-O" RIDGE VENT d A FnE FRONT ELEVATION - B1 SCALE: 1/4"=V-0" tlw- 11 F.FL. 25 SH 25 SH ------------------------------------------------------------------------------ I ------------ RIGHT ELEVATION - 131 1/4"= 1 1-011 General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 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 C1 787 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 C1 063 or C1 787, 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. vertically1horizontally or compatible adhesives, exterior gun -grade, construction adhesive with V 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 manufacturers recommendations. REV. 09.24,21 cNi 4= C%J C= CD -0 to C" C-4 C-, cc In CDC= T z 7 �: — CL C2 8 C t4) CL. lit' eo W, --i C-4 U < ok U 0 Q F I 00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E C> C,) 8 0 CR 04 0 C L� CV -J LLU C9 LL Z 0 I LLJ a- ca C U) W 9 F15 Z� 0 IL LL 05 on co 6 LO N Z n C3 0`1 < b 0 00 Z co 0 R) !9 2! g 0 CD C—/> LU J 0 I— co E u 0 U) ID CD <0 0� W Cl) C0 z ILD 9 Z U- cd E CD- 8 E aa� CIL M 0 0 w , 0, Z C� E t 6: o < z M Z � Z w w W 0 0, Z C: 0) J �Z Mw '0 ID Z 8 CD CD Q0 0 0 2 C:) LO LO 0) cc 0 r-L CY) :3 C:) CIO J 0 L) CO 0 CN Fn LO U) < 0 I co C:) 04 (0 0*) LO < M C%J T— a) E Z, 0 CY) 0 Z ca Z E I Co C: E 0 0 0 -J < JOB NO: 22-12364 SCALE : AS NOTED_ SHEIET NO. 3.1 ch L0 L0 Cn 3:- C) 9 1 LO :19 C=) LO V) t7< �1 CD C Ca. E E -91 LZ Fa r 7 C�4 8 C 14 Cl- Cn SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ---, T.O.M. pec — — r9l", HDR HGT. —A TEXTURED !US CEMENTICIOUS Zo 00 M U/ -1 J FINISH ON C.M.U. co (TYP.) _ W__= ----------- EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH 25 SH ---- -------------------------------------------------------- SHINGLE OR TILE ROOF PER 12 COMMUNITY SPECS - INSTALLED 5 PER MANUFACTURERS [�:7 SPECIFICATIONS 1140-0, 12 ;Z�5 6-10" — — — — — — — — — — — F — �_ -1 1-0" 5068 SGD REAR ELEVATION - B1 13'-D" RIDGE VENT SCALE: 1/4"=V-0" T.O.M. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- HDR HGT. Av TEXTURED 21-011 I-01f r CEMENTICIOUS FINISH ON C.M.U. C? 00 (TYP.) F.FL. LEFT ELEVATION - B1 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 C1 787 and the provisions of this code, R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-112" long, 11 gage nails having a 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1 063 or C1 787, or as otherwise approved. (Refer to sheet SNI 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 V 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 C1 063. 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 C 1063 & ASTM C 1861. 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. I. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV, 09.24.21 A= -*7 CD LU 0 ea ca- CU E en N\ 'a?'O, W 0 < FL 01?- OPESSIIOIAP�v To the best of the Engineer's knowledge, information and belief, the structural plans and spedficabons 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 V S 8 0 a) 'co Lo OP 10 1 C14 0 re: u- M LL. LL Lu _J Lu :—M 'C IL3 13 C Z :3 Ca C� ;D 0 W . Z- 0 W W U) 0-) Z 00 7 ) 4 0 �e U M Z r_ ILLL C14 (ti 6 00 a Z 0 U) W El El co M C� CS C92 (13 LLJ U Vo LL, C5 V) U LU E 8 U U) W _T < 0 CID U_ 2i E Z 0 E y 'z aa� W � Z ru CD E 0� . < , 0 . 110 01 0 -W Z M C-4 t W 2 =3 M U) < i z < 10 I � 0, Z Z C/) Z en W CL < 0 2 0 0 Z C=) N Mill! CD C.0 8 z C:) > L0 LO < ca 0- 0 co cy) N :3 (=) c1r) Cr 0 U (3) M M LO T1_ *.a U) < (1) 04 0 +1 co CN C) q T_ C.0 LO CD LO C%4 Ir— E cc CD 0 Z Z E CNJ �a Co E 0 JOB NO: 22-12364 SCALE : AS NOTED SHEET NO. 3.2 VARIES CAP CAP 2" *NOTE: FOAM TO BE USED I" RADIUS­'� CY) N C= ONLY WHEN 1/2" RADIUS 2" REQUIRED BY 3 1/2" RADIUS - COMMUNITY 3/4" RADIUS 00 SPECS. IF NOT, 2" OPENING VARIES 2' % ;G DETAIL TO BE CL BUILT W/ STUCCO. 1/2" RADIUS 1-t — = lll_� 4" VARIE 11-01, 6 c- A M1 ____1 �4 C-) C', EDGE OF LA_ F, OPENING VARIES 1-4" Cc C= C-4 to W C= VARIES 21' 9 2 1 lit V-4" CL W VARIES -Olt Ji 1I 1 1/2" RADIUS — IL 4" 411, 2" 2 4" 2 1/2" RADIUS cn CL. 3l, E 3� 4 clo (D 3-21'. N VARIES 3" 14 BASE BASE _21 23" cz:l cli C14 4" C=) CD 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 3" ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, OPENING VARIES lit V-4" DETAIL TO BE \_2. J_ 21� 4" 3 it 2 ill 2 4 C.0 BUILT W/ STUCCO. EDGE OF Lj OPENING 4 ;Q 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these Olt lit drawings comply with the 2020 Florida Building Code - X) 4" Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing 101, 6" Engineers signature and seal. 04 21' 4 W 39 �T Q owo W N to to 'm z; 'i, P� I— — CD U_ Lu z 0 ; 0 2' 3" LU I W (n lit co z LO Z cli < 0 z to LO 1-1/2" THICK 0 co!g 31" Ev 24"' to N Z� C, 2'-4" 11 < 24"' 3,, 0 0 IL LL 4" 2 5211, -51, 52 7" < C:) 511, 1'4" 3" 4 CD �5 10 IN Lon 2 VARI VARI 0 LU -am 4 Lill 01- (D V) 2 H LO L0 LLJ U) E 42 4, VARIES VARIES C) -0 _Q 1z 4" 31" CY3 z o < 0 00 ­ 2 6" 4" KEYSTONE Fll KEYSTONE F1 1 U_ I Z� mo N OPTIONAL CY) OPTIONAL E E 8 47�4 ca o oo F— Q 0 11 All' 3" E b ol CD v J`t <� wz 00 It4 -4 W CN o w CL Ill L3 1' 4" 3" E 4" GARAGE DR. OPENING 4" WINDOW OPENING 4" 4 9 <z 0 C/) 01 co NOTE: a INSTALL OVER STONE, TYP. z -w 0 2 og :5 0o * FIN. TO HAVE TRADITIONAL 2 o< , z w VARIES LOOK & SMOOTH FINISH W FOAM/ EPS MATERIAL IS z� ACCEPTED 8 co I , iL, r NOTE: E2 FIN. TO HAVE TRADITIONAL LOOK & 2'- 1 2 SMOOTH FINISH 64, V-61 14, 2 WE 3" 1) CD 54 l'- 121' 5T' > 2" FOAM/ EPS MATERIAL IS ACCEPTED i. T-8" 7" LO 4" T-O" 4" 101, oil =N V-4" C) CN 00 = tt A m Ise N 0 N U) L0 lJ1. C14 < N co C%j C) C:) ILL r- CD 0 LO 1111 CN I— CY) 0 z 00 0 '-T z E W E 0 0 -0 Z IYIO, JOB NO: 22-12364 2 SCALE AS NOTED SHEET NO. GENERAL NOTES: 0 1.5 LBS DENSITY STYROFOAM <� * POLYCOAT (HARD COAT) Fill a ACRYLIC SAND FINISH J, M LO Lr) Cr (n :19 M Cn t�: ts ID 0 V) :Q zo L9 LO 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 LIL 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 GO alarms or LIL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6'of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET F� DUPLEX OUTLET ABOVE COUNTER I /--\ FE7W.P. WEATHERPROOF DUPLEX OUTLET FiI /-I%- F. 1. GROUND FAULT INTERRUPTER DUPLEX OUTLET 5-oF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR Lz:!l P��E 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH d% . P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 17771 K-A HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE @) RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FANILIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FCH] CHIMES (OPTIONAL) I-Eg PUSH BUTTON SWITCH (OPTIONAL) H�g PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNM TELEPHONE (OPTIONAL) �<USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A,F.F, THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP 4 to lights & outlets 2to appliances and GFI 3toWH to Range toHVAC 'T/---i 50=2/0 n 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER 51 4 Bare Cu Ground NEC 17,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/LITILITY COMPANY. AC PA DISC. WP =E GFI WID vff� W. 1. C. �� -� — , -5" ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 0 NER'S I I S ITE DW u� C .D W Ds 1 0 12� LAY ELL 10 4 C C, 'M M T ROUGH -IN F�R OPT. CLG. F�N/ LIGHT PRE -WIRE I / SINKw/. DISP T-O" P7 — ----------- PATIO PENDANT AS PER SPECS FAMILY ROOM CAFE 11 "1. VERIFY METER LOCATION WITH BUILDER WIP L BtDROOM 3 ROUGH -IN FOR ROUGH -IN FOR OPT. CLG. FAIN/ OPT. CLG. FAN/ LIGHT PRE-WIRR�,,/2 LIGHT PRE -WIRE ISEWftM 4 )DHALL S. H,B. ouz<j- - - - - - - - - - - - - 0 All- U_ 10� ILL! LU _j > W F1 @ 44" 1 A.F.F. 2-CAR GARAGE I GARAGE GFI @ 4,C' LIGHT AS IGARAGE PER SPECS 'DOOR 1 IGF1 )PT. D. A V L------------ GF1 @ 44" A.F.F. 4an, 6 IRRIGATION Iff, W 1 G ENTRY ---------- ELECTRICAL PLAN — ELEV-131 SCALE: Y4"=1'-0" >- LAJ 'Z C= C= �-4 '14 = C�4 CD cc cc 0) _0 tj CL) C11j C"ll C�! 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. 'Ir SO 8 0 (o Co ,W-- - W- 0 V � =j Lo 43 to I- - in N 0 LL, M LL LL CL C0 Z 0 0,) i ul C 05 1; R 9 0 =3 W 0 (n c� IL IL 0 C 1) Z r_ N . . 0 00 Z Q U) W 11 U) V) 7' `0 0 (1) + (U LU a. 0 kiwi E Z C) B �_A CD co CO Cl) Ad ILL. E q < 8 Q CD E ro n 0 x 8 00 0 C14 t .0 Cn z < to � 0 Z co Q R >_ Z < wo % I :R Z Z 0 0:* 2 < U Z W LO C:) < CD 0 5 0 C:) L0 CD LO co 0 CN C:) M 'Ile C) U) LO U) 0 (n (N CN C) C) CF) ILL Q 0") c.6 LO ur) C14 `11— CD CY) 0 E o Z E �j co E 0 'a M JOB NO 22-12364 SCALE : AS NOTED SHEE7 NO. 4 79� L0 U-) Ln 0 -0 CN C'4 5_4 LO LO Cr V) C:) LO W C' Cr Cn 49 C14 E E C-3 0 t= 01 C14 C%4 C:- 15 p-4 U) ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED I /150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ, FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ, IN. of SQ IN of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required Soffit by upper needed ventilators Main 13 3 Floor 2276 2185 312 1092 78 546 609.0 195.0 414.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: Y4"=l'-O" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ� IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT, • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT, *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft, of Deck -Air Needed) C=2 CD LLJ cc W C"' C* 20 z >< LA- 0- M C= C3 CU C' Cj 2 Lj 03 4D C=.= r= M C' tj j�'o W I/NV S F ro r 1"f To the best of the Engineer's knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W E 8 0 (Am C� LO u7 0 0 r6 Ca LL LL Lu Lu Z m .r- M 9 M C� 0 Y, ow W z LL C/) . M L-0 Z� 0 <. M z 0 3 '0 z 0 Ct) W 3, < cl- V) 1117rum 4--J C—f 3 LU C M 0 E LI) U) LU M E C) < 0 04 M 7 C:, co Cl) C0 09 z __j LL ce E Q- E -0 z < �@ CU 0 00 z C1 C:) E 010 C' 0, t ' W �ii sons C/) C .0 z z Q) .0 j� �� � son < 0 z z 0 man 0� TW z W Cc, k C .2 C:) E2 LO LO p- F— C) CID N j C� CY) j cr C) CN M L- 4- < 0 0*) co C'4 C) 04 0) <LO E 0 z z E 4) E 0 0 JOB NO: 22-12364 SCALE : AS NOTED_ SHEET NO, 5 L0 LO 19 j� LO L0 Cr C14 K) C> C.0 to Lo LO P 0 C-11 tR rL E E 0 -41 W LZ E2 E t2 r C-4 cm z CL. C�. 59-4- VERIFY METER LOCATION WITH BUILDER ........... ........... ...... ........ ............ ............. .......................... ................... Ma Z-61 x Z-6" x 1'- 11 Tv -ji I VVI (3) #5'S E.W. 3-1/2" MIN 2500 PSI CONC F- SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER (3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY) r�zlco . . . . . . . . . . . . . . . . . . . . . . . . . C, , ) 13 ��Tcj T-2' CJ --CJ Ci ci LO C? Ce) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L 01-01, 60 C� 4-- Ci ci ci -7 'M I i o? 1 7 i (2) #5 REBAR I VERTICALS W/ in 118 ur? ill FILLED CELL 23'-11 2'-10" KITCHEN ISLAND L. 2--6" 01 G LOW VVALL� S3 5AIK w/ al -�RP 2'-6"x2'-6"x1'-lO" CJ-- :F- F-- W/ 345 E.W. ::I OPTREF. I ID W I I I I r) ICJASETO L -i L -il V-L= 11' F- EDG E 0 F SLAB 2" to -j**N \Z3 C, ........ LL-1 ISLAND I r BEYOND WALL t — — — — — — -ED 9 ci Ci Cj P Cj I IF I I - - - - �2 CN 4'-0" &PT! OPT, D 'M 5' -4" T-87 T-8" SLOPE 4--10" 1 -3 1/2' 1 1 3T-521" '00 21'-23" 4 32'-843" 4'-85 8 5�3 1/2"' OP 1� PROVIDE 1 Y2" RECESS I FOR SGD. REFER TO MASON'S SLOPE FOR I HVAC CHASE I . ......... (2) #5 REBAR BASED ON VERTICA LS w/ in H.\ \Z3 WIDTH LOCATION L TYP -4- Ci Al I ilu f -4 - - - - - - - INDICATES FILLED CELL w/ 3000 ........... -3 L- --J - -0 M M M M I p M Ci J. . . 0 . I n, STEPSAS�--1111111: REQUIRED I--- PSI CONC. GROUT FROM FT. TO &0141 1 BEAM W/ (1) #5 REBAR VERT 2-- 6" 3'-8" 4" 6'-0" 4'-6- 0 PER FIELD CONDITIONS ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP 011011,/ PAVER TO BE 4' BELOW FIN. FLR. & -3 112" DOWELS 5" EMBED W/ 25" EXT, "GRADE - SLOPE U') PROVIDE Y2" x 9 Y2"' (2) #5-S LO ABOVE SLAB 40 STEEL" L — — — — — --4— RECESS FOR FRT. DOOR M ........ .... ..... .................... ... * , , * , , ....................... -?J4 - AW M I jil M. M j M r no H.B� T-1 H-ro��ImEPA "I -�ffi 6 TYP .5 2'-6!'x 2-6" x V-O" W1 (3) #5'S E.W. 400116 FOUNDATION PLAN - ELEV-B1 SCALE: Y4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 'T" 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 I BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VVWF PLACED IN —1/8" SAWCUT x 1/4 SLAS UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ, REBAR, TYP. U. N. 0. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C, LLJ C2-C= cc C-) M L6 cl- cc = Z -= C-4 = 'A C= cc C�4 CD C3 QW, -12. = C= 2 tj NNN IAN- e, s NJ A To the best of the Engineees knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. E 8 U 'N CD a, -W Cc: 0 — �; .5 . N 0 c:: z CIL CU U- uj C 'Cu :5 co 0 W z LL (0 0 'C� C! LO 0 Z a N < g 0 do z W W 0 QD cq V) 4--J 0 LL, U) U L—,u E > ID (0 Cl) E E F, 20 < R z —2) 10 00 z CD E C14 v , C: C: 0 0, Z z 0 01 z n U) o W z Z 00 z W x 6. z Mj C:) (0 l, � 0 [.0- L , z < > (0 L0 LO 03 F— 0 CID 00 CN :3 cr CY) C:) CN M U) < 0 V) 4- C14 M C) 0 -0 LL !��! 0) -0 T— (d 0 LO < co 0 M z E LD E 0 0 0 -0 < JOB NO: 22-12364 SCALE : AS NOTED SHEET NO. 6 LO V) q L0 =3 0. C:) LO Lr) Cn C E 9 __0_ (D Lz E2 �O E 0 9 -2 C14 RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft (IND SPEED (ULTIMATE) 140.0 MPH (IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY � C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 t I GABLE -3&22 -38.22 -60.99 1 -60.99 -60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1 667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTIVI F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3,3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 (24/16) or 1V32" EXP, 102/16) TILE: 'V32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2-Y8"x 0.113") NAILS 1 " 2, WHERE THE SHEATHING THICKNESS IS GREATER THAN V32, SHEATHING SHALL BE FASTENED IAI]TW AQTRA r:1 rA7 QQPQ_n1 I rM I'D14' � n I qVI MAIJ CZ nQ AIZTKA F1 667 Q1QPQ_nA N" X 120"1 KIAILS HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft 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 W1 BLOCKING PER NAILING SCHEDULE. (2) (2) A A A S3 co LO /511, __3 r N f N ri r T n Cil CJ3 CJ5 A'� ..... ..... ... . ........... > < > I 12 < > 00 >' a ..... > . > ............ .... _�iv ... . > ..... ..... > Cl) ..... ..... .1 > LO < . . > < Cl) < < Cl) M B2 131 D> LU 0 L) S5 -C C tu C Cil 7, W ..... Ll ...... .. ........ ........ ....... X X . . . . rD . . F H ..... I -'a - r . ar— T CP CJ5V CJ3V1 Ci1v =CJ3 CJ5A CJ3 Cil 1 6 i A 11 11 11 11 11 11 11 A 11 co LO 0 V02) F, UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE I USP MANUFACTURING, INC. 0 ICONNECTOR 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" HTA1 6 1870 1585 10 - 10d x 1 1/2" C H2,5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2"' F HHETA20 2120 10-10dxl 1/2" HTTA20 2375 11 -10dxl 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 112"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HID ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4"x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26) 1 Od x1 -112 K HD3B* 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 wl (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT-F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 8 - 1 Od x 3" JUS26 100011080** --- 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 172013125 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -1 6d 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 wl (16) 114" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET W/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 501 0-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HID (2 PLY) OR (52) 16D SINKERS FOR FRAME 3966 3330 22 -1 Od x (1) 5/8" ATR W1 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-Fl w/ (32) 16D SINKERS & LUGT2 131 00-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" Spi 555 535 10 - 1 Od SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1 1090 1 1 12 - 10d HCP2 1 590 1 555 12-1 Od x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1 /2" MINIMUM 3"MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (­). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0,128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ARRIER N R N _+ 2 PLY CAR FR--J ----(A) CONT LER R SEE SHEET DI FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4"= V-0" CW2 C%j C=D C= LZ fa C= _77 co gi E .0 E (0 A 7o the —best of the Engineers knowledge, 1 nformation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W 0 E 0o - 8 0 CN �, Cb d a 'o 00 0 C'd Ln)? - �; dCN0 u_ U_ u!j Z 76 q 0 U) .r- M 9 W 8 MCI N_ .0 W Z IL U) (3'. M 00 ��O.� ,0 Z < co z C'4 < W 0 < C) I&I co F1 M co Cq V) 0 U 0 L.Li 63 C) 6 E 0 7 CID z U_ ce E E z cc E 00 0(, 0 0 X � z C14 ITT 0 '0 z z q z 00 z C) CD C:) 05 0 0 .0 C:) L0 LO < C) co CIO :3 N CY) j C:) C) Ne 4,4 CD 4— LO 0 U) C14 4- co C\1 C:) C:) o*) U_ Q co LO 0 LID Q) E 0 CY) 0 E U> E0 0 0 _j 2 < 31 JOB NO: 22-12364 SCALE : AS NOTED SHEET NO. 7 U� U11 LO E 40 -2 C:1 01 -.dl Zo r-1 c" t7 V) :19 LO o C) E I'v 2 E o E2 CL 01 cl C:11 0`1 J9 Cl- c14 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of [Intel 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 LA 80. 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 extedor 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 shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical load Safe horizontal lo�d­ 0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS Imam 8RF14-1B/1T8RF14-0B/1T 81`16-01311T 8F16_1B/1T 4-1) T) 9 U 8F20-0B/1T (1h "o) bl­-44 1 B/1T 81740 1B/1T 8RF40 0B/1T 8F32 113/11T (-P) (5� \L./ kc) (8 FORM & GROUT SOUD ry L<� ir 0 �__#S BAR CONT. 8F12-1B/1T (0 'V LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6F16- EB/1T tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL� HEIGHT MATERIALS 7.7 `cprecast intels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wt 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A61 5 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A51 0. 8. Mortar per ASTM C270 type M or S. R IN. BAR AT TOP (1) REQ'D J CLEAR ALTERNATE POWERS STEEL LINTEL A 4 4 *-C, M. U. #5 REBAR AT TOP A 4 A -GROUT MIN. (1) REQ'D-- 1-1/2" CLEAR 4 U) X <1 C.M.U. -#5 REBAR AT du 0 0 B0170M OF LINTEL CAVITY U) uJ LU 0 cn'o 1- 0 -BOTTOM 0 8 Ld d2 REINFORCING (i , 7-5/8"ACTUAL 'PROVIDED IN LINTEL Z d ui a < b i- w > 5 REBAR AT BOTTC AS INDICATED 'NOMINAL WIDTH (VARIES) U)Zi)X L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1 THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 6-10" LL 4'-6" LL 4'-6" LL 6'-3" LL 5'-10" LL (�) MIN. 17'4" LL LINTEL PLAN - ELEV-131 SCALE: Y4"=1'-O" co Ce Lu C= 2E C, CC C-4 C C= C2 #A CJ C2 .01 i�Sko kVN To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these rawings comply w the 2 20 Florida Bu ing ode - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL 0 W gr E co 8 0) 0 (D .00 12 N b 103 LL u- Ul UJ Z ga 9 i 0 0 02-, X � W IL 05 9. 0 Cl) Z C14 < 0 6 L) 0 Z W L) M E30 0 Cq M V) (L) o 4-J U 0 LU U3 LU E <r co M C13 -9 Z Z < LL_ E 2 0 P, E tc W ca 0 0. 00 0 0 C:) E t �O < Z �Z C: g � 0 0 Z Z Z W Z ID Z 0 0 W 0 2 Z 2 LO LO Cn < 0 "Ile Cr co C) 0 LO U) < Cn C,4 C\1 C) OD LL r- LO CD LO C14 T­ E C: 0 C.0 C10 0 Z Z Z E CN �6 C 2 a. E 0 0 0 _J CU 0 1 C: 3 JOB NO: 22-12364 SCALE : AS NOTED SHEE7 NO. 8 LO Cr (n :19 j� C) L0 0 CD c-4 a Lc) 60 0 Cr 4% I-', E E 0 a a LZ t5 0 LZ C14 C14 C) c*`1 C14 to 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 PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS As OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 FIXEDAND 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 ISAN 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HASA 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. SPECIFICATIONS 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 1OPSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.Z 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2,2.2. GARAGELOADS: 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. ROOFTRUSS 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 & 23.3. 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 140MPH 3SECONDGUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT, BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 I 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): ASTMA-1851A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2,1. 3" 2" i yi, Y4" 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 3,122 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 (318" 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 W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W1 (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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, 8CSI 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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" 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: T5. 1. FASTENERS AND TIE DOWNS SHALL CO'�S_IST 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 = 46Ks! HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTIM 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'TBOLTS 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 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN 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 1557-02EO1 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 shali,be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-10" away from the building side walls. 3. 1 rrigation/s grinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 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 subse purent installation of tra etc., shall be made with permanent metal or plastic forms. e manent forms must 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 bef6re vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgcrete overpouf and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation, Any 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 b a, licensed pest control company before a certificate of o, U issued, T�e certificate of compliance shall state: "The building has rec�ived`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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.C.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,, 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. C= cm C= C-4 LL. C�4 C= crj CL, co C= C5 \0 *% < j FL JA, V a 10 To the best ofthe Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E C:) 8 0 6 t- - 0-1.0 u`1 rZ :R C14 0 46 U_ LL Lu Z CL Co C 0 co 2 ()) X0 W Z co Tr) Z� 0 C) Z Z C14 W CIE] loql C1 -2 j 0 Ln V) Uj '5 Mal LML, u C/) CD CD c6 E E '0 < R CD- E - Q 0 0 U 0 0 C-:, E Z 8 < 0 < 2 � Z ::3 M C/) C: 0 I , 0 Z Z Cn co 2 < 1 0 < Z 0 CL 3: �0 MO CD N 0 2 C:) a, (.0 > LO LO E2 < Co C:) co CY) N =3 CY) U) 0 M Co LO 4_j 4-1 U) 0 (n N N co C:) C:) ILL N rl- a) Lo < 0 LO N T_ E 2_1 .2 0 6 Z M Z =3 E 04 E 0 0 'a C11 < 0 f (D _j JOB NO: 22-12364 SCALE : AS NOTED SHEET NO. SN LO LO ID U') 12 JT 39 CN 7 F1 L0 Ln Cn :9 E 0 -9 0 CL =0 -9 -9 C14 114 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH ....... .......... ....... . ... ......... .. ........... . . .... % .............. . . .......... .... . .... . ...... 16GAxl-1\2" LONG (3/4%1" CROWN) WALL SHEATHING MA . ...... 16GAxl-112" LONG (3/4 -1 STAPLES @ 6" O.C, VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET CR WN) STAPLES@ 6" 1A I I O,C. STAPLES BETWEEN STUDS AS SHOWN VERT INTO STUDS (NOTED THUS:—) V 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** 1 Of -Oil TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 51-01t < '01 0 C:) -OUT FOR STUB -011 0 Lr> GAS METER 0 _I A *1 -' 0 C) 0 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS� 2" X 4" @ 16" O.C. T,5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 11 O.C. 2" X 10" @ 24 I 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O,C. 15141 (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(5Joist Backer Block T hickness Filler Block Thickness Series I 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM U) LU STD, 90* CONT. #5 CONT. #5 > HOOK BAR T BAR #5 CONT, F ROM FOUNDATION TO HIGHEST F_ ---------- I 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 Ablockall TJ I TO BE CUT TO ALLOW FOR BLOCKiNGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR S Solid block all posts from olid posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S, 1/8" min. 21' min. 2" Small gap " .. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Ti ght fit 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. 2x4/Plywood/OSB we 2" min b stiffener - 4) Place joists together and nail from each side with 2 rows of 1 Od nails Hangers with side nailing. required when indicated or 4" max. 1 6-1 6 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite sides by 6". OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP Hangers with sides not containing WEB STIFFENER top flange of joist. Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION Under 2nd floor coh innn w/ 1nPr1_,. N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif max along load bearing wall. Load bearing wall must stack *Non-stackmg walls over squash=20 blocks and 0 require additional wall or beam below.* consideration. Check k local building code for appropriate details in ---One 10d box areas=20 of high or=21 sinker lateral load, nail each side at bearing, Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or 0 Glularn Beam Boise Joist Blocking I I.qp T' 11 Oril nnil� qt A" n r higher than 15001b, BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 'oc' Provide adequate beading Use 1 Odx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails require additional consideration. SECTION"" INT. BRIG. WALL V-) N.T.S. MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (se, (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch I or drill flanges 111 A IY2" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 61' 61 CANTILEVER LARGER THAN ROUNDIN THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER 2 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. Web Stiffener Fastener Schedule Joist Bearinq ocation Series Depth End Intermediate BC15000s@ 9-1121, 2-8d 2-8d 11-7/8" 2-8d --3-8d 14" —2-- 8d ____5-_8d­ BCI 6000s 6 BCI6500s8 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6 -8d BCI 90st� 11-7/8" 3-16d 3-16d 14" 10 5 16d 5 -16d d 6-16d SIMPSC w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) - NAILS 1 R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide he I -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -111 111 Nail with 10- 1 Od na !is. ��lnstall tight to top flange. 'A SLEEVE THRU STEM SEE PLAN FOR , �% I FOUNDATION INFO 4 STEM FOUNDATION rE M - R 10F 0 �11 Filler block. Nail with 10-1 Od nails. Backer block required wheii mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap—�_ Backer Block "rop 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 114%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ;? 7 7 t -0 6 X Joist depth D 0 . ........ I -JOISTS BUCKETS N.T.S. GRADE E PLAN REINF SE AM I 1=1 I 1=1 4 #5 REBAR AJC CHASE 4" PVC (2) SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT= 1015# 10A X1 J/ 10151 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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-O"—\ CENTERED @ PIPE PENETRATION IPVC OR SCH40 SLEEVE r— PLUMBING LINE .4 4 I z CD A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PV H LEE PLUMBING LINE 4 SEE FND. PLN. SIZE & REINF. C= cl-A 'J z: M C= d, CJ p CL ccul wv % C14 ir. CN 6! FLO 0,111 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. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V E o m 0 8 0 0 N C) ca LL LL CUL 0 Z 0 LLU 0 C: W .5.ffi Cj 0 2 Y, ow W z LL co . M 0 co z < z HIM= W 0 00 Cl < C� U1 (D u- 4--J M -M U 0 UP) co E 0 U) 03 < 0 z Cl) U_ c6 E 0 < 14 E 8 @ ca C1 E 0 0 1< � 00 DO 0 0 1z .. W U.) C < < 1'. zw ?M _­ (1) W . A �E *2 0 Cn 0 3.. C) W 0. z �O CL z W zw CD CD 0 mi a _117 LO LO T I. -I F— C) co C:) CV) Cr co 1100 L0 U) < 0 (n (N 4— M 1 C\I cc C:) -0 .0 ILL N Ir- a Lo C) LID CNI Ir— 4) E 2� C) CD CY) . . 6 z W z E E 0 JOB NO: 22-12364 SCALE AS NOTED SHEET NO. SIN 1 LO L0 ID V) Lin LO CD C1. E E 0 0 EZ 12 �O 0 0 A ff, Cl- .2 CL. 04 C=) C�, (D i5 Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) I VARIES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP, TYPE "X" @ GARAGE WIA HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C, CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-) NAILER STD. 90-HOOK (SEE DETAIL V -2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.1 1) -FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WEI (MIN.) @ GARAGE SIDE IF APPLICABLE. .PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & 2x P.T. PLATE - -HURRICANE ANCHOR @ EACH @ 6" M,�� FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER -SHINGLE ROOF, SHINGLES TO A '115., 111'. 1 5� BE IN ACCORDANCE w/ ASTM E :;:-= -= _-- 1=1 I F�ffil D7158-CLASS G or H, or ASTM -CLASS F, IN D3161 I=,''LL I I /V � mIl 11 111 IL 1-1 �� I I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING El I CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ( GG ELEV. SEE TYP, WALL SECTION SCALE: 3/4"=V-0" "i (;.-I -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS ,8"x8"X1 6" KNOCK -OUT BLOCK W1 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE 'IS" MORTAR -ARCHITECTURAL FINISH 1x2 FIT WD FURRING @ 24" 11 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. CV) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 IXI /-NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESW DECO FINISH 4" to 6" BELOW GRADE Z! z 00 Cw) 6 MIL VAPOR'/ BARRIER I> C14 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR I I T11 ASTM D 1557) 3" MIN. CLR. (2) #5 REBAR CONT.-/ ON 3" CHAIRS TYP. 1 V-4" (1 STORY) STD. 90 HOOK (SEE U.N.C. 4" V-8" (2 STORY)i DETAIL) TYPICAL WALL SECTION ii �A SCALE: 3/4" = V-T OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB--\ 14" PAVERS� O.H.D. RECESS A% LL 4" 50 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'�" (1 STORY) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) Vff' (2 STOR)) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. -IVA F -T/Ir- -IV/IF 6:d- -- -R\ ­7 -+5;d 6;�d- -, -4 -�- -6;d 5/8"OR 1/2" HIGH STRENGTH -`-� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ___z \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Yj'GYP. TYPE "X'@ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS "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 7116" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL ,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" 0. C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 U-1)" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x*10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/(10) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CIO ELEV. 0'-0",i (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE A. F. F. "Aw O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24"O.C.) 211 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WF OR FIBERMESH WWF OR FIBERMESH ELEV. -0'-3 112",gF, 3 1/2" MIN. 3 1/2" MIN. F. F. A. 0 2x4 CON T7� L LL 4 1/2"(ni 3 1 C14 00 00 P7 /2 min' - 4' 01 M' 3 1/2"(min.) 1,( 7' GARAGE DEPTH VARIES (31 LLI=, I I IL Uri .1 L L I JIF r ­3 1 ­H mi� �f -III I (2) #5 CONT. 9T I :Ii M 1 8.1 (2) #5 CONT. 8"- 4" V4" U.N.O. MIN. U.N.O� MIN. .GARAGE SLAB AT STEP �B TYPICAL BEARING WALL (o) STEP (cb SHEARWALL rc"""� TYPICAL BEARING WALL @ STEP rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-1)" � S3 ) SCALE: 3/4"=V-0" 'i S3 0-11 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2xS.P.F.ST DS 16"O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. .4 A v 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 -P. FORM SUBMITTED WITH PERMIT 1 "x T' ST U D 2x BLOCKING HORIZONTALLY@ APPLICATION rr NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDI NG 111111) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) BOLTINFO. 518"x6` BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ X *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20- M I N. LAP [24" M I N. LAPI #5 REINFORCING X SPACE ANCHOR SPACED EVENLY FIBERMESH BAR /< BOLTS 6" MAX FROM w/ (10) 1 Od NAILS C\I 2x PT PLATE WEEP SCREED INSTALLED >< W I ATi END OF 2" x PLATE TYP. ASSUMED FINISHED �GRADE E . . . . . . . �:­ PER MFR INSTRUCTIONS ""-#3 OR #4 REINFORCING BAR GRADE 40 MIN. i 40ksi #3 & #4 LAP SPLICE IrGRADE60 X / X X uj 0 -j a- L I - I, MIN Fv=60ksil U) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10--0" (R302.1 1) 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 26011 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cl) a- ;2� co '0 I>, FINISH GRADE 00 2 25" MIN. LAP (30" MIN. LAP] 1=1 Jill MONO OR STEMWALL X IIL"TT= LU FOOTING MONO SHOWN LU 00 U) FOR CLARITY 6 MIL VAPOR BARRIEff A. R 17/8" H- X ",ELL Iir- ---- #5 REINFORCING BAR T- ;2� #5 LAP SPLICE 0 U� NOTE: =E: I I Z�11 T W r�� 11� *FOR BEARING WALL COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY D1557) J�, L 1 411 V-411 H FRAME WALL TO C.M.U. WALL CONNECTI 0 N TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4117-011 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--, .4 41 00 1��j J­[=:UjJ -=El #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4"=V-0" Ii S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Cl) A" co IHII 0? I I I;;=W I= .4 F=-1 I SEE A/S3 OR J/S6 LIE FOR REINF. INFO. 3" MIN. CLEARANCE V4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOk SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 01 -of, CONT. BEAD SEALANT A., INTERIOR 2X STU -3 1/2" A GARAC CONCRETE NAILS W 1112 1/2" GY EMBEDMENT @ 12" O.C. W/ DR I I PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT, TENSION 120#) CONCRETE SLAB 6x6 <d WWF C Cl) 6 MIL VAPOR BARRIER I] - -11 -1 - 11 - T11' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=V-0" "i �S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-1i SLAB INFORMATION. k4) ttU %�V I.. I 36" M I N. LAP [36" M I N. LAP] ILL X /I ON 3" CHAIRS 8" V41 811 I (TYP.) "-#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. SCALE: 3/4"=V-10" 1\,13� SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1 Old NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 4 SEE PLAN FOR TOP OF BEAM '9-/ & LAYOUT DESIGN ;j 4 Trr SEE ROOF PLAN 00 A (2) HTS20 FOR STRUCTURAL E BEAM SIZE & 4 CONNECTION INFO �j4 g /-P2�,,4 TPi 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 9 MIN 7/16" O.S.B. SHEATHING 8" B. z ATTACHED PER NAILING FOR REINF. INFO. I CO 0 SCHEDULE OPTION #1 COLUMN LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE Ei UJ U.1 CONNECTION INFO. SLAB STEP & RECESS (a) S.G.D. M SCALE: 3/4"=V-10" DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 114"x3" TAPCONS MASONRYWALLAND E COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 181D1 PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS YWALL SCREWS @ 8"O.C, TO FOUNDATION PAD 9,!4 0 CONT. FOOTING STEEL OOR PLAN SIZE VARIES PER PLAN 00 GRADE BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 1.4 x W1.4 LU LU SIZE AND REINFORCEMENT) z LU R FIBERMESH ULI (n 1-- Uj ii Uj - 0'-0" FIN. FL BRICK PAVERS or SLAB PER COMMUNITY SPECS Uj U) W = CD 0 C-) LL 4 - z < CC < I FOOTING 1 11 -1 ­ I F:�I i I BEYOND PAD REINFORCEMENT 3" MIN, CLEARANCE (SEE SCHEDULE) SEE FOUNDATION FOOTING WIDTH CONIC. PAD INFO, SEE SCHEDULE TAPERED COLUMN FRAMIN �C�D12 PATIO COLUMN FTG. DETAIL iii �N SCALE: 3/4" = V-0` SCALE: N.T.S. �3 C= M C-0 C�4 M Ct C/) C. C�4 le s. C, CC j % CC ij Fo W Oct \A11 - F 00 00 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. 0) W E 0 U,, CC00 IOD co '50 -L 04 C) CIL M LL u- uj 'S -, W C? C, 0 0 z IL 0, TO ('q 0 Cl) Z b< 0 z W 0 W (D V ;2: '0 to V, :2: M 'a M LU 0 V) V) =3 L=U E C-) < 0 co W ce) z LL, c6 E g- 0 E 20 <R za . L 0 C', C:) C:) .0 x z U) Z z z 'W z 0 z W C=) C:I Lo < .0 0 > Lr) L0 0) 0 10 co CY) _j cy. 0 U) .9 M U) 0 C,4 0) C) LL Q T- (M L0 C) li 04 'r- 4) I= E `0 C.0 C10 0 ra z E i6 FE E 0 0 0 -j M :2 0 (D -j JOB NO: 22-12364 SCALE : AS NOTED_ SHEET NO. S3 (MONO) LO U-) P 0 9 f"i CM LO Cr (41 41 :t" 0 -0 �2 =1 C'4 Ln Cr c-' t7, E P2 E 0 LZ <1 z 9 (D Eff C`4 (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 HEADE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION. X CONNECTION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT R __--­2X DEAD WOOD @ MID PO I NT W/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5181, 8" v —SOLID AREAS ARE 7 5/81, 8" TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK JR] EVENLY 11 WALL IS 11/2" MAXIMUM INTERIOR I0 I 10 EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL —\ 11 1 E I FACE OF BLOCK WALL IS 2 j1/4" _j I I — 1 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) 1 Od @ 8" VARIE6 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. � �4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. ,---.--_—PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W1 STUDS @ 16" O.C. W1 SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAI CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" OIC BOUNDARIES 6" OIC SIMPSON SP1 W/ (10) 1 Od EDGES & 8" O/C FIELD 71 1 44 NAILS AT EACH STUD 2x P.T, PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID WIGROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. HOOK IN K.O. BLOCK KNE E WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE — L___ 1—/— BLOCKING (TYP.) �—ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL DOOR OPENING F=_1 FF—T -DOOROPENING TO DRAIN EXTERIOR F111 WALL CLEAN -OUT rA WALL SCALE: N.T.S. � �4 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW MASONRY LAYOUT rD SCALE: N.T.S. KNOCK -OUT_ BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 4 1 1 1 -1 21 1 � I . I /. 8" STD.9d'HOOKJ811-., LINTEL BEAM W1 (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: 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—� < Uj > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOW N PC IN POSITION GARAGE ENTRY FORM DETAIL 2X6 2x6 MOUNTING BASE SCALE: N.T.S. _8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET I 7, GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF . ow� GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. z BOTTOM OF MOI INTING B� POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl 6 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET Wlf��IJN'�Z ANGLE FOP iARAGE lOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS I FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER] TYPICAL GARAGE DOOR BUCK � �K SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-41 (1) (2) (1) (2) (1) LSTA30 4'- 9- (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) -T—(4) (2T (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" OIC FOR 2"x1 0" OR GREATER HEADER \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W1 (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T, BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL — rQ SCALE: N.T.S. � �4 4 SIMPSON SIMPSON SP2 SP4 C. 2X STUDS @ 24" 0. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. 1 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�� SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2X4 1/2" EXTERIOR GRADE SHEATHING CRICKET�DA�S�f� BLOCKING W/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ICU) O/C FIELD < -Z 2x TOP PLATE C0 \!2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 W/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24 (24" O.C. MAX) W/ MIN. 4" EMBEDMENT O.C. MAX. —PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR7 STAGGERED FROM BOT. UPLIFTCONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- H I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE _MAS0,N_RY_WA_LL__DETAI L ___ � 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 1 Od @ 3" O.C. (14 -7 NAILS TOTAL) EA, SIDE OF 4,9,,43PLICE STAGGERED 'A 1 Od @ 8" OIC ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO YbP PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG, TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. � �4 F= 2240 LBS SIMPSON C P.T. ATE "WivirOU114 or,+ SP2 I SIMPSON S SIMPSON Spi SIMPSON- SP4 10( ST J-1 M, TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL \,NAILED INTO TRANSOM FRAMING SIMPSON SP4 < 2X8 P.T. BOTTOM P�ATE I 777 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 /_ SIMPSON SP4 \-5/8"x10" "J" BOLT @ 24"O.C. MAX, (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL/"*j P4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 24" O.C. 3OLTS @ �X 2X P.T. PLATE SCALE: N.T.S. �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT C ROOFTRUSSABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W1(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-O" O.C. -MASONRY WALL 10d NAILS@ 4 NAILS @ 6" O.C. 10d A STAGGERED /I STAGGERED 0 0 TRANSOM FRAMING BEYOND. ,.--PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" SHEATHING O/C BOUNDARIES 6" O/C EDGES 10 & 8" O/C FIELD SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- 5/8"X10" J-BOLTS @ 24" O.C, SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM 2X8 P.T. bOTTOM PLAT E UU "L5/8"x10" "J" BOLT� @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. S4 C= C= C3 tL15 CJ ,r- X,­ .2 M 9 -2 E vItzift. IN, % e S 0 11 ltqf(td,1�111 the structural plans and specifications contained within these rawings comply with the 2020 Flodda Building Code - as en a on riginee s signa ure an sea the structural engineering portions of the drawing pages bearing ng nee s s gnature and seal. W 04- E 4 sz, 5 64 0) 0 r_ 0 :9� COOO ID C'4 0 *k 't MC -uj L It ui j LU a. :2 9 15.F 5 N �2 0 W 0 2 , (n x W 60 CP , oo 3 , Z� 0 In co z LL 04 < 0 b 0 0 z 0 co W 171171 V c,1 V) u_ 4--J U-1 ME 0 0 - 0 V) LU 2 E Rig 0 CS < i-4 co 0 z U_ cri E . 0 < 0_ E 00 I z @ IT (6 C1 o R o 2 pi ()o 0. 0, z CD E 8:. < 0 z w 79�'0 U3 < 0, z son 2 82 z 0 w w a,-: < X 0 I co W 1. o 2 C:) E2 (0 LO LO M co CY) j C� ce) 0 CN M LO +-a < 0 4- CN C:) C) -0 LL CIN .0 (0 0 LO T_ LO CN r W E (0 T, 2:1 cf) Z C) 0 ca z E C: cc E 0 0 'a Iry 0 < 0 a) JOB NO 22-12364 SCALE AS NOTED SHEE7 NO. S4 tg z LO LO P Cr n -zi LO LO C/) CD 161 -94" LO E 9 E 0 9 a_ 9 —0 FL SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS --- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAI L w/ (2) 16d NAILS 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK�G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS 8ACKNAIL w/ (2) 16d NAILS UNSUPPORTED, MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 IF 45'± 45'± 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CRO§§ BRACE SCHEDULE FOR APPROX. 8"FROM SHEATHING DETAILY 2x4 KICKER 4 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT XKI @ '_O�OER @ 8'-0" O/C. 8 /C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND y 2x4CROSSBRACE WEB LENGTH & NOTCH AT (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & ,----FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOENAILS@ EA. LNU BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS 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 SHEATH ING ATTACHED — — 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wl 1 Od NAILS @ 6" 0. C. I 1 6- 1771 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NA LIN S ED LE E DETAIL � 2"x4" CROSS BRACE—� X x APPROX. 8" FROM \-DOUBLE RIDGE FASTENED AT \ TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END 1z L" BRACE TO EXTEND EACH JOINTw/ (3) 10d & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING //-,-1/2" CDX PLYWOOD OR ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED W/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12 AND 12" O,C. FIELD O.C. FIELD BOTTOM ATTACH ED (2) 16d NAILS W1 (2) 16d TOENAILS �-2x4 "T" ON TOP OF PANEL . . CM 2x4 "T" ON TOP OF PANEL BLOCKING�' 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2X4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 10dx3" @ 4" O/C FASTEN WITH 10dx3" @ 4" OIC SPACED 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUR 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 0KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH T O.C. SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " " " MOISTURE BARRIER 1 Odx3" @ 4" O/C IN I 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 wl (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24-, GABLE WEB SECTION_ WEB, USE MSTAM36 wl (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDM ENT IN KO BLOCK SCALE: N.T.S. 1\15� TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL--,,,, CHORD BLOCKING NOTES AND NAILING x x INFORMATION zo 00 00 SCHEDULEFOR -111 SHEATHING DETAIL BACKNAIL w 1 2' , (2) 16d NAILS -WOOD TRUSSES ZD ;0 00 1. 2"A" CROSS BRACE ---- APPROX. 8" FROM -2X4 RAT RUN BRACING -+-T 11112" x RIDGE FASTENED AT 1-1 AT 24" O.C. ON TOP OF i-vj� tp EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 4�t Ev--� 10d & (2) 10d TOE ATTACHED W/ 2 - 16d 4a 4a NAILS @ EA. END 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 @ 41" OIC 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 = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOE NAILS -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 J, OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING --2x4 "T" BLOCKING @ 481, O.C. 16d NAIL 1" BRACE ATTACHED LS z 10d NA1 4� P1 @ O.C. TY C L Al GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. /---16d NAIL 1" BRACE ATTACHED @ 4"0, W/ 10d NAILS TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C -GABLE TR USS TRUSS VERTICAL APHRAGM FCKING @ O/C SIMPSON SP2 wl (12) 1 Od L2x4 LEDGER (MATCH BOTTOM CHORD DBL, TOP PLATE 2) 2"x8" 1" BRACE 711 NAILS AT EACH STUD FASTENED WITH (3 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION SECTION (a)I SCISSOR GABLE "T" BRACE SCALE: N.T.S. ���5 SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 01S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSI3 SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 0KTA W/ (4) E AND 12" C. FIELD 1/4"X1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2X4 "T" ON TOP OF PANE EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) t- 8� SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. 1\15� SCALE: N.T.S. S5 1INIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"A" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" �SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16"O,C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP W/ 10d XO.131" @ 8" O.C. ALTERNATE NOWDRO GABLE END DETAIL 10 SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 1 Od @ 4" O,C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "12' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) W \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C �­MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 2411 0'011 - T-101" 31-10" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND 2) 2 x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" OIC. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W1 (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'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-10" MAX. LU 0 IX CORNERJACK CD �e CL L) < z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX 'X'BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Ll NOTE- ZTOP CHORD 2X4 #2 SYP 13RACING NOTE- ZTOP CHORD 2X4 #2 SYP 13RACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" 0. C. MAX, FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-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 SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C= C= L U C-1 C14 >< C= - E W = U "Y CW= Cv E /V "C�- Ad C 1:4. a Y.j cft2_1: U JA r L 0 (01" 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 W E a to 0 1, 0 0 14 cc: u, U. U- -5 -dy' = Ca C -r- a 8 FE � 0 W :E; '� �; O:E Y, 2 W co . M 0 . U') z < a z N < W 0 6 W fz'- 8 < Q) 0 LU M Fe M 0 U.J V) Ln U=j aim E 2C 44 zi M . z z < U- 9L E Z6 <� E 8 ui ca '6 8 00 o z E C-4 .0 �z �z .0 ;9� M CO C 1, 0, Z' z Cn W 0) 02 1z no z '0 ow W 0 MjC=3 0 z' LO LO < W L— 0 co CN co 0 (D N M M a) LO 4­0 0 U) C'4 4- C'q 2 C:) C:) LL r- 0 CN to co 0 E ca 0 z E E 0 0 C 4) JOB NO 22-12364 SCALE AS NOTED SHEET NO. S5 t LO LO v, CN A �2 3� �0_ re) 7 LID LO DOOR JAMB (REFER 1x4 1/2" DRYWALL F DOOR JAMB (REFER F-1x4 12" DRYWALL DOOR JAMB (REFER TO PRODUCT 1 x4 F 1/2" DRYWALL TO PRODUCT P.T. P TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. / . APPROVAL FOR CONN. W P.T. x4 114"27X8 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON, INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END ... ....... 2" EDGE DIST. A17ACH 1X8 PER MANUFACTURi:: MASONRYTHROUGH 1-1/21v DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. /16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O�C. & 4" FROM DOOR JAMB (REFER N APPROVAL FOR CONN. 1 X4 1/2 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 3 /16. 2x8 P.T. w/ (2) ROWS 3/16" 3-1/2" TAPCON 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x @ O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ P.T, ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O-C- 3-1/4-1 DETAIL BUILDOUT OVERSIZE DOOR -WINDOW ROUGH OPENINGS( CC IQU—) SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (11/4" MIN� EMBEDMENT INTO BLK.) I X4 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 CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od 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 SCALE: N.T.S, 1\ �S 7A X8 INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8"O.CL 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 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 114" TAPCON (11/4" MIN. EMBEDMENT INTO 14" MAX Z-O" 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 W1 (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK -13 B SCALE: N.TLS. �S .B ON T SECTION A -A 2'. 78- 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2x845 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA, SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH S TART OF ARC 4'MAX. RAD. EQUAL MAX. 8" PROPER INSTALLATION #5 REB (TYPI) FILL SOLID BOTH CELLS STD. 90' HO OK 0 Ml� — NOTCH WEB AT ±5 FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON H M9KT w/ (4) 1/4"xl 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%" 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 EE S TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ #2 SYP @ 24" O.C. TRUSS COMPANY OR 2X4 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH PLj 12 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE F 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN, LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR 13 STILL PLASTIC AND BEFORE FINAL SET. AT THIS �c SEE GLASS BLOCK INSTALLATION NOTES, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. . IF TRUSSES USED) W/ (2) #6 X 4%" 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 SCALE: 3/4" V-101" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W W M AT PERIMETER WHERE THIS CONDITION OCCURS #5 CONT. TOP & MID WITH MIN. 3" COVER 6-101" -0. t, ko —11 F- = I GRADE A' C0 CN (2) #5 REBAR. (1 -STORY) 16- MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLEDCELLPER FOUNDATION PLAN 11111011, UNACCEPTABLE INSTALLTION 41,#* DO NOT DO THIS �R - �YP.) THE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BIRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING W1 2-12d NAILS #5 REBAR (TYP,) #*# eD� 90- HOOK CFYP.) SCALE: N.T.S. ALUM D IP EDGE 2x SUB FASCIA 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. 2x2 #2 MIN. P.T. W1 J-CHANNEL SECURED @ 24" 0,13. FASTEN TO: - CMU w/ 3/16"x3' TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1 MIN. 1 " EMBEDMENT@ 16" O.C.) - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + Li4 + + �Ivo 7-, iy + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT "_� + CENTER S05FIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG MAX 4'0") , - SI SECTION @ ROOF EXTEN ON SCALE: 3/4" = V-0" _qPP _(ZHPPT 17Y) ANn SIMPSON HTT4 W/ (18) 10d X 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE >_ z 0 �2 U_ < @ FIRST COURSE 4%# 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W1 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 NOTE: LAP SHEATHING TO SIMPSON HGAM 1 OKTA @ 12" O.C. w/ (4) /4x 1/2" SDS S REW INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK �L RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. A FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR A FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEE N 3/4" TO 1 1 r2" NOTE: FOR OVER HANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-0 if 51-01v Ar-f INISH FLOQ R % 70 A .. A' __--#5 BAR CENTERED W/ IN TOP KNOCKOUT/ C\j A -- -- ----- A CHAIR BLOCK ____ -- . . . % MONO FOOTING -1 A SIZE AND REINF, PER PLAN AND SECTION DETAILS A .0 A CLEAN FILL DIRT 2 1�__STANDARD C:) 90r HOOK #5 BAR IN FILLED CELL I L v L, '16 v L L &v REINF. PERLAN AND STEMWALL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS 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 I RETROFIT FILLED CELL DETAIL SCALE: N.T.S. SAW CUT SECTION SCALE: N.T.S. C%j C= V.-I C4 :.< C= cc CN CU &� 2 r= ;7 CD tlzle 1 101 11 IaRo -y 0 ro C-4 C C14 O� F L 0 To the best of the Engineer's knowledge, infonnation and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineers signature and seal is only for the st ctural engineering portions of the drawing pages bearing Enginreuer's signature and sea]. W 11`_� ig E 5 (0 6 12) 0 0 CO a) Cq co co � A N , 0 0 13 0 *k 6 C') ! 5 j u- ,,u :� ;, 2 Z -ia i go 51 0 1W :,:L 02 Y, OR co 01, Z IL co Z� 0 . M U') Z < r < 0 z W 0 co 1113 (D 2'- a fz- � 0 zz V) = . CD.1 �2 C/'> LU U ]k en wig ai LLJ 61 IM�11 < 2 - r— <0 — CyL) C") -7. __j U_ E F= 8 <1 '0 00 z CL C> E C:) 0 < 0 � 0 < Z W z T w W < - 0 0 Z q 0 < 2. -0 zz �O 0 z �C, z 3: C�l CD 0 < C) LO C) j co T_ (n CN ca U) +_j < 0 W 04 0) 04 C) FL C14 CD 0) U') E 0 6 z E (N 4i ca r_ 2 a. E 0 0 0 16 0 a) _j JOB NO 22-12364 SCALE AS NOTED SHEET NO. SS 01 _39t 0 ce, �5 - LO Cr Cn Q 9 co r-n Z2 LO 91 C) C'*, CROSS BRACING DETAIL (TYP.) SCALE:NTS 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 wl M IN� (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE I T 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 ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A -----Z-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX vvl I WM ­�l I I I lw­ v V­ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 21-01' O.C. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD TRUSS ,-ROOF SEE SHI SHEATHING PLAN 1. 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS 3;�'A (2) 2x8 #2 SYP w) O.S.B. FLITCH P1 TOP @ TRUSS 8 U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING (2) S I M PSON H ETA20 w/ (8) 1 Od ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 WALL SIMPSON MSTAM36 w/ (7) 1 Od SSES HIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH H2.5A W/ (10) 8d NAILS TRUSS OR SIMPSON AT 48" O.C. (OPTIONAL) BEVEL CUTS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r-3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 3IMPSON HUC41 0 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE =17 PLAN FOR MOI NFO r I L SEE FLOOR PLAN FOR TIE BEAM BEAM RAISED ENTRY MASONRY WALL r4 SCALE:NTS L.SEE PLAN L. FOR CANT I I COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN CONNECTION INFO INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR Rj 0 REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BW CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B. OPTION C. COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS1 8 W1 (14) 1 Od NAILS TYP. U.N. 0. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" /- BM. SPLICE OVER CENTER OF POST MIDDLE BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 1 Od SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X1 0 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE:NTS ,llii-N VARIES 2x STUDS @ 16" O.C. I-F ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 wl (10) 10d x SEE PLAN FOR ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON 8d NAILS AT VALLEY TRUSS SP2 W/ (12) 10d NAILS AT TOP NAILING SCHEDULE OUTLOOKER 2X4 #2 SPF BRACING @ 4" O.C. INFO. EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON TO TRUSS W/ (2) 12d TOENAILS NAILING SCHEDULE EACH END (BETWEEN TRUSSES PLATE & (2) 12d END -MIN FOR CONNECTION SP1 W/ (10) 1 Od NAILS (2) 12d NAILS TO EACH VERTICAL STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR GABL ATTACHED PER NAILING BOTTOM CHORD (2) 2X4 LOW ROOFMAL STUD) SCHEDULE PLATE MORE INFO. TRUSS SHEATHING ATTACHE x- PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d A-, VARIES W/ IkVARIES SEE PLAN //--2x4 BASE PLATE W1 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ---------- FOR WALL LOCATION SIMPSON LSTA30 W/ SIMPSON MTS12 W/ (14) 10d X \F ROOF �LOPE 3� (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 W/ EACH COMMON BELOW @ 16" O.C. WOOD WALL-\ MIN. 2X4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING OR TRUSS. '---2X4 CONT. W/ (2) XXI TYP TOP & BOTTOM SEE PLAN 16" O.C. W/ EXTERIOR TO FLOOR GIRDER 16d COMMONS A xx STUD TYP. T&B PER NAILING SCHEDULE & L '�PLYWOOD NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. MASONRY WALL B�Lbw: SIMPSON (3) 12d TOENAILS TO HETA16w/(9)l0d�1 1/2"NAILS@ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLt fRUSS A ROOF SYSTEM BEAM BELOW: SlOkN HTS20 W/ SEE TRUSS PLAN MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTE (24) 1 Od x 1 112 TOP OF WALL . It, M OR BEAM NAIL� @ 4'-0" O.C. Z FLOOR GIRDER I W1 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UN�DER �tOR G.T. MASONRY WALL SEE, @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL wl SEE PLAN 44. PLAN FOR MORE 16" O.C. MAX, SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) tv MANUF. SPEC'S FOR INFO. FOR CONNECTION 16d NAILS AT EACH END SHEAR TRANSFER SECTION @ FLOOR CONNECTIONS TO G.T. ABLE SECTION AT HIP G EXTERIOR. WALL SECTION @ ENTRY (8'� CONNECTION r2 2 K'�l 2�, SECTION @ BUMP OUTr3q SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NITS DETAILS & SECTION C3 cr. w �&�tE C= Cj C L'� C Coll C4 C14 72 >< E. 9 CU CL C. .0 k;" /V NN Qj C=0 L ;!p % S S 10 V, I I 10\1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'It E 0 5 cc 0 J� wo 0 8 0 CV 0 't r6: C�'� u` f Co U U_ ui a _j Z i -n; UT' 13 ga 9 a j =3 r-;; 0 W 'F'C'10 2 W 00 0 LO co Z < IL (5 N .. < 0'� 0 Z C) El FEE CO 41111111111UH4111h < arm% Ln (D j - 0 L.0 un Ln (Z E 0 0 (01 01 M < M 0 �jj C.0 W CY'> z z < c6 E Z. Z' � <.- CL 0 E y ­ 'Z E; 0 0 C1 0 00 O� Z E C-2, IT,- 1, 0 Uzi ::3 U 0< Z wo OZ Z 2 �: 0 0 Ez W 0 < E0 �5 0 .2 C) > LO L0 0) 2 M (9 0- 0 15; co N :3 C) co _j C) IT- Cn 0 'a) Cn Fn " L0 Ir— 4-j �5' 4_j 0 4- C%j -2 0 0 -0 U_ CN -0 C) LO < LO E CD M 'E C) 0 M Z 4i E 04 9) CC E -0 0 '0 CU < JOB NO: 22-12364 SCALE AS NOTED SHEET NO. D1 at LU W. cr Cn :19 C�l C14 LO Ln :9 -0 < CD CD Ul) C" a :E C I E E LZ pa 51- L 9 C14 2§1 C%4 C11 C:1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK /-2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF V\11NDOWFRAME WINDOW BUCK ACROSS WINDOW BUCK BUC AND EXTEND TO WINDOWFRAME 7,./ MASONRY ATTACHED ER CODE ANT 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW MNDOW FRAME 3) SEALANT WINDOW FRAME T( WNDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESi:RATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTAILATH T\AAN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1 . Cut, fold up & temporarily secure resistive barrier above header to allow tor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO P1 A K111-1 WEATHER /E BARRIER & !ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI,1 UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the 0 numbered items in the list of instructions below: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (13" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN SLOPE kSHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND Z OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING - 1 (2) 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) 1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'4' PER PLAN V-0" PER PLAN 4 4 4 J_ SHOWER SEAT Z 4 4 SELF -ADHERED FLASHING OUTSIDE CORNER LU W > Z Z Z :5 cr_ fy LLJ uJ CIL U) W LU 0 U-1 U-1 LU LU W 0 Cn 11 WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4'A "BEAD OF CONSTR. (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type I felt or SUBFILOOR other approved water -resistive barrier shall be applied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied 7777 7" . p 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 RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over Qwood -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. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDE Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE EXTEND A MINIMUM B" ADHESIVE AS SHOWN) 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM contraction, ASTMC TOM OF BOT flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions, Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage, Openings using pan flashing shall incorporate flashing or protection at the head and sides. 8 1 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. AIM RL MI 11 kPER Ground 3.3,Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections, 7.7.At built-in qutters. Water Resistant Barrier LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, �OSB% PLYWOOD, DENSGILASS ACKER ROD FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SFLATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block I st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. /0'*N WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buff joints need to becaulked using Stampede or sim. caulk for all ME: 2 I : �� � . 2:r- C= W CV3 M CJ Cc Ca co ca. r= J.� C5. C14 C14 C=) C14 I To the best of the Enginear'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 E 1- 9 8 cb (A 0 t- 00 C: (D Co 0 u- U- ul ul - Z C? - �6 Cq �0 021-0, 0 2 1 05 b Z co Z L0 LL L M LU . < a CN cc 0 Z 8 0 W LO Z: 2! CD .9 4--J - 11: (Dra �2 0 Ln E =0 U 5 G I 0 -1d co co E m '0 E 8 C1 20 < 00 0 E C=) ru CN t E -� W� �z :9� CO < 9' 0, Z C: 615 W _J O� �' �z MW cn 3: R 0. Z2 �O 0 W r J !D� CD UJ 8 0 C) C.0 LO LO ca F- L_ 0 CIO N C:� CY) C) L) U) 0 U') U) (n C14 0 C'4 CO C:) C) LL M LO 0 < U0 E cc CV) C:) 0 Z ca Z :3 E a_ E 0 0 -a a _J < JOB NO 22-12364 SCALE AS NOTED SHEET NO. W P Mounting BradMs (10 Gwgel +14'x+1,?2'x2-12' Sii!ti Arinchor Srhe VZOMA32 RYN Owt Cross SWport . (May be cut to W) self-Dilling Screw UDM Edge / I ('ryplcaVal in front) WAshan Front Cmss5upowt SeW�­kili Nuts imay I)eCLUttow) IN N Left Bracket (16 Gauge) 414 Self-0411ing Strevi6 lbru Bilackeu & Sack Cron Support Itito AX Unit BoMim Side (T�Piii 3 ea,:h side for hurkane ute) INSTALIA116N INfORMATION Sp�cillcodsa-"..iaaawui =rmoW."r,"Hudri-Akr11-- tgon taill"M Florida DepertMent of Burainesu & Professional Regulation Nolvri Building Codi Standards 121IT2921 ProductApprovall Application Oviall Entity or Date - Date 1"andth! wo TYM varson Manufacturer analoser-&UMi Validated By validated 00thilli FiliCAVeroYal AD 'Stalue" Affirmetion 2020 Smart WYA Prouide, Ind, Micheal Guai hamnes,F, Nui P.F_ Lack, Swdino P,E, 12MW020 �Lws'�b2o IM8)2020 Am--d categoi is (677) 44"368 pis-ta-fs (334)30t1­l8G0 SubOdead Products Introduced ass Resulte finloasmadventcorn N-T-hrobi O_Vd_ Mtfid. E.1-tion-Report to. a Florida R.061-d Architsotor. U-so Florid. Professional Engineer QUWIIY Assurance Apor-drortis Abinroyod for Liss Iff! Dealer, P-Idd Dauxleff. In HVHZ oulaid, Karim Resistant Pm ... ra Dinil F-H. Ord V.rit0sti-Wro 1MI12023 Yi, Yes NIA .10o".100 21 $m�rlvrt Mi 41 W511 Zd Mel Fuji, F ood and VPthfflon vent 1 V31/2 W, Yii. Yes WA -iW­100 3 smarivoi ",do #1540-520 tauristo4i Flood Yont I W3,1)2123 Ted Yes NIA .10PI-IN: 4 arnalliventi 41 540-5i ksuw.driciadvont 12&112M Yea Y" NA t1o"Altic 3 smadviunlit model iiiiMp 6�4 16&quct: Garegs door Road Vsnt 1261&= Y'a� Y.� NJA NIA 6 ShariVent Medal thS40-570 WoqdWlsil in sullied Flood Vent I nl)nz Yes YeA 41A obtimoo 7 &­tVant Mcid.1 #I 540�574 14.5&qut: Gens. Door Flood Vent 1MV2028 Yu Y.s N)A WA Florida Depaftent of Business & Professional Regulation F14i, 1 -ri Budding Codes and Standards In4rM'I Product Approval ApiefiCatiCill Detail .Qpk MrAltv or a 11 1 a Qd� bas Data PDwm- Wri Marrufandurer EhudinavALboare" Submitted rain Arisr-ai Aptromd auto, Rerul�iuh 420 DrexoJ Metals Ire. Jason Shumate Zachary R, Frost Ldi Boadon 0, E. pamp/2000 ovai 0840tzow 10n=02D Aw-led Caltotictir! Roofing ft-ioarogi Metal Rabil;rp J502)363-iall PE-74o2i 1334) 300-1800 Oonni Moth�d;'Evanrejlioo Report ftont a glorlds A M Ap=1js# Anprowd for list Imm Cesium 9nA Weber or Nam =Qfing Product N80ollon co go III CubildoWK Resistant Prosatire I S�sts`ns Difill, 1001,18, OMC 15DSS, DRC 175s.. OMO ZOW- 1MV2025 Yea No WA �180 Dmcffv Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dietall Page 2 d4 1MM22 Entilm Or Data prallis FAnal"a Type ��4 Marrufairture reelect 8nolpear & License vallasted 0 SuMbed FEICAgonaval status Ri 2= Tharma-Tru Corporation Shay. Jas%29c, q LYOQTIF� Sohni RE Ryg J, King, P.E. 04115RPZ IWV2020 '04122)2a2l 0WDSQQ21 AprinowsO Category.' EgleriDr Doom 84S g (800) ]IFF-4$409 p's),767,055 Subcat"QlSr. 6mmsing Exterior Qioor Awarritifies Compliance, Method, EvAlLiabion Reportfrom a Florida Resistered Architect ora Udersod Florida Professional Eligifteer > MaIRVASsurancA Abionoved leir Use Approyed for use 1111"ot Devon !U, M, a], Numb., c,' Name !tr::�T� PMdltd Dmirlation In li Cutirlidar Hi Resale pressrure p1ber-Classid and Smooth -Star Nominal 6&4*,8 opaque, Comp.sft.Eclg.FIb.9I-SVi@hs Door J2131MO22 NO Y� Yes NIA 2 b. Therri Fliber-Cli and Smo2th.Star (In.wnglo.ini X configurAtion) Nominal 6&A39t8_&quotImpaCI8.,quot, Cloaque Composite Edge Fibemim 6 . Mid Dori I2t3Ir2= No Yes Yes NIA a c- Thermai-Tru Fiber-passic and Imootli ad-linatti 0 n.WnP1OvtsW W xo� Ox W OKO oc,hfiri Nominal 6&Z,6 Composite Edge Flberq[sss'DciubliD=q-U1o1 6)(KO 12t3112022 No yesi y6s. NIA 4 14 Tharnw7n, Fiber-CWWcand Sinoi WthoutUelites, (InswinglOutswing:,XX� Nominal 69#30;0 &qtI6 , OmpacAquat; Opaque Composite E;c1i Fiberglass Single Door M$112= W Yea Y" NIA 5 a. Tharma4Trw Fdoer-ClaWa and,5mooth-Star (I nswingfOut9i X oloritgundbool Nominal SW Composite Sclaili�hs(s) (Inw4r,,g1OutaWhg7 XO�. OX� 0XO 1201)2M No yes Y.s. WA 6 f, 7herna-Tru Flber-Clasrajo and Smointi-Stor COhrigUreneri Nominal 89#59;0 &quot;1nVaot&quot, Opaque Eclge��Door Win or 1213,1=2 NO Yes Yes N/A 7 11. Thamna­Tm I'lloar-Classic and Smocith-Star "lite. XX.w OXKO Nominal 6&M,8 &quotimpect%quort: Qlarnad Composite Edile Fibarglass, Single Door I2r31=:i2 NO Yes Yes NIA a h. Thamna--tru Fiber.Classto, And Eirricidli (Ims,,irigMutanirg; Xconfigum. , tion) N.Mirnal Si &q.otl rnNct"Ludt; bladed ComposderE F eth 12131=2 Me Yes Yea, KIA 9 LThemi adelpsi OrjVovt� 0)(0 configurdons) Nominal %#3QA, &q.otImpst&quoi Glazed Coropooke, Edge Fiberglass , Double Door Wth or 1213112022 No Yea You NIA 10 j Therma-Tru Fiber-CiassIc And Sornoth-Ster witf-put Sidelitex, (Invarinal ng;.XXorOXXO coni ti=�O &quat;l om�r N al S mpscit9quot; 01�eodl Composite Edge Fib"I.S. single'Dbon, 121a1t2= No Yea Yes NIA I I k� Themi Fiber-Ciassloond sftcith�stsir (I nsW210uti X coogurai Nomr I 8&;3D;o gLiquotIrnp-otalliurt, Gliazed Composite Ecli Fiberossek,VrigIs Door With IM1120:4 No (as Yes N�A 12 1. Th-Ime-Tru Flib-1-Classid and Srn-6th�Mt Siddlo(d) (InvArigilOvIsving; XO OX V OXQ dollliuhirl nrl Ndm'nnIj.3RO &qUot] mpaoM quot, Glazed Cc in posits Edg 6 Fli berglass Double %� rv.,I)h�., 12J31=22 No yes Yes NIA 13 in Therina-Tru Flicar-tiasslo and Smooth-qatir Wth.ut sidelion On""rWOursawing; con�gural No na, s�;;)0,8 iiquotirripacAquort: Glazed Molded 12W= No Yea Nas WA 14 n. Thomrai Fiber-Classc and Smiouth-Star onvm Nominal 64429;8 IlquotImpacMuluot; Glazed Molded Open Com FlIalglAss, Sing th, 12131=2 1110 yes Yes WA 15 o. ThermeTru rfluef.Classlo end Smooth -Star W=Edg, Glazed pen 'Sid. ti I IlnM=, XO' CIX or OXO corifigurations) Nominal U#30;9 Glaed Melded Open Composite Edge Fiberglass Double, Door with 12J31t= No Yes, Yes NIA Is p, Thomna-T. Fib-Clasia.4nd Smooth-Slar or without Glazed Molded Open Sidelites Nominal Saasgia I ,.I , % ratioris, Composite FelgaRearglass Single Doi Melded 12al*= No Yea yes WA 17 q. Thermai-Tru Fiber-Olassic and Shicroth-Star 0 Op pan Sce"te (9) OX.r.QXO cdo"�'urels) 'cur mil Opaque I2I$1t2o22 No yes Yes N[A Florida Department of Business & Professional Regulation Building Codes and Standarcis Product Approval Application Detail P.O. t6f 1 145=21 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFIber-Classic A. SWINGING aTru and Smcloth-Star (NON -IMPACT) FL2,0461.1 +67.0/-67.0 psf 12131/2022, Therm aTru Fiber-�Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 1213112022 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECT10NAL Wayne-Dafton Series 8000/810018200 #1105 (BX7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) F L8248.1 0 +30�0/-33.5 psf 12131/2023 Wayne-Dafton Series 8000/8100/8200 #1124 (16X7) FLB248.11 +34.4/-38.3 Psf 12/31/2023 D. METAL LOUVERED DRS Cuffies DMsIon of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12131/2025 2. WI NDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 Pella Corporation Series 10/20 FL11206 +35.0/45.0 6/1712027 Pella Corporation Pella 10 Series FL16603 _psf +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 1 Ot2O FL1 1161 +30.0/-30.0 psf 3/27/2023 Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED .Pella MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding F Ll 3192.1 - FL1 3192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 IWA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (fbr Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918,1 - FL16918.4 NIA 9/912026 Florida Metal Products, Inc Vent RV 10 FI 21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202A +97.51-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL784927 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5,. SHUTTE A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - 171-15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A . WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI., PSL, LSL FL6527.1 - FL6527.5 NfA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels, NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels. F Ll 774 N/A 5/2&2024 Florida Department of Business& Professional Regulation Page 1 of 3 Building,Codas and Standards 1125,21122 Product Approval Applicsitin Detail rude Entilty 2a Date Pandina TvVe Vii Mannuftcture Contac Enolneer & woollse Validated QV valldirli $iJbiritibil 1`13C Approval Abbroved status Rwision 2020 Themni Corporation Staue jasperson Lyndon F Schmidt. P.E. Ryan J. King, P.E. 0712312= 07MM= 0712W2= i0113J2020 Apprwed Cat6g*ry,.'Fxtarjw Dom (800) 343-78N PE-43409 (813) 767-65S SubOarturi 9wuinging Extenor Door Assemblies sjusperson@trannstru.co, Compliance MWhod: Evaluation Report from a M Florida Registered Arontactm a Licensed Florida Professional Engine_ AporouggiforUlse Argircivedrieruse Imeact Deston S-0 Product Moda4l. Nurnborer Name Product In HVHZ outsfga "v"Z Resists Presw 1 a. Therma-Tru Fiber-Clusic and Smooth -Star Nominal 6"W;S aquot'impact6cluct� Opaque, Ccinposdo EtIge Fiberglass Single, Door IM112022 Y- ye,5 Yes NIA 2 4, Thermi Rlber-Clagaictind Smoth-Star Nominal 8&'Mg agwotimpa&Aquot Opaque C-'in "' Sl;6,,1 with P* 12J3MO22 Yea yes Yes NIA a c, TKerma-Tru Flber-Classloand Smooth -Star 5defliuls) dri. ". ne configurations) Nominal 68430;s &qu0t;lmpaot&quct Opaque Composite Edge Fiberglass Double Door, vAth or OXX0 Jnl/2022 Yes Yes Yes NIA 4 d. Therrog-Tru Fiber-ClassicandSmouth-Star vAthoutSlul (huaM*0ut%,Arq,. XXor conIgurat[ons). Nominal S&#39,,0 &quot1mpact&qUai Opaque Composite Edge Filuerglass� Single Door IMI=2 Yes, Yes yes NIA 5 Thiamn.�Trui Fb.,CI .. i-rdl SmoothLiBle, OnsmtrtgfOutii q;X.00nfiguradon) Nominal 8414391 liuquot;Impociii Opaque Com 0 F" 'A's - no" Doo, 14ft E! 12J3112i Yea, Yea Y_ NAA a I. Therma-Tru Fib -Classic and Srocoth-Star ad Or ngiiMng�., 0XO . or coolig urations) Nominal 8&939,0 &quot;ImPdt&q.c,% Opaque r'om =rg A or with or 12131t2M Yes Yea yes NVA 7 g. Therma.Tru Rhac-Classicand Smooth -Star with �Iin config.rati NCmIri2I6&#S9r.6 &qUotImpact&quot Glazed Compostiti Edge Fiberglass Sni Door 12J31/2022 Yea, Yes Yes NIA 8 h. Therma-Tru Fibisr-Clusio and Smooth -Star (InswinWOutswing; Xconfiguratfion) Nominal as,430;8 Sit at:Impa Ili Glazed Composite Edge F`Zrjg 016 Door V'rth 055 S? 121W2022 Year Yes Y65 NIA 9 i, 71hermi Fjber�Classiqarcl $mooth-Sbar Sidelitols) �InvvuiriofOubawing; XO, OX or OX0 confi gorat!"Z� Nominal 0& 98 &qturijmpa"que�, Glazed Compostle Edge "Z"a's 0 " ble Door YAM or I�J$IM22 y0s, Yes Yes NIA In 1, 7horma-Tru and Snocath-Star ' WthoutSid6lite.ft ng1..t�lngXXcurQXXO configilrationa) Ncmln4l8&#30;0 &qvt,1mpwt&quodj Glazed Comoshe Edge Fiberglass Single Door IM11XV Yes Yea, yes WA 11 k Thormo-Tru Fiber.ClAssle and Smairthi 0H X deffig-ni-) Nominal U-93RD liquotImpacMiquat Glazed CompositsEdIle Fiberglass Single poor with IMIaG22 Y" ye� Yes NfA 12 L Themna-Tru File.-Cl-sm. and Sr-Ah-St., Sidelia(s) (InsnuinglOutsWni XO, OXor0X0 configurations) Nominal iiWgit) composite Edli;ia lt�:W= h or l?J8I12= Yes, Y_ yel NIA 13 In Therni Fiber-Clesat, and Sincatti-Star Yftout Sidelites Qnsw*Out�Wng; >D( or =0 wnfiliurationiI) Nominal 5&#3R­,8 &quot1mpact&quiA; Opaque Compoelle, Edge Fiberglass S4qle-D00r,,0 12f5IM22 Yes Y's Yes N(A 14 n. Therma-Tru Fibm-Classic and Smorith-StAr &quod;NM-lrnpac1&quot; SideffWall ini W-, 11 N.'nj'0 ct&quol! Opaque COMPOefte Edge FIbergI.AS Double Door %," 12131t2B22 Yes Yea Yes NfA 15 o.rhenmi Filber-Clwsip�,zmd Smoo"tar 8,quot,'Non4mpac;1&qucA: Sidedites(InsuvingfOui OXXO configurAtion) Nominal W$q;o aquat:Impacki4cluut" Opaque I Composite Edge Fiberglass Single Do.ruAth 8quotNon-Impaoti Sidelite(s) 'I V51 P022 Yea Yes y0s, N(A is ii, Therni Foar4Jassfe and SmdothzStAr XO, 05' Nomiral 803e�Q &quN:jmpQcuquoI; Opaque CompoiSite'Edoe Fiberglass Double Dow 'Alth 17J3112M Yes Y.% Yes NfA 17 q The,nma-Tnu F, b-Classi. and Smooth -St., aquQt;Non"Imp'vt&qu't; Sidelltes(InsMirigilOortwAng; OXXO configurai Nominal 6&089,8 &qucd;Nco-lmpod&quoJ; Opaque Composilia Edge Fiberglass. 6imple'Door 12J3112022 Y.. Y_ No NfA 18 r, Themna-Tru Fibar-Classix; and Sniouth-Star I'- ng; X conturstionj NuMIZI 014t"I's.8 &quckNon-fmpacMqwt, Opaqysi Corrodsi-teEdge Fiberglass Single Door Wth lMlrM2 Yes Yet, No NFA 19 si Therma4m 51bar-Classid and §mouthStar SdolbKs) (InswinglOutaWng; XO, OX or OX0 oonfiguratione) Nominal 6&#39;8 &quotNon-I mpadt&quot Opaque Composite Edge FIbangf.ins Double Door Win or 12131= Yea Yes No NIA Without Sidelines (lri11jI.WOutsWn9; XX or OXXO contgurai 20 t, Therma-Tru Fiber -Classic and Smooth -Star Nominal B&MI) &qtJotNor,-Impw*uoi; Opaque 17jal r2m yes, Yes No NIA Composite Edge Fi0orglan Single Door tinswing/0.1-ini X config.natm) 21 u. Thermi R ber-Claesio and Smocri Nominal 8&M.0 RquixNan-impacto8quot; Opaque 12JS112022 Y" Yea No NA Composite Edge FibarglesvSingleDoor-Wth ad-lilv(s) (Ins*nWOut.Wri XO,O)(or OXI) 22 Y. Thdori.-7. rib.'Ol .. I. And sn'tocibi woflouratil's) Nomi., 61 & ""' ol�b 'rlX0paq_ 12i3l)2022 Yea No WIA mpo tiorp 21' -d - -0A 0XX0 23 w Thermi Fibor-Cfesso and Smooth -Star I'd ""I'd &quotiNond I! Glazed 1W112022 y0is Ya4 No NIA Composite Edge, Fiberglass SZ. Z"r ,,---ngloutsw�V; X conliguration) 24 x. Tberma�Tru Fiber,Classic and Smooth -Star Norrilti %#%,6 &qUot;NcnIMpau;t&quot; Glazed IZ`31M22 Yes Yes No NfA Composts Edge Fiberglass single 0060refth Sdi Onewing)OW.Wng; X0. OXoeOXO 26 y. Therma-7ru Floor-Classfe and Smocnini Nominal S&MB&quort; Impoctaqu j;Glauisd 12151=2 Yee yes No NIA Composite Edge Fbeig=b,. Dnt� . WthoutSidelites (loonalng/Duri XX- OXXO configunirfions) 26 z Theirria-Tru Flba,.Claissic And Nominal 8&039:0&quotN�lm�p2ct&quot;�Gt=&d 12131= Yes Yea No NIA Composite Edge Rbarglaisi; single Door 0nsWngfOu1awrv;.X configunation) 27 za. Therma-Tru Finer -Classic, and Srroth-Stw Nominal Glai 12J3112022 Yea Yea No NIA Composite Edg, Fl In& Dco, �ith Sidelte(a) �nswne/Oulswini XO, OX cir OXO configurations) 28 zb, Therma-Tru Fbc,r-Claasio and Srneoth�S�r Nominal 8M9:0 8auot.Nor,1mpW&auot Glazed 1213112022 Yea Yes, NO N/A Florida D2pertment of Business & Professional Regulation NP142 Building Codes and Standards tOM21 Product Approval Application Detail code Notter Or 211 own om* P"norria D** T� Irani Amuraeftygor Onnflad Enal"sairaLioxi vAdatud But v4daad Subonud FBC Paramus] Arti-od at Aui ft,A,I.n 207a MI Widows and Doers BrentShIl"9er Luis Roberto Lomas alven 14 Vitch, PE 101011=21) iclusi 40,1912020 IVI&2020 App_d Counji exterim 0=9 017) 3545�25300 PE-52514 (717)31MM4 SUbCateni 81101no Exterior Pox Assiarribile$ bJflhoi;.r,@mMrd.c.m Compliance Method: Evaluation Report liona a Florida Rplist.�ad Ancriftect or a Licensed Florida Pied .. hm.1 rnglniiar QdallwAsturanm Apprig6Wfortio Ati Tor use, IMRW Design IiOaf bar or ftri Product Dionnorli Fallen We In HVHZ outside tNHZ Resisimit Pleasure 11 SER�Es 420ALUM�NUM $Go SERIES 420 ALUMINUM SOD OXO 12J31 024 No Yea No N/A 145-3148.quot,i806.quot! NON -REINFORCED 2 SER VS 420 ALUM NU M $GO SERIES 420ALUMINUMSOD OX XOXX 12CV2024 No Yea No N/A Mq-ct;X8Q&qUQt NON-REINFORCE0 3 SERle8420ALUMINUM SGO RaNFORCED SERIES 420ALUMINUM,9GD REINFORCED= 1031112024 No Yea No N/A 1A5.314&qUetX9s&Auca: 4 SERIES 42QALUMINUM SGO REINFORCED SERIES 420AUUMNUMSGI) REINFORCED OX 1201120241 No ye,' No WA X0. XX96&quot._xs6&qV0t; 5 SERIES 420ALUMINUM SW REINFORCE], SERIES 420 ALUWNUM $Go REINFORCrD X)a 1213112024 No Y_ No WA 143isduct:X11611,quot; Florida Department of Businaps.& Professional Regulation Building Codesland Standards Product Approval Application Detail pn.1 dl 102D21 Q& 111; "Imill! A 11 a 1 1 i Brady or al limigil 2" 2& 091, Ptimflo, PAR ZZ v"on conlact snallinew & uceh" Validated By Validated submitted FaCApproval Apatovid SIMS Remsion 2D20 Wffrn�Mftcn, a dMsiort Of OVemead Door 0W.Yra Xhh John F. Scules, Jeffrey R Ani PE. ICVIMD20 09a9*020 10=020 121"020 APPrOued corporation (M)7634i2i PE-61737 (04) 821-�260 ratai ri Doors dRomisMwayne-WItionc S.1,1C.Noery! S.dicinsi Fteritf Door Aulsamblie� onn C-Pilarid. Manned' 2�.[..Udn Repodson, . FI.6daR9iiIiiten,edA,ch_ or, Ucensad Hard. Professional Engineer O.Wift N.1wilaw Acereved fer this AncrouNdfortlis), Russia Dasto" s" 1W Pniiiihixt Modal, Nurnbeir or Main Product Description c9rdreut Exultation Date In HVHZ outside gas Pressure 3 80DZI81DO/0200 #1106 MOW Min; .1114429, Max heighl: eUzli,t; 12131 =3 No (as Yts .31.0000,00 "e"'b"I"%oth to 00DOWOM200 #1123 10.0a', Mi. d MeX holghl, 010ing 1213laQ23 No Yes Y*si -30.091�" 5Q nyoflattio In top r1.h,M.dI2t*,s0cW, li 91 1�4 166*39; Max uldth. 14M9: Max height, Gazing IWI/2025 No Yea Y. �U'401-3820 &all.bje In IbIP cr (ntai section. Florida Department of Business & Professionai Regulation Building Codas and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fn. I o1`2 I ISM21 Ni iiii;!;ii;:Ii:, !;I il iiiii; aileni Cod. l�iiii:illlllmiil!lilllii�:�!�ilAstaingloqjujmFjmml!:i;�!1; 139. Dato Date 1-midirici 139. Tells Version Manufacturer Contact wafiddo Sulzraittod FRi A,,myal Approvad R64alon 2Q24 Ml wifloops and Door. Brent sitilmor Mieftan Architectural Swan M' urciL PE 11)012020 11 M 7razo 11127124)20 Aporoied 1717) a6di (TV017-0454 SubCalegonr; Slialle 14UDD b5[H1nQe(QmNedooM C"VIIiii Method: Cortatation Mark ar using Quality usia $-do "M UdCbL Assurance Wduet D.crlmi.e Anta-Do far Lha A-auzri for Hinnact In Ii Oulslelb HVMZ Resistant Onskin 2 it, 52x72 FiNFlanga Frame, IGSG Single,flung 1 OM12023' No Yea No -i laml-teal Minis 82 CU > 2 C- CL ED Co 0 -0 a) -11-0 0 U) a) -11- =3 -0 0 M 0-0-0 -cu "Fn 0 L_ CL -0 = 0 .0 _11i CU U_ 0 > Cn - Cn ­0 a) 0 E I- M = co -0 4- C/) C1 < Z Z W Mj in ---) 7"-). C= c1ii, C= L C 92. C-1. C-) C-4 c: CC C= 1*4 C C2 !!E Z tj fu un, CL E 0 U) CD E co > 0 L_ CL CL < 0 L_ U) ICU M M W < Z Z _j SHEET NO. PA 1.0. Florida Department of Business& Professional Regulatlon Building Codes and Stand -a rds Product Approval Application Detail coca lilintiti � Im version littarluftatureir Co Erdinuter & Urm.nee Validated By pal 20M. T?--Tru,C.rp-1 St-LJaulpenal Lyndon 5. Schmidt P. F� Ryan J. King, P.E. Cadqgoryfli,barior Down, (81DO) W-7828 PE4WO (013)767-4655 SublOgilill 6WIrging EKWrior Door Aesorril sjasoi litamrisi Oorricilente Method; Ei%0ustiI Roportfrom, a Th Florda Registered Archka� or a Licensed Florida Ptoteal Engineer ,� �(, '�" I 40, 0��il 1� "" , ­' , ­" V"'�"`�"', ��'�"'� �V,Rk��' " " � 'm��Nf 7� " �v� _'�,­�',,_ �' I "I'l.'�­-, I,— 11,1��'­ " -_ ' � - _ _ _, _� ,��j*'�' " " i, -�' � �� �' - "';'� �7"-' I� ;;, I ­11 ��' � '­,"; ��� � �""�Ie,'­' '�:.' , ,1 11 r�M, � I III I '�_�_"_ '�­ '�'N"'* .�� 'Z,�"';i_12 "�'z'�"T ,,--�, "� �"""_",�R_ .,---,,�.-�L""-,�,,,,��",-��, , ,1 QWWAssufia 8-9 Product Model, Number-or'Narn Froduat Description Contract Expi 1 is. Thermal Fiber-Oal and Snnowhl Nominal 089*33quothlon-Impawilquot Opaque Ownpoeins Edge Fiberglass Single Dow 1 W112022 i2 b. Thermal I'llow-Clasi and Smooth -Star (Insv�nillOutWirl X configuration) Nominal Sl &quoj;Non-ImpaoAquot Opaque Composite Edge Fiberglass Single Dow vilith I w,OX0 4 ni/2022 3 .6 Therri Fibar-Chisaidocandl Sirriboth-Star I I Siditfiral O nvw4outal XO, ON, ", y9prial Nominal 6Ut�-'$&quocNoh.jAVdod%quot; Opaque � Fi*gloss.Gompoal EtOlieOduble, Deal a 12f3l/2= 4 d. TharmetTru Flber,Classio and Smooth -Star WthoultSidalftes (InswinglOvisining: )0(-=C cardigurrillont) 1 Nominal ?&0Q;D'6quot,Non-ImpspW&quct Opaque Composite Edge Fiberglass single Door 12MI12022 5 P_ Thamna-Tru ROW-Classo and Sma6th-star I (Irnew hsohng;xcon u Nommil. _0 on-] olittlul Opaque ' to 6 i.rglase, 'glo�Dowwft 11' 12KI112M a 1. Thermal Rical,-Claillisil and Srnowh�star ,S11' Onz., n utswndl.". ,oxol coni one) Nominal stissw,asquothlon-impactisquac opaque COmpoill Edge 17111corighseel Door 1218112022 7 g. Thormaii FibI, fal I. Smocith-Sbar Owmiglout5yini KolonflOursdition) Nominal §&*U04ueiiNon-Impac%qQp(;, Opi Composite, Edge, flitoortateassingle'Docirvatto Sidelil OX 1213112022 I 8 h. Thermal-T. Fiber-Claesk; and Smooth -Star jhsv,hrS,1Oudswirlg:-X0, of OX0 I wMii9lUnedl � 1 Nominal 803gQ,&quot1Non-Impwtl Opaque , Composite I�dga, Rbarglill Double Dow v.ft or aldblitz's 121l � 9 1. Therml Fiber-Classicand Smooth -Stair without Ohns'dirgloutal XX " OXXQ configurational Nomi S&I &quatNtl mpactil,cluot GlazW, CMPMt9EC126FIb.TORS�$inoi8LP,06F ' IWW022 10 � J_ Therrral�Tnu Fiber-Classicand SmOadth-Ster (f�sWhgiioottwrv;x�cohficurat6a) N.-I 66ii,sq,& &400ign-Impectill Glazed Cornpostle, Edge FlibeagassSirgleDwit-Willan 1=1J2022 11 , k Thermal Fiber-Ohiel and Shnh��Stlar Sidelfte(s) (InswingiOutal X0, ox,or QxO owifigural , Nominal 68*30$quotNw-jmIozct8quot Glazed Compor4ge Edge Filborglasis Double b6or�vitlh or 426V2022 12 1. Therml Fiber-Clal and Sinnooth-Stair Witnour siderass,OnsivAngfoujidsving;,XX or OxXo configuredirril N.rWinal 7a#39;0fiquor.Non­Impast&quor, Glazed Cc -impol Eilline Filcortilliaeoe1�01a Door IMI= is m. Th--T. Fitc.r4lassiolod 8-thi a" foutal koonfigiviral (in rig 7&*OS, Nomi. D&q­t;W.h-Impad&q.o, Gi...d , . Cornp.albig Edge Fillainglass, Sing]. Dow Wth XiDi 1203V2= 14 n; Thermal Frow-cial and smoft�sbllr Sidislite(al 0 hw4refOutsv�hq; OX a OX0 configurations) N&hltiol Ui &qwobNon­I hipalloti Ghazed Composite Edge I'lloarglaselSingle Door 12J31= ii� .. Theirral Fiber,Cleal arl Si'dooth-star I I ii,nesAngfoatiniAng; X confIgunaldon) Nominal 8&#3%1,,'O,&�uotNu�lrhp,aMquct,, Glazed � _ ComP6!5i4�d6i'Fiborol�5s-Sihg4,D6c?'r , *ittlh Sichsldalt) inglOurtsWrrl OX QXO 12M1 P022 � is p. Thermal Fliber-Clawl and Smooth-Slar On sw . , or configurational I Nominal 5&#39;0&quotNon�mpacb&quot Gal , . Composite Edge Fiberglass Doutflo DoorvAin or TM112M 17 q Thichrel Fiber-Gli and Sn-ft-Star Without $idelittes, O rlswlng/Qutsv�lng; 5Ck or OMO ' ' configurations), Nominal 08#3S:6&quotNon­h­npr,ol,&qI Opaque Composite ridjeli'lloinglehal Dowwth 17J3112022 16 T, Ttiormi, Flloer�ttlasaic and Smooth -Stair 1 Transom (InsWrOlWaWri CYR configuration) Nominal O9#3Qi8AquotNon-Impa&l Opal bompoatt. E�dgt Rberellisell,S4,91. Itc.r4th , , Sidafi*.) Trarawn I�MV2022 19 1 w Tb.erml Flow-0-tar-,jand Smooth -Star and (1-1he/Outill Ol CYOX or CifOX0 cormigumberi No.imf$&M;,84.q�4N.n-impa�dgqu.t Opaque coraporito Edge Fi6inglass, Siholtic Door �'ft ko, ox I 121$112= 20 I, Thermsi l9batir-Ciasall and Shrooth-Star Sce"i (InswrigI6.6wril or. OX0 Contini Hood end Sill co�flouratloti Nominal 8&0,V,0 &qu61;N­IW0oUl Opaque Compostra edge Fiberglass Single Dow vAth 12r3112(122 21 L. Thermal Froet-Claulat and Smooth-$har ,11dolibelitl -OX0 '�wbr�OUSI=gfoutdWal �ll OX or and Sill configurations). Niomirdif S&9.*,1Ir8quo�Nqn-Impaot&quct Glazed Compostle, ScligilrFoorgaille Single Dow 7Ath Sickellol OX 1213112022 22 Y, Therml FiberwClassho, and Smooth, Star (InsWngdQusWng:,XO, or oX0 Cordinuctis Head and Sill configunalloare) Nominal S&II &quQt;Non-Impaci%qygz Glazed Composite Edge Fibeirgiases Single Dow with 12131Y2022 23 wTherma-TruFliber-Classio and Smotini Sidefte(s) (InsWrigifOutimAni OX or Gl Continuous Head and Sill configurations) _t &4vot;Nondirripactilquiti Opaque Nominal Sill I I I , Composite Edge 51berglossDow Pairl Vented Sciel*s) XY� XW 12m'112622 24 X, Tharmal Rber-Clasailo,and Smooth,gtar 1 On*v�Ang/Ovba4m.; or )UM Configurations) Nominal si 9qu<cNon-IrVsu;18qqM,Opaque Conn tell Filoorlilass Dow'T'Ani Vented Zoe , b sidilinal 1 W,91/2022 25 y. Tharma--Tru Fliber-Chuseloand Smoothi (hnp9ying10,&wil W'-r=0( configurations) I � Nomirdial 68X3)�8aqucI;Non_In"otMuot; Glazed! . Composite Edga, Fiberglass Door Plithem with Vented I 2J3112M 26 z Tbennia-Tru-Fiber-Classidand Smowin-Star adeqiki),OrjsWnp/Q.toWrtg-')O�,W w)CM: configurailws) Nominal 8i 41,14upichlon-Impillicti3oul Glazed Composite Edge,Ffloarglass.09or Parals kiAM Vented 12=2= �7 I ze. Thertidi Fiber-Classio and Smooth -Star Sdel.ke(s) (inismAnVouldewing; xx, XXX or X)= WnfigUlfiltionsi � ' N.rtiVai6WS9,8&qUot;Non-Impatot&quot'Gi�z�d 1 � Composite Edge Fiberglaill Single Dow Yeth Wi 1 . 12)3112022 , 28 zb, TTiorml Flicer-v4swe and $nvoth,Star Sidefitiefs) Onswingioutswni XG, OX or OXO , COANUM11011S) NorrhaieslWO &qUMNOh-ImpaOl Glazed Composite F*aAblargialas Double Door With 3&mv bilcoltia"nSWingfO46,44 0)-Xo 12151120�2 29 ro. ThenrwTru Fitior-ClAsato arid Snvvth-SWr owifturdwi) Nominal 08sill Squol;Non-ImpActiliquot, Oozed Composite Edge Fiberg" Single'Dow with WS01) , 1MI12022 30 zd. Thermil Fibor-aassm and Sm6whi-Shir sideliol Ili r9whobu6wirl j(O' OX or OXO =%U.11`-1OA.0&nucbNor­4mPact� Glazed 12fl 31 zal Therl'AR-Tru l7lbor-CAclaWcand Smoolin-SW Nominal 7&#WG9qucdt;Non-Ampact&qul Shaker IMU2022 P.rl Florida Department of Business & Professional Regulation Pall orl Florida Department of Business & Professional, Regulation Nge I Of I Florida Department of Business & Professional Regulation page I at 2 10M22 Building Cod" and Statincial 102mi WkUng Codes and Standards 1'0217cl Bultdog codes and 6tandards, I I evzov ____ - Product Approval Application Data it Product Approval Appilleation Detail Product Approval Application Detail MIAMMMMONS10110000FMISM I 21 1 11; 1 ;Ili 11111 a I MMIEMMII i: I ; lifflilleas Sol= We Date Dallefendin M validated Submitted FW Awrovalf . 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Feeling i904j7&W09 CRIJCK Enghel (717) 311-8454 NO yft No WA subCatogary: undosyments , ko1_ado46onkOl Catagory;Rol tonygigorl toorniloorn rubcat.gpiry. ROAng,O.ce.poria. thieA,. an Carkoffarnwoon, P12.31242 I compilaries'04111hod: l5kajoation.pepi itorn a Itub 0ogailly-vR Ol Ameasorles thet are an integral Poofthe Rooling'syslo, Florida RagibboadArChinot-itcosed Rorlda Intaii park Ofun. kolaiing sychem complianoslifidlil rZyniqlatich Repol a P,.Fassil Ensil compliance, lifieffitat Eyekida, Repon'tom a Ford. R.glat-dArehReot.. U-1 Florida N. Yes No NIA 11 "I __ ' - - , _ , " -, , , ... � I ' , -1 ­­­ - - � - 11�-�"�, ';'�_'�t% R.Ma saddened Archluld or. Licari Florida Prolessi-I 12,91,near 1, ., , ­_P� - , "� " , -, " , - I" - � ` - " � . , � , " '_­ ­­Z'1­ ;­",�,'k` �' � ii ," ��' ".'�'�"-' f� I- ­'�_',' , � , ;-"�','�'��T� �"�"_',��'� _� _'_" - � " _ , , , , � � "��Z, r , ;' . , , '�"��"'," pl�', -"�'i ;,4 I I, "��r'�­�' '� , " __ , "�j ",, -IFY � 11 � :­7 -, ­'11"' �'�'�' � , __ 4 , � � , , ! , 6 , -, '�­'­",� � _ "; , 0� r,l � -"i' � ,,, � - , , ��" , , �, , ",_ " �� , , W i , � � ,� " � � ��(_" , gm� ��I'll";""g�%�ll"�,�ll,�%���I 11":�Nml"�"' ", �0`1`1_1_1_1_'�" �'_''_ _'�_�" 7� � %,� �""�� r� � �,'k��­��t��', ," �' , ,,,, wv"'Om �' " ", � " � _ " �� :� � , " --"�""'-""�"­� z' , 1. 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'm�-� � �' , "'-"','�"�� " � � "'�'-' ", , �­'-' -­,' � , ".", � , " , ; ��� "' _'11" ""I'll."",",�,.--,",,--,,,,,,,",� �� ��' I `� : I �!� I I � � ; � _�� "- '_3 �.'_ ��' "- � " , '__' : , ", , , __ - ", - _ -, - � I I I— �� , ........ ".''! � M_' W � '; I" � , � "I ", � I I __1111'1�_� : W , -, , - ' , , -. ­ - "- , � �-';"'-� "J-"'�""-"r" - - " ,,,, -- - - , " , "�!' � "',�,"',-',!", :� , , " I'll ' �- - "I � _ :11- � 1111" � �� _ �: , "� , " , , "'_ , - __ '_ __ , , � i ._ 11 ­ ­1 � 1111_""V`z�`� _ "," , 11� , , ', .... . . ,� - ,' - '­, I , � I � I - I I I � - . I "" ---" " , , _ , , , ", , 1 � , - - I , ""�� "I , , I I '. , .... , , I I � - "I ­ '�­ 11 No yes M NIA 8_# P-duelilid.lial,N-berorNarne P,d,,t DI.Irrill C.Ohr.art E-011,111flon rate oubi HVU Resistant Pressure 'v"-�""'� � � 1�' . I - , , 1-1 1�,A', � � - - , I - _ 1, 1-1 ... , - _­ I - , I I "W '_"�"i'171 I - I - , - -, I . - I 1- Approved for Usil, AW,e0d for Use , , ,- - larval 1 Do" 4-9 I Or N-, QuallIVAssurill P1,4I riashz�ljcdi Coll Esnonatiol Date AWXOY04 for Approved for use In HVHZ outside ji lj�� lithetietant Doslon P,,,, I TAMI Rod Unde,hymole (WHZ) Roolundodayni for use in F 13C HVH7 0"12= Y. No MIA NM S-9 Product PAWN, Number o, Nam Product Iguatoolla contract expiration Oak, in HVHZ OuLlill HVKZ fi,sistot Pranisure Z f��� 0 RitWo Ventill AWmInUm Ridge Vell for pfted rob fabritsdied 12131RO24 T46 Yqa NO NJA lurladlothrisL I TAMI Flat Top 01-RIdgavot w1litheaft * Tile 20 lia, staft roervordflator v,Ifth baffle OSIM/2026 Yes Yes NIA WA from 0.�25'Al�minum 2 TAMKO ftoi undansyni (N0N-HVHZ) R.ar­d6raynhal for .,a I FEW norl 0812BY2023 NO Yea 141A WA 2 TAMC00ocasoockVot 20 go, omam No 'Yea NfA .W-52.5 jurladi a TAIACO Of-RIdge, Roof Vent VA% Befille 26 Pa. sido,oad'votlato, ,Ith integrated beffle OW001026 Yes Yes MIA WA 4 TAMCO Round Top Off -Ridge Vot vAth gaft for ne, 26 ga- fil roisfyodator With boft 09MI2026 Yea Yes MIA WA l Florida Department of Business and Professional Regulation Building Codes and Standards ProductApproval Application Detall 3115/2022 FL0259-1i QU E=Y. Date Date Date Date Status AM Versi Manufricturar Conte _F.U9kLWA )qff4A0_ft ValldjW Submitted Pgri 62,142yed Approved Ravlelign 2020: POLYGLASS,USA . Maury,Allgert, License JQl I=W2020 1012212020 FBC 1211512020 Cartel Rocil Sg,�423�133OSmalpert@polyglass.com RolgertNientine" KnezeVich, PE Apawll SubCategiory: PE-591 66 V54) 772-5224 . 111101112020 Underiallymeents Compliance Method: Evaluation Repoirtfrorn a Florida R�eglstered Architect or a, Licensed FIONda Professional Engineer FL#626"31 Produc to, , , I All Ing III &9_9 ,��� Producch'ill Nurnber ot-Nal Produlot qgRadpition onto III &� 0 �Z nioruge outside 14VKZ Re%ittaN 1 PoI Roof Undlisdayments Roofing undodaymerits TD121r1W No yes, WA 1 IsOlyglial Roof Unchirwayments (HVHZ) Polyglass roof uncherlayrMents for use In P6011212W= Yes No" NIA WHZJivirlsdioltans. 2 PolyglassRoofUndo"ents(non-HVI-1Z) Polygl4iis rool'undiethtymenti use In 1=3r2M No Yes NIA FEC nwt­4­ivKZjdrIs,Oitlol I Polygass Roof Underfaynnords (HVf4Z) Polyglass, roof undellayments, for use In F501 MaQ(23 Yes No NIA WHZIlutisdictions. 2 PoIygIas%RWUndo"ent%(non4iVHZ) Polly-gass hWunderlayms,riti use In 12r23r2M No Y511 NIA F80htm-HVHZ'juhIsdk,,dl I Polnlass-Ro6f Underia,"ents (HVHZ) Polyriags roof undodaymini uae� In Fact 2`23r_= Yes No WA HVHZ Jurisdictions 2 PdYgi Roof Underlaynnents (norl Pgyglass roof underlaymel for use hi 12Wi= No yes NIA F8C nioni juirisachodope. I � . folydill Roof Undeftyrrients iHVHZ) poll rocifundertaymenti for use In FSO 112`2340M Yes No NIA HVIFIZ,jurisdictional 2 Polyglass Roof Underlayrients (norl Pollyrilass, roof undelityments, for use In 12f2w= No Yes NIA FBC moni Jurisdictions. � Doul Pressure 41421V_614.5 N/A -WAI-ML NiA -1,11AI-6224 WA ,NW-622L NIA .Mi Florida Plipartryl of Buslinew & Professional Regulation Building Codes and Standard. Product Approval Application Detail Pop i .I 10i EMENIMMEMME 9ft 1 .. . I i imilillilillm!l�ll�ll�lililli I it 'I !;!l:i:i,i i!iilil:ii it I , W& ill�i�ilil�!lilllll,llilllllll,,Iillill�I���illilillill=�illillillill�lllli�llI I I I I I I 1 Ili, I; I I ill I 2" 9ilill I liiii���� pat, lefflifing, Di Im Whation Manufacturer Contact End,,, A Liberals Validated Ill Wick" $,&,ftd pac An.'ancill Airprooited 211141a frelftion 2020 Will Inc. Erin WWOM IQC Eval-ebon Sal LLC ICC Evaluation Sl Dall 112D21 Olin OM21 CaM2'2021 Approved caterpol shatel comp.nolur isol 8" 5 LLG. si,ecatiliathfir".Tross, plain. eynaldoQMIll tzg�oaql complanI method: ��Yliftiahch Ful from a Product 6'.1'al Entity � "'7 -," --"-- -, o -, --, ,Apz�� -, , :&�'>-,' ��' " � ',�i�&W��7"' , , " _�� , ], �, - "-"� "'� � � ��%�"Z,-_�z- "" :_-g,A,r' -� - r��'c I I" - , -, � 4!�; '_ ,� 11111, � �4 � - , '_"_ � ��S�?p- ��'�'��"A��"--. �� - '�� "­�­ -� � ,""&;�V"'�'�- "�,,�,�,,��,L":"",�-,��L�,-�,.-����� ,�,- --'R�',"' �" ' % . . .... . _� �'� ��' , X� , � a�"'� - -� - � �, , ,� ', ,�" � "", 11 � '' ", - � , _ , " -, �',,'�" "'��"T't' "',­ - � , , , "" ", , _ '', _.."' - , " I "I � " - ­" � " ' I , M_ - � �n� � R'�'�'.-'%F'�O,' !'k� A�"';Wd""' �"" 'o)"�"'�'if'� , A � L "' , `4 - "12� ',' � b; � r'�)�-"'�""N" I 9'� r I _­11-11 _' , - , '_"__';_ '_,nt"' " "'_3 , � �� �: __�"� Z' '.4""',,t�' -"�""-'�"'R�" �' - ­� �' �"xZ"�' ,!"� "'��'�L" 1 .'R'�����1_11. , IAM A," i �0 �i�"� I �' ,'5r , ,c _1 1, AMA Prol Moder. Number Or Name QWINVA$"rMlc* Produtt Ealsi conersiot timmon, AWW" for Use itopral Aga in bwz WSI* for r DIDW ftestatant Cosiall Prill I I Nil "A'a 18 24- high .t-gi b—orral Pal 12131120i Y. Y.K N(A WA 2 mas". lit Oa super, high strouthArosscorul Plato I Mi Z22. Yes Yea MIA Nffi 3 Mil 16 1� ga, less tonnWorpete 12i3l ��2 Yes Yea NtA NJA 4 Mi 1 8 ji high �bength in.. - hador plets 12t:itrmn Yes, Yea WA NUA 5 MT20KS 20 ge, high .bancifti musis connector plate 1213ii2l)22 Yea Yes, MIA NJA a T.18. MT1 9 I a ga. hOa� -ftedor Past. 1 MIM022 Y. Yee NfA MIA 7 TL20. MT20 20 gl hues cann.lorpWos 12rJlr=2 Yee Yea, MIA WA Florida Departmentof Business & Professional Regulation P'eI Florida Department of Buslal Professional Regulation Paoli as Florida Department of Business& Professional Regulation P.O. 1 .1 1 Building Codes and Standards WJ21021 Building Codes and Standards 1174421 Building (',ndn and Standards U25022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail , ,i, im I I � ________.___1 C94 ial�lliiiillln�l imil iiii 1! I i: ill it i 1111�1��! tir lilIl;i ill 1 womosmomminummminummommmum . ,.W P* Date Pal own ifififififififififilififififfififififitimi ommommmm 11" El o o" I I . EWA thkaloodl I - 0110111 [)at I - Coda, I ill ill lilillikl&viillvgyivll,li,vm;i 11,11111 ill , ! �: ' 1 I I I I i� i I 1 1 : I = A-- - ga�t Do Pending Date TWO vand" Manutal 11 validated Sir . Von ,Submitted Firc Nominal ROM stedn" Ill yers3ol Runuful Cartel Engine, A Wcol Validated Ill 14whial Submitted Fbo Appel Apray"Od awe Im version Manul Combed & Uptimm Validated Validated sularn Fill Approwl Approved ipletuts Remlon 2020 Lon,ano. Kolne jel Jeri L. Bud... P.R' Omni M. urich, Or i IA23=1) 1 V2=0* iirmm ding FSC Api R,,Msor, 21020 I Rd.t pool Anderson robin tAPM0 Unit- R.t.Ooo Ge"YWAYaliker I 1=21i i'llol IIW2(1��o Approved Seloulon 20M. Global Protection Producte LLC. Tim Robinson Wailti Tflt Jt-, RE John WK Kneral PE MOOR= OWG&WM I Wairlom 12JI512020, Approverel Catel Roodn' . (501)983-6163 PE-31242 (717)317-64S4 C#.gW ROI (80133N�6041 .§drA- Ill k2as) al - Qatelliall shuthent (954) 0094545 PS 44167 (954) 772-8224 SUbCOnaill Fpsang Aoo�clne% That al on kielayalorrianc000rn. flubC.1aQ.T. ReOurefl[I RoolrAndersontirlicral.od, subcatagory""So'hn P-I tim.rolpinsionapipporitcom Integral Partottint Rol Sycon Compli.h4literatill �"Wugteh ritip.ri m Cornplial Mothod: Evelluiri Report from a I C-diptiong leathod.-Evaii,el eepdart loll Product eyed.eldon E ifly � I'll - . Licehaso Florida I FI,XidaRWst�f,dArchitect�aLl��ftdFI0,4. 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Frot ad Enjoin No ,Yea NfA NJA Sel sit Product Model. Number a, Neurne ProductDospairfill ContrectE3liphreflon In Hv Outside HV14Z Resistant pinadiel Sal FMA�tUd�M.tAM,b.,, . Product Ussacrinfirm CcirtractExtaratlanDaW 1, HVHZ- 24i My Riedel Poll 17, Thatch Auamp; "pact Snary,604) - State. Shake S.ainl Split Shake Flat Proill-slocktol CA 12131 P020 No Yea NrA NIA I 200age Gadvanized Susel Storm Parisi Congested Galvanized Steel Storm Panels retained 1213112022 ye. Yes Yea NA I Da.k-&' DA74 orTAII D-k-Air DA-4 Losl Pol Pelypropi Plel R-lVent iqliows Wchwhislify Attach ad to PW.4 III 15etk, No Y. No -W�51W�6 I � Sal W - Si Shakeit.a.p; $oil Shake Fiat Pr.r,l- Fla., CA 12131021) Wo ye' NfA N)A 2 24 Gage Galvanized Steel Storm paha,iakl or not by traol pmida hurricane protocti a m Corrugated Gadvarilied Steel Storm Panels retained IIVISU2022 No Yes, Yea MIA i1i Sal F60 - Shilike, fth,Allop: lOiI Shake PIW Pir.11I.-Stcl CA 19131=21) No yv. N 1,A MIA Or not by tracke to Provide hurricane protection, M 27 E.-=' - Sheiks, SlabliAninp; Spift Shake T.1- nallikinnal ��cofijle -!=,, CA I= 0020 le TX 1 miaoza No N. Yea Yea N(A NtA MIA WA 26 VIII. �- Proll. - ". TX I =1 12020 NO Y'at N,A MIA Florida Department of Business & Professional Regulation � Building Codes and Standards Product Approval Application Detail Pao I oil W15M22 Code antite oat- Dela 2ilte, Pending Date Type Version lylandufacto Contact Engineer & Union" validated Validated Spain land f8CAcpn,W Approved status provision 2020 All American Shutters wd Glass I Baricied Frank L. Ben nardi RE Troy Blahl RE 10r1&?2020 IlUlWO20 111135=20 12MW020 Approved Category. Shutters (561) 712-9852 PE-0046549 (854) 947-0880 suWatagoll storimpasmals makeWlemarloarishutte Compliance Method; Fyal ual Report from- Irsoom Florida Registered Arthitept are Licensed Florida professional Engineer ;_ 1. � z -1- - _ " 11 I - - � - � I ' -- � �_ - -_ " ­"'I� '_ �m ..... . __ � - � - -1 � " , �'. , � --I'- , ------ ��' - ��­'-T- ,- - � � ... r' � �' �' � - - �' " . � �_ , - , " _"'_' �_��4� - I", - , - , - , �U , � - _ ___'� _ �� � ;� , �_ �' � � , ,. ��e� . , , ­ '_ , ___ " 7 , -, ,� "- , � - ,", , � � �_'-"�' � " � 11 , , I _� , _ , , I " �' � - , " I I r "'. � I id _:, � . _ �' , t _ , ,_ _ , - , � � " �� , ­- I I I � - �_ , ': : � . - - , �" I I _a_ " ,,,,, - � " , : 7 ":: " '� � " , - ", '. 11 ,5"'­ -, �, �' � I I , , � I -���­' Quality 80I - __ �' . - d , '� � � , _'_ - , � " "�' � , -""" , �'% , �Zip­ -�? , -, , 4 , 3 A; " '_� '�' 1 '� �" " - _�' '�� , �v 40pil no r Use Allognirved for U 1 � '__' 41 , � " , �� - 'o; r, , I'll " "A' 102-bla , , 'e , , , � ,� _" � , 1, el " �_� " 4 -1 Design said # Product Model, Number or Maio — Propluct Derseription ciontrad Expiration Date In HVMZ outal HvMZ , Roaristant — Preassu I 24go GaVanized Steel Stitern Parnals, I 249a Galwnbad Steel Storm Panels 1281f2022 Yea yes Yea NIA Florida Departinnerit of Smini Firdesslonal Regulation P.g. 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PA 1.2� -00 > 0 -4-1 CZ= Simpson Strong -Tie 2020 FBC Approved Products For direct Ink6to.23168.T4ppmVsilskociblieW, CLICK HER Simpson Strong -Tie W20 FBC Approved Products For drect Inks to'elf 8STapprovalt fisted below., CLICK HER Up0i I MPM20 Simpson Strong -Tie 2020 FBC Approved Products For drftt Prifirs to oil SSTapprovals listed below, CLICK HER Updated 12/3M020 Simpson StrongJie 2020 FBC Approved Products For dir ett li to all SST Approvals fisted below, CLICK HER Updated 12012020 CL C= (3) 0 0 CU -.C) 0- For Additional =OrmaVan regarding Florldas Statewide Produot'Approval 45�rateni and mamr-Dada county Notice of Accoptairioe INCA), 45 or Acceptance (NOA), !2LI '�._'Rtion regarding Florldias Statewide Product Approval -System and Maft-Dade County NOW CK HERE. For Additional information regardin Florlda'sStatewide Proi;kict Approval 4$ystam and MarN4:)sde County, Notice of Aacoptance (NOA), CLICK HERE. .9 For Additions] Intormailon fegardingHorlda's2atewide Product ApprovalS -Dade County Wom and Maml NotJoe ofAcceptance INCA). a) <6 - U) FL#23W FL#10446-RS FL*10456-115 1­1 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5�8"to 3. , ".Concealed CIO - CIO 911 6" and heights ranging firm 4.511 V'to 11 flange (D -0 0 Sea III Product Model. Number or Narria Produo Dascagg= Sea # Product Modgi Number or Name Product De=rIvtIon 'Joal Product Model, Number or Name Product DescdatlM version (H USC) available for models having width equal to or 0 0 1 Titan Stainless Steel Concrete 8i Masonry $oevv (TTN-SS) SW.L IA",dipmeter Titen inless steel mEiFQnry screw I A21, k�, A33, AM. A36� A44 Angles 1 ST, BTB. 9TH Bricklies greater tha h 3-9/16". - 9 APA2`1 � APA4, APA6, APVA21, APVA4. APVAS Outdcor-Accente Angles 2 045712, CMSTI 4; CMSTC18 Coiled Straps 12 IUO series hangers Face-mourit hangers, available in widths ranging from 1-7/8"to 3- 0 21 C 8 APEM4, AP1344R, APV1366. APSWR, APB88, AP138,811, APB101 0, APEM 01 OR, APVE344, outdoor Accents Post Bases 3 CSK CSM C$14, QS20, 0522 toiled $traps 50" and heights ranging from 9-114" to 16'. 0 -0 L.L APVB44R, APVB69, APVBffiR, APV888, APV888i APV81010, APVBIU10R 4L CSHPi8, CSHPn Coiled Straps 13 LGU3-25-SDS, LGU3_6�-Sn, LGU5,�_ILSDS Face -mount hangers Co 0 -a.- 4­_ ICU 4 APDJT2-4, APDJT2R-4; APDJT2-6, APDJT2R­6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Ties 5 CTS218 Compression/Tansion Strap 14 LU24, LU26, LU25, LU210 Fsce�mount hangers ICU 0 > Sen 9 Product Model. Number Or Name Product DescdggM APVDJT2R-6 a I)SP, SSP, TSP S'bud to Plate tie 15 LUC26Z, LU=07 Face -mount hangers C/) -0 E SD1O112D8B CutdoorAocents ConnectDrScrew 5 APHH40, APHH40R, APHHAO10, API-11-161OR Outdoor Accents Heavy Hanger 7 1­11� HIOA, H25A, 1-13i HO, H7Z, H16, H1OS, H1672, H16-26 HurricanisTies 10 WS series hangem Face�mount hangers available in wifts ranging from 1-9116"to 4- Cn 42) 2 $DDI 12, SD9212, S01 0112, $D1 0212 Sirong-Drive SID Connector Screw -6 APL4. APL8, APT4, APTS� APVL4, APVL6, APVT4� APVT8 -Outdoor Accents L and T Seam4o-Column Ties 6 HGT-2, HGT_$ HGT_4 Heavy GirderTiedown and heights ranging from 3" to 10-15116", '0 3 $D91 12$S� SD9212S$ $trong-D.i%Ivs:SD Connector $S Screw 7 APLH24. APILI-124R, APLH26, APLH26R,L APLH210j,APLH21 OR OutdodrAccerits Light Hangers V,, H$24 Hurrics-neTie 17 MGU$,O3mSD,5, MGi.15:445US, MG1.16.50-SIDS, IVIGU5.62-SIDS, M(2;JJ7.QQ,SDS F4cs-mourftbarrgers !E 40- CL 4 SDCF22434, SE)CF72512; SDCF22614, SDCF22700, SDM2858,iSDCF221014� Sirotrig-Dirive SDCP Tlrnber�CF Screw BVLZ Brick Veneer Ledger Connector 10 H882-SDSI �5, HS$Z2wSDS$, HS82-3-SD83,., HSS4-SDS3 Heavy Stud Shoo 18 MIU series hangers -FeCe _Mount hangers itVallable in widths ranging from 1-9116" to 5- U) SU,CF221134, SDCF22M4, SDCF271968, SDCF272'358 9 C13T2Z: QBT4Z Concealed Beam Ties 11 HST21 HST3, HST§, HSTe Straight Straps 110"endheights; ranging from 6-1 SM 6" to 19-10. 5 SDCP22434, SMP22512, LSDCPMI 4. SDGP22700. SDCP22858,.SDCP22912, Strong -Drive SQCP Timbeir-C P Screw 10 CJT3Z,, CJT42L, CJr5?. CJT6Z Concealed Joist Ties 12 HTS16, HTS20. HTS24. HTS28, HTM, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP2211341. SDCP271400 11 DJT1 4 Deck Joist Tie 15 HTSQ16KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths raning from I - 6 SDHR27400. SDHR27614, SOHR314,00, SDHR31614 Strong-Driva SDHR Combb-Heard Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-WIIT'and heights ranging from 3-1116'to 13-SIX', 7 SOS25112.,91)825134, Si SDS25212, SDS25300,91DS263121 SOSM412- Strong-DriveSE)S Heavy -Duty Connector Screw 13 FC4: FC6 Framing Clips 15 LSTA9, LSTA12, i LSTA18, LSTA21: ILSTA24, LSTA30, LSTM6 'Straight Straps Concealed flange version (SURC, SULq available for all double SDS255bo. SD925awl, sbs2mbc 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed, L 8 Spsz11,2SS, SDS25 200SE, $DS26212&,9, SD�5125�09SSz SDS253125B Sirong-DriveSIDS Hoevy�Duty C�qnnpctor SS Screw 16 GAI, GA2 GvesetAngles 17 LT1320, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths igrigingfrom 1-9116" to 9 SDWF2716, SDWFV�0: SDWF2724; SDVVF272OSDWF273O Strang -Drive SDWF Floor-to-F!Oor Screw 1 6 H�A, H2,5T. H8, HIOA-2, HI OS, H14, HGA10 Hurt naTies rim 18 LTS12. LTS16, LTS18, LTS20 Lig ht Twist Strap Wand hoights ranging from 2-5/8" to 11-44". 17 16 11 HH4, HH6 Heavy Canoes led Joist Tie Header Hangers 19 20 MGT MST27. MSTV, M$T48. MSTOO. MST72 Medium GirderTisdam Straight Straps FL#10007-RB 19 KBSIZ Knes-Brace Stabilizer 21 MSTA9, MSTA12, MSTA15. MSTA-19, MSTA21, MSTA24. MSTA30, NISTA36, MSTA49 Straight Straps FL*1 M7-R,13 20 L$Q, L50, 1.70, L90 Angles 22 msTc2s, fvlmio, msTc5z ms-rcea. MST078 84"fit Straps Sea # Product Modef. Num bar or Name Product Description 21 LOF4 Post Cap 23 M8TC48B3, MSTC66133 Pre-BentStraps SegS Product Model, Number or Name Product DescdgtLM ATIR08, ATR11Z ATRIi ATRZ14 Threaded Rods 22 LSSO, L-560, LS70, LS90 Slar"bleAngles 24 MSTI26, MST13e, MSTI48, MSTISO, MST172 Straight Straps 1 aA series hangers Top flange hangers available in widths ranging from 1 -91161 to 7- 2 ATUDS ATUDO-2, ATUD6, ATUD94, ATUD9-3, ATUD1 4, ATUD14�2 Alurninum Take -Up Device 23 I_SC7 AdjustableL8tair Stringer Connector 25 MTS12, Mi MTS18, MTS20, MTS'240, MT83C, MTSSOC Medium Twist Strap 1/8" and heights ranging from 7-11Wto 59'. 3 SPZ/8�2, BP112, 13PIi24; BP516-2. BP518-3, BlPak, SMA-S, BPRTUi Bearing Plates 24 LSW26LZ LSSJ26RZt LSSJ28LZ, LSSJ28RZ, _SSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 2S NCA2xiO-1 2� NGA2!x712�1 Z NCA2x8-1 6, NCA2y1O-1 8, NCA2x1 2-16 Bridging '2 DGBF series harigens Top flange hangers available in widths ranging from 3-60to 7- 4 CNW318z CNW112, CNW518, CNW3/4, CNW5J8�I/2,,,CNWW4-5f8 Coupler Nuts 25 ILSSR-1.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable SlopeablefSkewable Hanger 27 RCW@12, RCWB14 WillIBIFaritig 118" and heights ranging from 9-114!'to ZV. 6 CTUD65, CTUD65, CTUID65, QTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 26 RPSIS, RP=, RPS28 Repifir Plate Strap 3 DGF series hangers Top flange hangers available inWdths ranging from I -1;Z'to 3- QTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML287, ML2iOZ Angles 29 RSP4 Stud to Plate Connector &8" and heights ranging from 7-1/4!'to 24". 6 N:�, N4, NG, NO Heavy Hex Nuts 28 MMH8 Roof Tie -Qom 30 $P1 � SP2, SPA SPS� SP8 Stud Plata Tie 4 DGHF series hangars Top flange hangers available in widths ranging from 1 -314" to $- 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5: RTUDO, RTUD7, RTUD6 Ratcheting Take -Up Device 29 UMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 518"and heights ranging from 9-114�'to 24". S TUD9, TUDIO Talke,,Lli Device 30 MULU20, MMLU26z2, MMLU28. MMLU28-Z MMLU210, MMLUI211, MMLL11319, MMLU[311 FAC"MounitHangais, 32- SS115, $S2.5, SS3_SS4L Stud Shoo 5 EG5, E07, EG9 sort" hangorsi Top flange hangers available in widths ranging from 5.114" to 6- 9 TUW38, Take -Up, WaAher 31 RBC� RBCP Rooi`BoundarV�Clps 35 $71-9, ST12, ST115: ST22, ST;RRR. ST,2122� ST21 16 ST,2215. ST8215, ST6224,, ST62�6 Steight Straps T18" and heights ranging from 11 " to 32�1;7', 10 URSS 3/8" Uplift Rod Run Tiedamtri System K RST-3 RqarTW-Qom 34 TB20, T1327, TB30 TB36, TB42, TB4$� T1354, TB5(l T86D Tan ion Bridging 6 EGO series hangers Topflan a Insingers.evallable, in widths ranging ftom2i,519'to 7- 11 URS4 112" Uplift Rod Ran Tedown System 33 RTC22Z, RTC42, RT02Z, RTC44 Rigm Tie Connector$ 35 TW81 0, TWBIZ TWBI 4 Wall Bracing IM" and heights ranging from I 11AW'to 37'. 12 URS6 548" Uplift Rod Ra n TiedawnSystem, 34 STC. STCT, OTC. HTC4 Truss -Clips 36 VGT, VGTR, VQTL Variable Pitch Girder Tiedown 7 GLS series hangers SaddlAharl available in widths ranging frorm 3-IX'to B-71W 13 URS6 314"Uptift Rod Ran Tiedown System 35 TJC37, TJC,57 Truss Jerk Clips S7 WS1 00, WBI 06C, W61 26, WBI 2eC, WS1 45C Wall Bracing and heights ranging from 8-142" to 29'. 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4Pto 7- 118" and heights ranging from I I" to 32'. FL*IQ441-RG FLA10531-95 9 HB earlee hangers Top flange hangers available in widths ranging from I'-911610 7- FL#I li IfZ`and 'heights ranging from 8" to 391, Sea X Product Model, Num bar or Name Product Desodotion §jj# Product NoLdel, Numperir or Name Product Descrigtiod 10 HGLS series hangers gaddle hangers aVailableLln widths ranging from 5-141 to 8-7�8'1 1 DTT2 Hold-down IgEL� Product Model, Nunt ber *r Narnis Product bescriatio I C;3H2.37x&5,_0sl.42.57x!,63, ci3H2_s7x9_75 boncealod hangers drld-heights ranging from 10-1a'to 26'. 12 HOCIO/4, HDC10M Hold-down I AHEP Adjustable Hip-Encl.Connsdtar 2 DU, DHU, DH UTF series hangers Fare -mount (OU, DHU) and top-lange (DHUTF) hangers 11 HGLT series hangers Top-fiahge haingers available in kAdths ranging from 3-114!'to 8- 3 HDQB� HH001 1, HHDQ1 4 Hold7down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L-SDS3 Drag StrutCannectors jayaliable in widths rangiing from 1-9f16'to 3-9/18" and heights 718" and heights ranging from 7-ItZ'to 32'. 4 HDU2, HDU4, HDU5; HDU8, HDU1 I, HDU14 Hold -dam 3 GBC Gable Brace Connector ranging from 9-118" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 34X'to 7- 5 HPA28, HPA35 Stralz-stylo purlin anchor 4 HCP1.81j HCP2, HCP4 Hip Corner Plate 3, HGU3 - 63-SQS� HGW-,25-SQS, HGU5,50-SOS, HGU5..62-LSDS, HGU7.00SDS, HGU7.25- Face-mburit hangars 118" and heights ranging from 14!'to 33". 6 LSTHD8, LSTHDBRJ Strap-sli hold-down 5 HHRC2-2. HHRG42. HHRC42�2, HHRQ411,81. HHRC44, HHRC5.2513.25- HHRO5.37r3.12, HeRivy Hip to Ridge CanriOdtors sm, HGU9.00-SIDS 13 H 11 as ries h a agers, Top f [a nge han gers'availab Is in widths rainging from 2�51 16" to 3- 7 MA$A,MASAP Foundation anchor stl HHRCO8 4 HGUS series hahgor§ Fioa-mou rit harig am available in widths ran g Ing from 1-50'tc 7. N1 8" and he ights ranginq from 18" to 28". & MPA13Z MPAI" Sfirep�atyle PU rlin a0ahor 6 I-IRCIjil, HRQV Hip Ridge Connector M" and heights raning from 5-6116" to 12-716", 14 HUSTF series hangers To flange joist hangers pv allablto inmfidths ranging from 3-1/8" to p 9 PA18, PA23, PA20, PA$5', PA51, PA68 L" pQrlin anchor staps 7 LRU26, LRU28. LRU210. LRU212 Rat'llter Hangar 5 HHGU5.25.SDS, HHGLI5�60-SDS, HHGU5,62-SDS, HHGUTOO-SQS� HHGU7.25-SDS, Face -mount hangers 3�9;`l 8" and heights ranging from 5-3/8" to 10 PAI18, PA123� PAI28; PA135 Strap -style purlin anchor 8 LSU28, LSSU28. LSSU210 LightSlopeablo/51kewable Q Hanger HHGU9,DO-SDS 15 HUTF, HUCTIF series hangers Top flange hangers available in widths ranging from 1-9116'to 5- 11 STHDIO, STHDiDRJ Strap -style hold -dam 9 TBE4, TBE6 TrussSearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5_50110, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Cancealled flange 12 STI-1014, SFHO14RJ Strap -style hold-down 10 TQ24� TC26: TC28 TnussClip HHUS7 25110 version NULCTF) aVa'labli all nrodels having vvidth equal to or 11 THA29, THA213, THA21 8, THA218,2, THA222-2, THA413, THA41 8, THAC4116, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths rangling fmm 3- greater than 2-9/16". THAC422, THA426. THi THA426-2 118" to 5-IM" a nd heights ranging from 4_VWta 15-3/4P_ 16 HWP series hangars Top flange han oars available In widths ran ing from 1-9/16"ta 7- 12 THAI 1 �81 f22, THAIZ06122, THAl2,1122. THA1222, THA1322 , THA13522, THAI422 Adjustable Truss Hanger Sized for I -Joists Corropde availdible for all .4 flange version (HSU,kC,L HSUILC) t/8" and heights rano,lq from 5-'3/8" to 2W, 1� THAL422. THA]i Skswecl-Truss Hanger do0le,2Xand 4[Xmodels� only acute f hngeis�cancealad 17 HWPH series hangers Top flange hangers available in widths ranging from 1 �9116" to 7- 14 THJA26, LTHJA20,,LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTUZ 0, HTU2r,2, HTU28-2, HTU210-2 Face -mount hangais 112" and heights ranging from 5-3/8"to, 52'. IS THIJIM24-SbM, THJM2-5-SD83, Ti THJU28-W Multiple Truss Hangers 9 HU. HUC series hangers Fam-mount hangers available in widths rangingirom 1-9/16" to 7- 16 ITS series hangers Top flange hangers available in widths rang Ing from 1 -9116" to 3- EIt- C., 16 TSBR2-24 Truss Spacer -Restraint 112" arid heights rangirig from 2-716'to 19-114'. Coriceateol flange 518" and heights reinging from Sr-1 X'tc, 16'. cc 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for -all models having width equal to or 19 J13 series hangers Top.flange hangers available in width Of 1-9111l heights U_ 15 VFCR Valley Truss Clip greater than ranging from 5.318" to 7.114'� 1A cc = 1`0 HILIC01,6119-SOS, HUCOi.81/11-SDS, HUCO21.0,-.2-SDS, HUCQ21073-SDS, HU00310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights C= cc; C�4 - ::4 SOS, HU0,0410-SOS, HUCQ41ZSD,9, HUC,45.2W-SPS, HUCQ5.25/11-sD$, HUCQ610- ranging from 113-118" SM H UCQ61 2-S08 CIS CID C, Simpson Stroqg-Tie 2020 FBC Approved Products Updated f2J30/2020 Simpson Strong -Tie 2020 FEC Approved Products Updated 12r3w=0 Simpson Strong -Tie �020 Fff.0 Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3WO20 For drect Inks toall SST approvals listed below, CLICK HER For dill Inks to all EST Approvals listed below, CLICK HER For direct Inks to all WTapprovals Isted balowl CLICK HER For direct Inks ro all $ST approval� Rated, Woy. CLICK HERE For additional infromiation regarding i Statewide Product ApprovalSystern and Manr")ade County Notice of Acceptance (NOA), rA�. _Z For additional information regarding Florkla's Statewide Product Approval System an d Marni-Dade County NWco of Acceptance (NOA). ;ILQL=. For aftional information regarding Flariclars Statewide Product'Approvall System and Marri-Dade County Notice of Acceptance iAdd- ubvirglion remerding Flcdda!s Statewide Product Approval System an d MwTi-Dade County Notice of Acceptance INIOAl, 911g&UM. 21 LS series he rigers Top flange hangeis available -in width of 1 -9116" and heights, FL#11468-RO 15 51LBV1,W, SILBVi.S1, SILOV2,06, SfLaV2,37, S/LBV2.56,S1LBV2,:O8,, SILEIV3,12, Top Flange lolst Hangers 5 $ET-XP Adhesive Arlohorfor concrete ranging from 5-W8" to 16-41r; SfLBV3,58, VLBVS,.S2. VLBV4.06!S/LBV4.1 Z gfLBV4.26� SILBV4.16. SILEIV5,50 Strang-Ball:2 (STR2, ST82-413S, ST82.6SS) Stang-Pok 2 Wedge Anchor for concrete available in carbon 4 LBAZ series hangers Top'!Isnge hangers VallablSin wdth of 1 -0/16" and heights �§j� Produo Moli NUmber or Name Pfodugt DMrlptlon 19 VLTT20, &DTT]2Z, SIHTTI 4i HTT4, HTI`� Holdowns steel and Types 304 and 316 stainless steel rariging ti�om 0AB"16 113-110" 1 1-11-1i)SMO-3, HHUS��10A Joist Hanger �0 SIMST60, SIMsT72 !§rfiraps 118 mil (10 gat) 7 Titan HD ITHD-H, THD-HMG, THD�1­14SS, THD-H6SS, THD-CS, THD-C-SB�) Then HD Heavy Duty ScrpwAnchorfor concrete arid masonry 23 LIi LEGf� LEW series hangers Top -flange hangers available In widths ranging from 3-1115- 2 HRS6, HRSS,,HR812 �Strap Ties 21 SP4,SP6 Stud Plate Ties available with hex head, In carbon steel and Types, 3D4 and 310 718"'and'heights, ranging from 9` to 33-1 12'L 3 HUCW10-2�SDS, HUCO210-3-SDS, HUCOS10-SO9 Joistflarger L12 SSP, DSP, TSP` StudPialleTies stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Topffangs hangers available in widths ranging from 5-1hVic, 8- 4 THIG132, TH083, THGBH2, THG8H3. THGBH4 Joist Hanger 2-3 Stc, OTC Truss Clip Type 316 stain Less steel 7/8" arrol heights ranging from 9" toS2-112'. 5 THGQ2�SDS3, THIGQS-SDS4�5, THGQH2-SDS3, THGOH3-SDS4.5, THGQH4-SDS6 Joist Hangar 24 TBD22 Truss BraCeLDiagonal 8 Titen HD Rod Coupler (rHD37634RC, THD5OG34RC) Then HD Threaded Rod Couplerforconciete 25 MIT series hangers Topflangi? hangers available in %,Adths ranging from 1-9/16"to 5- 6 THGW3-3, THOWS-4, THGW4-3, THGW4A JaiStHanger 26 TJC37 Truss Jack Connector 9 Trten HD Threaded Rod Hanger (THDB25158RH, THDSa7158RH, TH031212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9,114"to 24"� THD50234RH, TH010212RH) X PFj PFB, PFDB� PFU$8 serls� hangers Tolpfienje hangers available lwyoldth of 1-9116" and heights 10 Wedge -All ONA) Wedge -All Anchor for nissonry ranging from 3-50'to 7-118". FL#il473-R5 FLA13904-R6 Z7 28 RR WP series hangers RkdgeLrafter connector Top flange hangers available in widthis ranging from 1 -9116" to 7- §sjg Product Modal. Numbeir or Name Product DescLj= Sea # Product Model. Number or Name Product Description FL#JMO-R8 1/8" and heights ranging 9-1114'to-32". I DE-FAL20 Double Embedded Truss Anchor 1 CCQW.62-SDSHDG CCQM4.62-SDSHDG, GCQM5.EO-SDSHDG, CCTQM3_62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Grder Retrofit Anchor WTOM4.6-2-SDSGI COTOM5_50-1308G, CCCQM!1.O2­SDSG, CCCQM4.a�-sbSG, Sea # Product Model, Number or Name Product Descrintion Z H16, HIOS, H16-2. 1­116-2S HuuicarieTie CCCQMi 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860- 4 HETA12, HETA16, Hi HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.620-KT, ECCLOM4,62G.KF, EC.CLQM5.50G-KT, ECCl_LQMM.6,2G-KT, Masonry Pier Caps 2 ET.HP ET -HP Epoxy Adhesive for masonry E ,5 HETAL12. HETAL18, HETAL20 Embedded TrussAnchor ECrLLQMDk62G-KT, ECCLL0MD6,5OG-Kr, ECCLRQMMO2G-KT, EC6LR0MD4,,O2G- I SE`i SET-XP H ig h-Strengith Epmy Adhesive for masonry- sea # Product Model, Number or Name Emduct Descialma , 6 HGAM10, HK40 I Masonry retrofit con rectors KT, ECCLRQMD�r:5ffi3-KT 4 Strong-Balt 2 (ST82) . 5trong-Bolt 2Wedge Anchorfor masonry 1 ABA44, ABA44R, ABA46, A13A46R, ABA%: ABA66R Adjusita ble Post Base 7 HHETA16, HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUi HGUM5,50, HGUM7,00, HGUM�.25, HGUMROO Heavy Mason ry Hangers 5 T iten 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44. ABU44R, ABL14E ABU46R. ABU5.5, ABU5-6,ABU65, ABU66. ASU66R; ASUS8. Adijustable Post Base 8 LGT2. LGT3-SD$2.5, LGT4.SD83 �Sircler Tiedown 4 LGUM26-2, LGUM26-3i LGUM264, LGUM,28-2. LGUM28-3, LGUM28-4. LGUM21i Masonry Beam Hangers 6 Titan HD (THDwH4SS, THD-HOSS, THD-CS6SS) Titon HD Heavy -Duty Screw Anchor fbirconcretra amallable in 304 ABU88R, ABU1010, ABUIOIOR, ABU1212, ASUI21-2�R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM48: LGUM48,LLGUM410 or 316 stainless steelvviih hex head, and 316 stainless steel with 3 4 ABw44Z,, ABW44RZ, ARW46Z, ABW46RZ, A13W66Z, ABWl ABW7.7 A04, A04R, ACE4, ACO, ACOR, AC56 Adjustable Post Base Past Cap 10 11 META12, META16, METAIS, META20, META24, META40 MSTAM24, MSTAMM, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5- MBHA3.1219.25, MBHA3,12111.25, MBHA3-5W,25, MBHA3.5619;25, MEHA3.56111.25, MBHAS-66/1 1,88. MBHAS.5811 4, MBI-A3,66fis, MBHA3.5W18.. MBHAS.506.25. MasoriryTop Flange Bearn Hangers 7 Tirten Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry Z U) 6 ac4, Bc4s,'sc4R,'BC8, BC6R, BCS. BCS2-214, BCS2-316 Post cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MaHA5,5019;25. MEIHA5,50fll.25, M13HA5_513111,88, MBHA5.50114, MISHA5.501`10. 6 4 CB44,,0848, CB48� 0868, C1366 Embedded Column Base M13HA5.5011B cz 7 C85044-SDS2, CBSQ46-81382 CMQ66-SDS2. CBSU88-SO62, CBSQ88-SDS2 Embedded Column Base 45 MBHU3,5&9.*26, MSHU3.56111.25, MBHU3,56111,B8, MBH1i MBHU3.lw118, MSHU3.56118, MBHU6,6019,25, NISHLI6,50111.25, MBHU5.50/11.88, MBHUS,.50/14, Masonry Seem Hangars FL#1W37-R3 > 8 CC, ECC, ECCU Series Bolted column aapavvith Wi ranging from 3-14'to 9-V2"and FL#11149il W2 ranging from 3.5f8" to 7-1f2" MBHU5.50111 0, MSHU5,5011 8 Seg X Profluot Model, Number or Name Product Detorlotion 0 9 CCO-SDS2.5, E=-SOS2.5 Series Screwed column caps with W1 ranging from 3-11,Vto 9-117and Sed Prpdmct Modef. Nam bar Or Name Product Description I X3481018-5K, X,1S1 016, Xi 1310164K X01 61016, XQ1 8101 6-4K -410-16 Strong -Drive X Metal Seff-Drilling, Tapping Scirisws with #3 W2 ranging from 3-5/8" to 7-1f2" 1 QTTIZ DeakTensfon Tie Drill Point 10 QPT44Z. CPT66Z, CPTMZ Concealed Post Tie Base 2 HD12, HD19 Baited Hoildo ns FL#13975-RO 2 XLQ1 1 4TI 224, )�LQI 14DI 224-2K 41,2�24 Stro rig -Drive XIL Large -Head Metal Self -Drilling, Ta pping I I EPS44A, EPB44, EPP46,'EPBe6 Embedded Post Bass 1103a, HD5B, HD75, HDOB Bolted HaldownA Screws with #5 Drill Point and Large Diameter Hex Washer Head 12, EPS4Z Embedded Post Base 4 HTT4, HTT5,14TT5-3)4 Tension Ties Sw# Prodgrt Model, Number or Narne Product Description 3 XMQ1 14SI224, XM01 14BI224-2K 412-24Strong-Drivv, XMI Medium -Head Metal Self-Dfilling, < 13 LQB44, LCB% Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tonsim Ti L 0s I SOWM3001, SDW2233& SQW2240$,,SDW22468j,$QW2260O $OW22SOO, SOM2638, 64ong-Drive $DW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 UPC4Z, LPCOZ Light Post Cap, SDW22634 Screw 4 XQ11 4SI 224, XQ11114ei,224-2.5K X1 14S1224, =1 2S1224, X01 1281224-2K #12-24 $trong-Drive X Metal $elf-DrIlling, Tapping Scmers with #5 Drill Point _4__J 15 MPB44Z, MPSWZ, MPS86Z Mcimerd Post Base. 2 SDWO15450, SOWL015800 Strang-DrivL Sl)WC TRUSS 15 PB44, PB44R, PW, PW, P806R Embedded Past: Bass -3 SOWHI93OODS, SDWHI94OOD8, SDWHIWWDB, SDWHIOSOODB, SDWH1g,10OOD8 Strong-Dr"SDWH TIMBER-H EX Screw 5 XUa4SIO16, XU34B1016-6K #1"B Strong -Drive XU Metal _50-Drilling, Topping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH2740DG, SDVVH2!BOQG, SDWH27800G, SOWH271000G, SOWH2712DOG Strang-Drive,91DWHI TIMSER-HEX H DG Screw #1 Drill Point _0 is 19 PBVO� P6Vl FC44-16L PC46-11e, PC48AO. PCEW46, PC65-16. EPC44-16� EPC46-16, EP.C48-15, Round Post Base Post Cap Sea 1 Product Model, Number or Name S1351W4, S81.30 Product DescdRfiM SBAnchorBolts 5 a SIDWS16212, S0WS1&30Q,.SI)WS1O5i2, SDWS164OO SDWS19800, SDWS19712, SDW8224DD,sDw_v_25ba,SDws225iZ SDWS226001 8trong-Drive SDWS FRAMING Screw Strano-DrIve SDW`STfMSER Screw(Interior Grade) 0 B1371&24, EPC84-1,0, EPCSO-16 I SSTBJ6 S$TEL)O,'SSTS�A, SST828, SST834, SSTB361 SST81 6L, SSI-02OL, SST924L, SSTB Anchor Botts, SDWMBOO, SOWS22900, SD.WS221OQ0,-S0WS221.1OO,, SDWS221 �01)j SQWSM 500 FL*3�320-RO 20 PC4Z� PC4R7, PC8Z, PCORZ, F,08�,, PC8RZ EP04Zj EPC4 RZ� EF)CaZ� EP06RZ, EPC8Z, Postcap SSTB28L 7 SDWS2230DD8.8DWS22400Da, SDWS225CODS: SDWS226001�9, SDW=80068, Erratag-,DrIve 81 TIMBERSarew (Extetior Grade) EPG8RZ SDWS221 ODODB Sea # Product Model, Numberor Name Product Dose d2= 21 PPB44-4Z. PPB44-6Z Past Base 8 9DWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSC84B. DSHS, Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13&72-R4 9 SDWS2730OSS� SDWS27400SS, SDWS7750CS9, SDWS2760OSS, SDWS278OGSSj Strong -Drive SDWS TIMBER SS Screw 2 FC943-5. FCB45,5 - FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed-ChpConnector SDWS271OODSS, SUPW527120OSS 13 FPHSD34S1O16, FPHSD3481010, FPHSDa4B1D18-5K, FPHSD34SI214, #1046 arid #12-14 Strong -Drive FPHSD Framing4o-CFSSL-ff- W X Product ll Num fiat or Name Product D"Criptlarn 10 SDWV13400 -Iltrong-Dir" SOWV SOUE-TO-RIM Screw FPHSD34BI214, FPHSD34B1214--5K Drilling, Tap ping Screvvs� CC FL#i086G-R5 i CMST12, Ci CMSTC16, CS14, CS16, CSIS. 0820, C$22 Coiled Straps 11 STN22 Outdool-Accents Hex -Head Washer 4 LSFC2.25, LSFC4251, L8FC8_25, SFC2.25, SFC4,25, SFC6.25 Steel Framing Con neotor M 2 HRS,6, HRS HRS12, FHAQ� FHAP, FHAl2, FHA18, FHA24, FHA30, MSTf26.M&TI38, Sti-ape 97 mill (12, go) 6 li LSSCS:25 S�SC2.25� SSC4.25: SSC 61M MSSC2_2E� livi MSSC6.25� Steel Stud Conneators §ga Product Modal. Na m bar or Name Product DeLacribtlorT ims-l-148, MST160, MSTIn, "ST27, &M8T,,37,, VMST48 MSSC4.25KW, MiV I FJA, FSA Fountiation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTSSOC HaevyTWat Straps FI-916363.1i 6 RCKW3, RCKW5,5,, RCKW7.5. RCKW3S, RCKW,9.5S Rigid Knee Well Connector 2 FRFP Flat Petrofit Foundation Plate 4 LSTA30, LSTA38, LST149, 1_8-1`173. MSTA9, MSTA112, MSTA15, M8rrA18_ MSTA21, MSTA24 Straps 43 mill (14 ga) 7 S0845.5, XB45�5 SCS47.5, SCB49.5, MSCB45.5, MSCS475 Bypass Framing Slide -Clip Cqnnector 3 GH46-5, GH46-$, GH4&(K GH48-8, GH410-6, GH410-8,.GHM5, GHS 6-8, GHO", OH68- Girder Hanger 5 LSTA9, LSTA12, LSTA16. LSTA18. LSTA21, LSTA24,ST292, ST2122, -ST2115t, ST2215 Straps 33 mil (20ga) Sea 9 Product Mi Number or Name Pro4luctommytion 8, SCS32-5/97, SCS52-5/97. SCSQ2-61118, SC-S82-5/118 Bypass Framing Connector -0 6 LSUBH3.25, SUIBH3.25, MSUSH3.25 Bridging Connector I AS 16, A$, I SS5; AS I aSO 18 ga. Truss Plates 9 SCM. 215, SCW5. 5 Hesid-of-Wall Slide -Clip Connector 4 GLE35A, GLB5B, GLB5C, GLB5D, GLB7A.LGLEIB. GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OH8 -20ga. High Strength Truss Plate 10 SJC8,26, SJC10.25, MSJC8.25, MSJCIO.25 Steel Joist Conneolars 5 GI_BT51 2, GBLT8i2, GLEITS1 6. 0 BILT616, GILST520, GBLT820 GtUlam Bearing plah�� 8 LTS12, LTS16, LTm, Lrs2o Light Twist Straps 3 AS-20 �Ki gra. Truss Plate I 11 SSB3�518 Bypass Framing Slii Strut Connector 6 HGLBA, HQl.BB,,HGLBC1 HGL5D Heavy G1410 M Bearing Plats, Q MSTAX Mi ST6215, STO124, STP, STIZ S-I-18, ST22, MSTC25, MS-IrC4,01, M$TC52 S4aps 54 mil (16 ga) 4 A$HP Hinge Plata< �onnector 12 XLSHL3401414i XILSI-17801414 #1444 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 11 HGT.3, HbT-4 Heavy GiinderTledown 10 MSTC66, MSTC78,STk36 Straps 88 mil (14 ga) ScTews uJ 0 UF-Plo-SDS3 Universal Foundation Plate 11 MTS12, Mi MTS18, MTS-26, MTS30, MTS240� MT830C Medium Twist: Straps 15 XQIS101 S.X01S1016-41K. X018121141 XC(113­1214�3.51< XQ78S12�4'*Q7gSI2t4_'3K' `12S1 910-16: 912-14, and AIM4 Strong-DrlyeX Metal Self -Drilling, 2 9 URFP Univem I Retrofit Foundation Plate 12 S(81,56, sibl.sl, ww.013, SIB2,37, S62,50, SIB2.68, a1B3,12, S1133�56;o SIB3.62, S184.061 Top Flange Joist Hangers FL#1573o-R4 X01 I 4S1 224, XQ1 14BI 224-2.5K XQ I 224,XQI 12BI 224.2K, X34810iS.5K, xi si oi e, xiwoi O-4K. XISI 214, X1 BI 214-3.5K Topping Screws < 10i S64,12, &84.28, S164�75, SIS5.50 SIBA2.1218� MA11V.10, 51BA2.12J12, SIBA2.12114, S/BA4.1818. SIBA4.18/10, Top Flange Joist Hanger.- Sea X Product Model. Nurnber or Name Pm.duatDiascrinfion Z SIBA4.18112, SIBA4.1e/14 1 ET -HP Adhesive Anchor for concrete Z 14 WHIA Hurricane Tie 2 GAC, GDP, GDPM­W , COPM-75, GDPM-100, GDPS, GW-50. GW­76, 0W-1 0% GTH Gas -actuated fasteners and Asseii < 15 S/HD88, SIHDSB, S�HDIOS: Si!HD1013. HoldOwns 3r PDPA, PDPA-,K, PDPA-,MG, POPAT, PDPAT-K PINW., PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 $1HQiU4_81HDUO, SIHOU9, S/HDU1 1 Holdcwns PDPAWL-MG,, PSVL3,,- PSVL-S�K, POLDPA, PE,CL DPA� PTRHM� PTRHA4 17 SQCT, S/HJCT Joist Hangers 4 SET,3G Adhesive Anchor for concrete SHEET NO. August 10, 2022 PA 1.3 `l�b �. l� a'- �' � a +k_k� Kt Wit.. a Rtl r a�•, eA.;:.:h, Nir,,r a�de..n .a .f_ }. ,x ,{,�::.-+ k .. N Sv 9 ,- ,1}..h r .: `; a.} _ { 4 ;i iK l B hi: .. 'A R 9 w.*F -;'m. b. ".a 4 8 # P3 .'. +I+d ♦ F" T' ',m: • i b &' :aK PMS : k .k FA .4}ry 9k? a R 1 i F t x,:" 2#[ }5 =.4n :. f 4.} dP. • } Fi" iK :.E .:.+ } - ;a:} K+° 10 8 Rk svd,-F r MPfk{%ml li PGT1bm.ti-s, T_. 1; 7- t, km .4"rovidiiim--marA moon Yagat 1 I rl- .k3.:#- # #:1 A ma Ar i:1 " p,i ei Ir--vt.. A F {: f U A ki a:# `,�,.'s{ �':: A �i.ii �.. � - ` A x3' ° 'a 1.. T♦ A p. A .� .-kR.A � #: - �: «R � : # k�i,IM �' ,;��: N ,.. - r A to #�t � �' � .•:SUM i . � F i CGILAVIndows and -Doors, Inc E I � "1^7 14iL071 !r,ql Upiado, R.E. �'t�6�s$ ia�'ktl i� �eisvr NOA i' 6. 21-0losm s 11?a s'i1 se , 25, 2011 # tR �}ff,#" i :i..4 1 aM }. � d-.4 il'� R.�.. R.R i -.•� .alY- -i ' ep a ai:�" :. R •i A # :+;Y x.. �4.. IN 111 Jigi .hd.i'*:i✓`.y;i A i. is -A { Pr pt' f t Lto PGTIndustries. bw-- B. TESTS CALCMATIONS` Maqlt N Ord No. 2 1- 4-210 A August 10, N N to N Co > © U tU Q O Ca -0 O N C _ C6 _ O Co . � 'a cn Co O Q U) Q @r'J O cu cu :m- LU a O 1= c � o R C.i N �+ m o a" C ANN d A �r N Y � d o a tj d �cm VR =- C � O L1 +J O cn E CIO co > O > C:L O 0L Q � U O N m O L w� z J z Q J d SHEET NO. PA lo4 C/) M (D > C- MIAMI-DAMM MIAMI-DADECOUNTY a) 2 00- c 2 0 ow PRODUCT CONTROL SECTION Cast -Crete USA. LLC Cast-Crete'USA,. LLC Cast -Crete USA. LLC (D DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11905, SW 26 ftvet Room 209 BOARD AND CODE ADMINISTRATION DIVISION MiamL Florida 3�175-2474 T ('796) 315-2590 F (78 -2599 6)315 NOTICE OF ACCEPTANCE: EVIDENCE SUBMfMD NOTICE OF ACCEPMCE- EVIDENCE SUBMIMD NOTICE OF ACCEPTANCE: EVIDENCE SIMNUTTED 0 U) -t, =3 NOTICE OF ACCEPTANCE (NOA) Itraidadego-Weeffliomy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS. APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 CU Cn I CD -0 0 -0 -0 0 0 (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS EL = 3: 0 Seffner, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, # 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details " sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of = LL — '-1-- M prepared by Craig Parrino, P.E., datedAfarch 24,2003 andDrawirigNo. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Tr:;�zng No. 1, dated 03124103 and Drawing No. LT461Z titled "Cast-crete 4 " 6"&12" 0 ,�_ U) 0 > -0 SCOPE.. "Cast -Crete 4", 61' & 12 "Lintel Safe Load Tahles".sheets.l through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 6 " & 12 "Lintel Safe Load Tables," Sheets I Lintel Safe Load Tables" sheets I through 3 of 3, last revision ii7te� 06112114, all — E w 2 a) This NOA is being issued underthe applicable rules and regulations governing the use of construction materials. L Craig Parrino, P E, dated M=h 24, 2003, last revision 41 datedApril,28, 2003 both through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last preparec4 signed and sealed by Craig Parrino, P. E., on 08119114. U) L_ M 8 U) 0 CID M Ile documentation sub itted has been reviewed and accepted by Miami Dade County RER- Product Control L drawings Signed and sealed by Craig Parrino, A E. revision, dated March 11, 2008, all signed and sealed by CraigParrino, P.E., on 0- U) Section to be used in Miami Dade County and other areas where allowed by the Auth ty Ifaving Jurisdiction or, B. TESTS March 22, 2012. B. TESTS (AHJ). L Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels LFilled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529;-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 304044 dated 0411L0103,Signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P E, signed and sealed by Craig Parrino, P.E, accepted manner� the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material L Calmdationsfor Cost -Crete Lintels, dated 05129103, 207 pages, prep4red by Craig D. QUALM ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirementSL of the applicable buRding code. Parrino, A K, signed andsealed by Craig Parrino, P.E. 1. By Afiami-Dade County Department of Permitting, Environment, and Regzdatory Affairs. 2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrinp, P.E. I,. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. L None. Dncwpnon (Cast -Crete) 4", 611 & 1211 ffigh Strength Precast and Prestressed Concrete -Lintels D. MATERIAL CERTMCATION: F. OTHER APPROVAL DOCUMNT: Drawing No. FD4612, titled"Precast and Prestressed Lintel Details", shoot I of 1, L Quality S�stein Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24,2003 and Drawing No. LT4612, titled "Cast-Cretc 4�', 61, & 12" I 2,002. 1. Letter from Cast -Crete Corporation dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with theF7orida Building Code, 2014 Edition. Lintel Safe Load Tables-, sheets I through 3 of 3, prepared by Craig Parrino, P.E, dated Ma rch 24,2003, last 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002 by Craig Parrino, P. E., cerfifying compliance with the Florida Building Code, 2010 revision dated June 12, 2,614, all signed and sealed by Craig Parrino, P.E., on Januar� 22, 2019, all bearing the Editiom 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the -Notice of Acceptance numbeT and the expiration 2. EVIDENCE SURAMTED UNDER PREVIOUS APPROVAL # 08-0320-09 A. DRAWINGS date by the Nfiami-Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 13-0321.07 1. None. z MISSILE LWPACT RATING: Large and Stuall Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Detail$" Sheet I of 1, I A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4", 61' & 12W Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product B. TESTS I . None. I . None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the L None. C. CALCULATIONS materials� use, and/ormanufacture ofthe product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for Wes, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Afiami-Dade County Department of Regulatory and Economic Resources (REP). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERLAL CERTIFICATIONS ADVERTISEMENT- The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miatni-Dade County Department ofRegulatory and EconomicResources (REV. 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By kfiami-Dade County Buil&ng Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of thiSLentire NOA shall be provided to the user by the manufacturer or 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 *peotion at tbejob site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Paertno, P. E. C= This NOA revises, NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-30 E-4 and P. /. d. a le�._ - �1./ J, � Al J.1� E-5 as well as approval document mentioned above,L The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. I , 4 /5;,Rkmy7A.,makar, P.E., KS. ,Aeimy A. Maltar, P.E., M.S. 4:��e A. Makar, P.E., ALS. cc > UJ 0 Procluct Control Section Supervisor ruct Control Section Supervisor Product Control Section Supervisor C= NOA No. 20-0630.15 MRAMHMM &4� NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 . 6 =9- C= M 4� � Expiration Date: e9/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date- 09/11/2023 _E _; LZ '. Approval Date: 0&=2020 ApprovatDate: 08/2W2020 Approval Date: OW20/2020 Approval Date: 08/20/2020 L- = Page I E-1 E-2 E-3 4ft Z; C= cc C14 r= C= gn r= L Cast -Crete USA LLC Cast -Crete USA. LLC NOTICE OF ACCEPTANCE. EVIDENCE sumrrm NOTICE OF ACCEPTANCE: EMENIQE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS Cn 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS a) 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Muzmi-Dade County Department of -Regulatory and Economic Resources (RER). 1. By Maml-Dade County Department of.Regulatory and Economic Resources OZEM. E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L Nbne. 1. None F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edltioi% issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, s�gned & sealed by Craig Parrino, P, E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- 03 > A. DRAWINGS Crete USA, Inc., dated 06111120, Signed& sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast andPrestressed Lintel Details ". sheet I of > 0- 1, preparedby Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast-Creie 4L", 611,& 12 "Lintel Safe Load TWes "' sheets I 0 through 3 of 3, preparedby Craig Parrino, P.E., dated March 24,,'2,003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TIESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Afiami-Da* County Department of -Regulatory andEconomicResources (REP). M E. MATERIAL CERTIFICATIONS =:3 < ,1. Nona n —0 F. OTHER 1. Article of Conversionfor a name change. 0 LM W C6elmy A. blakar, P.E.,,M.S. C�/ HelmiyA_ W� P.E., T*LS, - — 4 -_ < (3) Product Control.Section Supervisor Product Control Section Supervisor Z NOA No. 20-OW.15 NOA No. 20-0,630.15 z ExpirationDate: 09/11/2023 Expiration Daw "/11/2023 < AppirovalDate: 08/2�0/2020 Approval Date: OSCO/2020 _J F-4 E-5 CL SHEET NO. August 10, 2022 PA 1.5 /T—ILIE00 1ILLF-11"TESTING & ENGINEERING CommNi 2 2.2. 1EMF-jPORT_g; Large missile ImOad arid' fatigue load tests were Performed under'Prot000ls, TAS 201,20,3W p6reedlon IlMoftha,,Florlda Building Code. UnflitormstaticdOadil EYAMAXPONATIQUX 10-ma", MATMALCHARACTgMTICS,At4D-SPECIRCAMM: -Shall be stfictiVin accordanct with General Notes and Componon�s indicated on shoat 1, 2 and 22 of 2,6,00 Product, Evatuatloh 0acum&nflP.EA),*4wj?jQ - WATM A TILUT,,M,,F.fi. as per, TAS =Protdcol, Tostr(Fp.ortspri�parOb�HumcaneEngfileetfngIII , No.20-116; Anchor speaftitionsihst be As indl�aod' on shosts, 1., 7 -and 21 of Tat tIng, IfIc'. Reports # 96-500 dated 011/0g/10196 #06-5-70 dated 09118/1996. 1 26, of Product Evaluation Document (P,E,Q�).. druMng No. 20-06. PROMUCT Of"ATION REEP—RT #90-T30 dated 09f20/1096, pit three signed and sealoidr by HeqWX Medina, , P-E., Fanostmtjort Testing Laboratory, Inc. feports,#2031 dated 041181199's and * 2128 dated I 0/0611"S witnessed by Gilbert Diamond, P.E. and Repo 17t No. 7. LIMITATIONS INSDF USE, R POP ,M T NO., 20-0120.01 0219.01-00, dated March 4, 9009, signed and sealed by Edmundo Largsespada,, P.E� and Henry Hattem, P.F- 7.1. ftall be WCUyrin compliance with Genarat Notes Nb. 1, 4 thru 14, indwaw- PATE., July 28,2020 Tensile W. nepPd:Nq, KM-197 by QC.Met41lurgljpgj, Inc,, da a h 13,,20 led M n; 09 on sheet I of 26, a& Well as -0enorat N.otos# I thru 4,and I I thru 16, IndleaI ad ortsheet 21 of 260P d to uotfv6luation 06dUrreht�O.E.D.),,tlrawlng Na.20410 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. pr6pared byTillow, InG. and signed" sealed byW�IterA, PRODUCT $US-tATEQ0RY-. ftinniPartels Z&WRUCTURAIt-ENGIN_EER1NG GALMUTIONS, 7.2. Product May U44ftlefled Within HiGHIVELOCITY HURRICANE ZONESes. PRODUCT NAME- 20 GAGE CALVAN)ZED STEEL STORM PANEL, Ott 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as Wall as maximum anchorspacing vs. designWind load andpanel defined on seetton 1620,2 of the Florida Building Code. MA4&ACTUkZR: - length based on raffonal'and comparattvoanajols, and In accordance with section 16io of the Florida BuIlcling Code. dalculatil ons prepared by Tiltece, im, wood ftmo structur I as. to 48008 M Strest 060a, Florld&30314 dated I 1703,j00and W1 21115,41gnedand sealed by Walter A..rillft, Jr., Pt. ,t, P U RP OIS E r 0. F VA L U N I MISSILE IMPACT RMISTANCE; Product Evaluation Roportproparad by Walter,A.Titit, Jr.... P.E. (Florida License -E -A -W�� This, i4,a Product Evalutation Re , portissuod by Walter A, Tillit, Jr. P.E. t4y*tdm �arge m isalle,impact under section 1B26 of the Fforldp Building CDda� as per TAS 201, Protocol. No., 4411�7)j President of Tdiato, Irm'. (Florlde CA-0006719)� lb * 1900) to the Global Prd�toctltoh Products, LLG, Rule"Chaptor No. Iall 020.3, Method 16 of the Flarldo aepartmonj Ot fSvoinossand 4.-MD LOAM-ReSOXAMOL probseloftw Regulation. 20 OAge Galvanized Stoef Storm Panel has been verified to sustain wind This prodUtt is'561nq Issued an Evolostion Report -as described herein, end has ancotrI acoord"Shce v*'h th' `6 400n'verifiod f6t contptL 6 2 � 20Sdventh Edition of the pressures. Makimum Panel length $hall` boas Indicated.on sheats$, 10, 14. 16, 16 � 10, 4 and 26 of 26 of Product Evalwation'Dockirnant (P. E.D.),ldrawhio No. 4,4107 i Florida Build! no Code, and tavarify that the product is for the pu"se Intended afloast oquivalentlo thAttaquired by the Code. 20 _176. MWdMurn Anchor $pacing shall be as Indicated on sheets 8, 9, 10, 11 14,16, 17. 18, 11% 20 25 and 26 Of2[3. --of Product Eypluatiort Dowment �RF.D.), driOvOngNo. 20-178. sTATE 0, F This fttluct EValuationRoportehall be subject to review and revision In CAW of MLLAT-ION, a flu HdIng Code change that may, affW its limitations and eqnd Ito" I ftstallotion shall tie *formed strictly in 4ccordarkos With details indicated on WATILL 2,-E—yInrNC r_ LVAT _A_0hLjP0_0 sheets 3 thru 7, 10 fhru 21), 23, U and,25 of 96. of Product Evaluation Document (P.-E,D.), drawling No, .10-176, Minimuffiteparatiom to glass shall be as U*1V111nT1121 STEEL ONAM I)ra*in,g No. 20476, Ittled "20 GAGE GAILVANIZE0 sTEEL sToRm PANEL", Indicated on sheets 8, 14,16,25 and 26-of 26, of Product Evaluation Document (P.E.D.), Orawing No, *oets 1,11hN 26 of.26 prepared by Titteco, lnc.,�; slotted andzealed by Walter A. .90-117111. tillit Jf, P,B.,;,datoO47128j�620. This drawing Is an integral part oUAIS Evaf�atiort Report -.4 NO, 4410,,7 -7, 6T- 'A, Al MIE OF �,9z VQ j?h -(30 0 *871-153, 40" 0 I I L I E ;Fo�—,N 0 TILL111' TESTING G WALIER.A. TILIJT, M, ?%. P-"DVC1 KULURION REPORI REPORT No., 20-0127.42 DATE,, 4vIY27,2020 PRODUCT CATEGORY: Shutters OP40UCT SWW'WORY.- Storm Fkanals PRODUCT NAME,, Z4GA00,0ALVAA1Z-ED VEFEL STORM PANI�L MANUFACTURER: 010b2ki Pmustion PMAUCU61= 4= SA .51: Street DaMe, Florida =14 1. PURPOSE OIE EVALUAIIQN'r byWaIt6tA, 11,111t. Jr., P.E.($ystern it) * IN45) to the Global Protection Products, LLC, Rule Chaptor No. 4140,24-3, Method 10 of the FtoridA.Deporimaht of Bustneve and Professional ft"utation, This produ)qtls�bolng IssVed an EvaluatIpmRippart fis Op4pribej heroln, and has been votiflid foi��010n'oe in accordance with thtil= 8 , avonth Edition of the Florida StAldingCodeamd to1wrifythattheprodud Isforthe purposaintended at'jeast o'quI%W6ht to that required by tho0oft. ThIsProduct.Evetloallun 'Report shelf besubject to ravlowand revision in case of A Building Oode change that may affect its limitations and conditions 2. EVIOENCESUBMITTED� 2j. PRODUCUT"AUAWN OMMENTMEJU Drowing No. 20-174, titled '24 GAGE GALVANIZED STEEL STORM PANEL, shset& I thru IS, of It prepared by tilteca, the,-, signed and sealed by Walter X Tillit, Jr.,. P.E,; dated 07 On This drawing Is an �ntev* -4 ,Evaluation Report. "�t V '�4 " ­ - 6,35,1'N-W, 16th %"t, gpibe, 305, Uluni, Florida 33166 - Phow. fa05)t7l - 1'*, )N2EtDj-T'NQ. 10-811,11,112 2 Wers, portiormed under SST0 P,.e. Bufldfng Code. Test Report prepared by,,�merican Testing Ub of South Florida, Report No. I 1;231DI .10i dated Novornber 2a, 2010, signed and sealed by Juso, E. aonzedez, RE, Tensile test report No. SCM-19S by 00 Metallurgical, Inc;,datod March 14� 20100, sigiled' 'ard ssiled by flank 6ratei, P.E, asp4rAtTM 8A and tensile Test as par 00 Metallurgical Report No.. I OKM-1 318, dated December 1, 2010 signed and sealed by,46rry Jociptanp, P.E. as per ASTM E-8. 2j, S�MQJML GINEF .RINGCA WILATION-S., On,24 GageGalvanizod Steel ftrMPanal for maximum Panel length va, design windload , as Well as maximurn anchor spacing vs. design wind load and panel length based on rational,and compa ratlys analysls�, and I n zicoordance with 0oation 1604 of the Florldlatlull0gr Co'd#, properedby T11taodi I no., deted 12h 8M Q and 01�17113 (for this retvislorib Signed andsealed by Walter A TIM, Jr,, P-S M, LaNe-MISS119 IMP404nder-460tlort 1009.11 PlIthe Flo40"016% Code, as per SSTD 11-490, Standardand TAS- 2014 4. VAND LQAQS gEWSTANcE 24 Gap Ggivanized 3teoltttorm Panel ha.sr been verified t4 sustall.) Wind pressures. Maximurn Panel lengthsholl btiias IndlIcatedon she s 1 1 12 and 17 of,14 of Product Evaluation DocUment (P.E.D.)� drawing Na. 20-175. Maximum Ambor Spacing shall be as indicated on,shoots, 5'ra, I% 11, 16 and 18 of,18, of Product Evaluation 0900r�ertt �REA), drawmio No. 20-176. 24 Gage Gahfanized Steel -Storm Parisi has been verified for code compliance to work as a,npriporous-etorm, shLitter assembly, as per 8sTQ 12-99 St andard� to-M1.0 I 5 lk INSTALLADOW, installation shall b -a performed strictly in,aw9rdance with -n details indicated o sheets, � thrut 0, 12 thru 118, of 48, ofProduct Evaluation Ooaument,�P.E.D.), dtawlintl No. 20-175. Minimum separation to glass sitalt be as indicated on sheets 3, 6'r 13, 114* 1 Sj fS and 18 of'18, of Product Evaluation Document (P.E.D.),-drawling No. 20-176. AiMAVIRVAI-CRA AIACTER,ESMCIAED-APE-C-WICATMW-- Shall be strictly in acwrdance w*Genaral Natesortd Components Indicated on AfTeat I and 2 of18,'jofProdvct,EvaluatIon DocUment(PR.b.), draWing No. Anchor specifications *holl boas fri.dleated on sbeet I of 18, of Product Evaluation DdcUmont (P.E,D,), drawing No. 20-1�5. Z. LIM IIATIONS AND CONDMON&OF USE: 7A. -ShAil be strictly in comliftnoe with Gonsral Notes No- 1, Sibru 14,11ndlostod on sheet 1 of 18 of ProdLictEvaluation Doewment(RED.).. drawing N-a-20-175 Pr0ParodbyTJjtecojnt;�. and signeO,and soolod byWatiqrA, 11,JIIt,,Jt­P.E. 7.2. Product shah notbe InatAlled within HIGH VELOCITY HURRICANEZONES as defined on. section 11620,241heFforlda Building Code, 7.3-Product shall only be installed into poured concrete, concrete.block, and Wood frame structunog, Product Evaluation Report propgred by W-alterA, 17911t, Jr��, P,E, (Florida 'License No. 4M67)� President of Tlli�sco, [tie. (Flarida CA-000671o), WATU JE. kEPOAT.2( .4 4108L s1111 M. 11 U, k D" If 2 D4 7-5 t c/) -a -ffi > 0 (D L) (3) CL CL 0 0 L- co L) -o 4- a- C/) -t- (1) =3 -0 C) M L) 0 -cu Cl) C : 0 C L- 5L — C L- �2 (3) CU = 0 0 — ZZ M U- ,- 0 CU > (n — Cn !E -0 E a) CU 0 U) < z z W mi COMPQNM--EQR REQUIBAR A LJEE SIAMY UMM PANELS 1/4. 2/4, 3/4� 4/4, 5/5, 7/5. 2M 113) IN CASE'TTIAT PRECAST STONIE. OR rWCW COW" PMLS, tntato OR wow BOWS BE rom ON THE MANIM 005TWO WALI. ANCHORS VWL a' LONG ENOUGH To REACH THE MW PWXTL*E 00" S" PqELS 1� IW/10, 2,W/10, 3W/10, 4W/10. 6/5 PRODUCT EyALLWON IIN/lo, aw/11 & 7w/11 I WON MM SHOWN on IMS"'M " M., am YEBM FOR COMPLANCE IN ANCHORAGE SPAL BE AS MENTIONED IN 0.1) ANO IN 112). 3.1w CICIM immI. 5 ACCORDANCE (Ith W"IM) OF .. =10.9,141"Zo "'S (C) ow (EFFWK i fSAW (MAL 0AFfURot Olt ON SUILOW. INC, � �: MAX_ OEM VAND WADS SHALL BE DETERMINED AS PER SECTION fA20 Of THE ASOIE MENTONW COOF, -AWWM MR 001OCRETE SEE SCHREIRILE ON SHEM 6 A; 9 -- I WIN. FOR WOOD SEE SECTIONS OR SHIM to a I I 01 10 10,40 MEILAME " ANOWORS, AS MANWAMRM BY KLCD CONSTRIXTON PROOIJCTS. Ile- 4V�;,0011E L1 41C INSTALLED 11 1 %IBM* 40, 1 - C=%,,O, AN,,= SHIMM W1 -I Is PER N.O.S. FCIR NOT DOEEO THE M=VW (A-&O�) OIESRIN PREMW RATINGS NOtCATED ON SHEETS I THRU 12,14� 1% 16, 70 At 20, - 7116 SJW WOOD BVSHK AS OWROJI11) By ALL MW -SO", BOLT At SPECIALTY OD. "W WK TICK I-55D - It, 0 7 D.M. TO "INE IM?H I + --- --7T -----T-1 OLTIMAIE - WINO IJQ`QS DMUMINE&I PER ASCE I-T4 INTO *00 OF UPCON ANCAORS -41,1. WE I Ile 041) ;r FOR ELIM FRaVATE PLUS ift FIRST ROOM WIND LOWBY MIAMLYIN07HO BY OA N CRIER TO m1=01- HEMMtQ_,.-1 / , 7, 1 FGM so OOMPAPIS -19V- W/ MAX, M.O� DESON PRESSIRE RXTV#CS NOICATM ON 94EM 7 -TIM 17� It. 15, 111, 10 EDGE G-W ri C= > LLJ CI) OF LAO SCREW. INTO THE WOOD FRAME I" SNALL BE 4.UAMM SIM z IN ORDER 70 VERIFY -I ANCHOWS 'ON IM KEZ AS TWED WORE NOT WER STROSM, A 33% . IN ALL. =114W Mplmm- BE CONWOMD AS PART OF TK REq4W THREACED �-042 "-"0,- -.=A=W -X%r = - - SOMIS MR *M LOADS VSAM VSW tK I -MDR ANALft$. 05"EIM SPACNI; 14 11011) RAS BEEN OfFlEg"D W -LW MAIL ACCORDOWE MITI "�S, wrAn A 4SAr GAW, 4&9 ce. Stow PANEL'S ADEQUACY FOR IMPACT AID WOO BEEN VERFMC IN ACCORDANCE WITH SECIION 106 OF MINIMUM EDGE DIS144M OF LAO SOMS. 0410 WON SNALI- SE' AS INDICKTO IN " DRAMW -------- Vj t-j DIE ASMIt MENTIONM COCE AS PER HURRICANE Mm"T IIEST114 INC, REPOM W-SU, 96-WO * 95-740 AND c�A) MWIAM PEWWwR OF Wow wsHm sRAL BE t/r, SCRM USED SKALL BE 1 1/2' LON* MMMUW FENESTRATION IMM LM REPORTS #2032 & #2124. #Rotoca$ TAS-2ol� TK$�7 TAS--20 SHOULD TWOCO OW. AM 1* MINIMUM FOR *V-t$ *TTH NO 1=1 LA. CX_ Cc (= - BE LM ENDUCHTO REACH THE WIN SMCTURE 8000 SUCH PANtM AS WELL As AMERICAN IOU LAS OF SOUTH +LoRm WM Amol-o% AS pERTAs n2 AW TAS 20 STANDARDS, C-S) IN STOW, OR Pftr.W CONCRETE PANIEIZ� Sw= OR Wow WARos K,FWW ON THE WSW (D UORM IMN Sim A— 7- ALL ALUMIMM EMS11INS TO BE $00-16 ALLOT AW TEMPM (UNLESS, OTHEXWISK NOTM), SEE SHEET, Z AS UE1,00" IN IJI) -2.lW __ r ­ - a, = Ct) , C-2) & C4) 4W C14 7- 4 At L ALUIM)" SHUT METAL USED At CLOSWES S94M HAVE r7105-H14 At&. (0) ANCHORS SKALL'st INSIALLBO FOLLO"Ito ALL or TK WOMA"WONS At* SMWVAMIM OF I'M ANCHOR'S 1111"C"Mr f-a' -1 1 i�-­­-1 tit III Z:K PAMEtS, DO LP 325' - - - - - - - - - - - - - - 4 ALL STEEL SHEET METAL PANEL$ $HALL HAVE SIM)CILIFIAL QUALM SIM ASIM A-M3 GWE 50 WNW P-60 -io-T, JAL 4**-20, CL CALVANM STEEL CENNATION 54�5 io fAFTM ROLIX*� S� PANELS MAY ALSO ISE OBTAL111) HORMONTAL1,Y FOLLOWING INSTALIA71014 DETAILS SHOWN ON SECTION A MMUG14 10 CSIMEETS 4 loo" 1:1- toulat ;91= UNR ILTEC, 4" SMM PANELS W/ 1/441 E Awm o" - 71 r (Simi ONS AS tB/ C, yj 231.00 . ", T= - 4413NUA VIA. 01440AP. "fax wi i - ANCLE 5, a SM" 10 K STAINLESS STEEL 304 OR We AO SERA3,01t CORROSION RESISTANT COATM CARBON STM AS PER TKVUW 6) EXCEPT THAT +00FRISM442) SHALI. NOT BE WV� 'k-W , , - AAPP BOOM W/ 50 kW YNLO STRENGTH AMC 90 k0l TENSILE STREWN A SHAILL COMPLY W/ PLORNIA WOM 9 n BIWA. BE THE OF 1K CbWWM TO *WY THE 1"ONESS OF THE STRLVM WHERE SHUTTER IS TO BE l/r me. 42 I/T SECTORS AS APPLICABLE) �Wjr - -, MBIA To SECIM 24TI,3-',4- ATTACHM TO WMMCHORNGE " SHUM S*KL ONLY BE A11AM10 TO CONCREIL 0KCCK 09 WOW FRAME 3.i7v 4 ; L-1-A—L, H &M.0,140S. i 4W i 1 4 - & BOLTS TO BE ASTM A-" GALVANIZED S114, OR AM -504 SWES STAINLESS STEE­ WN A t* MIWMQ!M YW SIDE STRENMK M 004 RtWLAR StMM PANEL WITtl L04THS OVER W-8 THROV44 ILF-4*� AS PVt 1IMPOW5 6, a. -a & 16 ADM ALIDWATNES ft. -V E40 it 373 At low ON 5"EETS :6 6,4 W1 V- SHAIL RXIIIA LE*%= REAMY WRE UNVOK INSTRUCTING OWNER OR �oj tENAW M WUM RAWLS WITH no%. OF HURRICANE WAFORK GO MCHORS TO WALL SMALL BE AS FOLLOW--- -or- It THE INSTAItATION CONTRACTOR 15 1* ALL SWM COMPONENT EMES 041CH REMAIN IN CONT"ItS CONTACT ON tl4'4 TAPON ANC14ORS AS WANWAC11PRED Of 1,TW, E THE K"NO TO "EvENT WINO/RANt I3QMG= VILW QML A 1 /4* 0 AMCWR% 16 MANLWACTIM :11==114N, tl�-Voo OILY CD * "`=-1N1 -AM'S 12, SMM PANEL 945FALLATION RIAU COMPLY WITH S;,ECS NW-00 * IRIS CRAWING PLUS AM WtONG om ZONINI; M)NDEt) CORNER 0 ENDS OF I D.M­@,@.@.+ AWHORS, AS WMIWTW BY ALL POW SCREW. BOLT & SPECIALIY 00. RM.T." /4*0 X .0 wl I I "i � (W., ro-300 V-Q PRONED Sn' THE ARISOCTION WERE PERMIT IS APPM TO END UP W/ ROAMED EWE. #14-10 AMELMATE FEMALf K) & PANWATE KVS AKHM, AS VAPAPACIIAWD BY MCO CONSTRU0001 PROCIUM is, ENT&W ft I 'oft vaNtER Is OEWRC AND POES NOT PRONE INFORM4110k (N.TV ANGAE IR AWLE MM StUD MOU MM IT W, I SIT= MM 0 �1/4; 2/4, 3/4, 4/4. 5/5, 7/5, FOR A=S� �P8000rUM R5 00AXTE rNCM THE PX;D� RAM SWD I, IAN,- 114*0 tF TAP-W ANCHM, AS MANUFACTURM &Y TRU-FASr CORPORATION (r..300 P'") wam (b) CDWRACTOIR TO K ANVOMU FOR THE SELECTION, PVR01A$E AND INSIALIATION IWLAAMK WE SAFETY Of THIS PRM= Sa W. 10. 2W/10, 3W/10, 4W/10, 6/5 A. 1) Mft- - OF TAPCON MCHM INTO PMU O)NCRETE SHALL BE 1 3/4, 2- FOR PANELAMTE MmE .1W PXV, =%%&LX)9S *0!B9=TV F CONDITIONS OETAKED ON THM 000VA00 4-f-i 1/14 2/t4 sw/10. sw/l I & 7W/I I "S'j 4! Q AM PANEMACTE PLL% AND 1 1/4' RM OF TAP-QVP ANCHORS 'ONS" W- A*r 7W --ANCHM- FOR CONCRETE SEE SCHEMU ON SHEETS 9 & S­-----------------­: SAFE" 4-1 + A.2) CAIX-IN & S%0-90 M04M W F-:=. FOR NOO SEE SECTIONS ON SHEETS 10 1 ALLSE EA&SETtow Ile INTO THE POASM) CONCRETE NO EMBEONENT INTO (c) INS PIMUCT 04010104 DOCUMENT ftL BE CONSIDERED, MAW IF MODWIED I 277tr . W1 0111 STUCCO SHALL BE PERIOrM TX 0-20 SCREWS USED WALL BE I 11r LONG "IMUM SIMLD STU= OW. XS' I 1 0 it I/e W I' WNUM MR WALLS WTM No STIACCO. AW MAY BE HE�xotoi %1"S OR ALL TWWAOM WMEws w/o i;W, �d) SITE SRIWIC RROJECM SiALL BE PRLPARIM Of A FLORIDA REGISTERED DONCER OR ARCHITECT *110I WtLL BECOME TRE REQUILAK SINIA PANELS.@ &.1LEYATION AWH 014 HIM EMNEER Or RECORD MOA) FOR THE PR=Cr AM 010 WILL BE MWORStBLE FOR ISE LJL 11'�r `kaw PROPER USE, OF THE F.E.0, ENOINEW OF RSQM. ACTINO AS A OELECATO EWNEER TO If& to CARCS CARO I'M. 431 IN CASE THAT PRECAST SIONE. PRECAST CONCRETE PANEIS. PAVDM STUCCO irM V CO K r 04 14t PX-P ENGINEER SHALL SIANV TO THIS LATTER INC SITE SPECM OPAWOM fOR REVIEW A OUSTING WAU OR FLOCK ANCAORS SiALL BE LOW VWGH TO AEACN 7HE M4N SIRLICTURE BEIM SUM PANELS, ANCHORAGE SHALL EM AS MEN'TOMM 00 XI) ANO IN A,2), to) TIM SKKL BEAR THE, = OR04AL rO4,, AW StONATtft OF TOE PAQFE$MW� MNEWOF ROOM TW ly� ICEY N= WMER 14 SWJW M"AACTURERS LABEL SHALL BE, LOWM ON A KAOILY %rMX LOCATION AT $TqW "r ma Am (9 aze.= TRWX am MUD 247* 4/4" It". BAR ;/4' 0 TAPCCA1 WHOft AS MAPAIFACTURED BY I I, W� SIALCM INC� PAREL WWM IN AOCOROANICC WH SECTOR 1700,IJ OF FLORIDA WILOING CDOE, ONE LABEL /4, 0 A 7/4- 00-IN M04M. AS MANUFAMM W WWAX OC, (MIN, F`�lbw pal) FOR VMW OPMRO, LASEL04 10 O0MkY "H SECTION 170.9.2 OF TNE ODS woo Xn �t WUM MOORS, 4 IIST"M BY #At Pogo SCFW SOLT * SPECIALTY CC), Com. �W IRS CRAWM SHALL ONLY Be U80 -to - #711-10 PAWLMATE FGAME 0 AM PANMMATr PLUS MOONS. AS WMFXW= BY ELCO M%ftmo. V. IV tow z z PRODUCTS (MIN, r-2071 P�* 4.) %jotOM14" WNW PERM AWA I IN TK M-2� �n P:W�-,-NA sr AP - /4* 0 CF W-CRIP ANCOM. AS MNNVrACTijREO BY TRU-FASI CORPORATION 1/4' D-I) QMW EMBEDMENT CW WCON ANCHORS. aW PANIUMIES CF TAP-C" ANCHOR FLORIDA 81JILDING CODE-gogh vstdtf Zma) (fugh vatftity K 81.0" QW 0 Vt-Uh, Mgm— ZARf) FLORIDA BUILDING CODE Ifth V*W.!� No canit Zon HALL BE A 1/0. .404) ILTM W- -J, I . * A�) I - Z f W 44167 FLORIDA SUILONO COOE (fth MAX. G. 20 "K 09YANZED SM ST011M PAREL IMAO 1004L 910110F 02026 wate. w- rio W= ram M. rp. Cgx-tN It SQUO-Ser ANCHM *VyU BE EMSEDUED 7/4 Km THE CONCRETE BLOW tw� No 167 z k 20 OW ULVANIND SM SMRM Pga &TO SIVCCO SHIA4 W MQUITM, 1/4* 0-20 SCRE" USED SHAU. SE I IX LOW, JANSAA1 OD -JIM6 WINS up 20 OW GALVARM SM 3MMI PMEL 44101 OW" W� I owm *1 DUST. AND I U"NLW MR WALS VATH NO SIn)CC* ION A-M-** gf= TE a0RAL PROTEMON PROM)CIS, U.C. N QM& PROTECUON PROM= UC. 0A* TAlt 11LIECOsme. .0 ?4� oft ALIAM fT —3—F. —C-0-11 —. 4M AM III STRW GLN& M7ECTW MWICIS, U.C, icy A Awwwo.Y. M "No MIT W/W 20-176 OR] na� (W)W-Ma, rAm (04 Ism 20-176 ALUMINUM AN= wwww "SHM Al ADM"" ......... )MW- ov"a ". L�l N M 2 01117 2MM11, PX WWI or" 1', 1 F I N too ZA UNA k, our 2 Cr a WALL W%,I;t INFINTIP1 =0 BU= Mff Will! Aln3mm nUILA 01 moutmHo WMR-41 F-D. 2T S=ON sta" a & 9) Im � 213000 & TCW & BOTTOM MWO)WS CM SE =00.1201.1 Mrr WAY TO W(f MY 10017IMS POURED COMMIE OR --" = OLM 01 A .0w =A- 0 wavim— I Ve -a) rw— fp­-r-7, vasvia- MAMT a.* ha UPIAHM (SEE SCMULIE, ON 1 70-0 "IS ftAlf) SKM a & In SCALE 3/16.1- 5 1 CA§ AW 20 U9 W901M M STOW PMEL 2 176 INNIIANIN I* if 5= SON OF 17, MAX %AX t i 1--p"Cart; mown su"M *IjT 0. SCRED" OK SR , --AR� OR BLOCK 10040111011 lt*MNO sow SCALE W., 7r, WIN COKFETE MICHIM rm SCHEDIA1. 04 vw 0) OR SC" 3/1841. ED. - EM DISTANCE N= FOR WIM90N ( � SCHEDULE ON TOP & SOMM MOUNTINGS CAN BE SEE SHEET 9) COWITIM 4N ANY WAY TO SUn` ANY I 94STALLAMON. X.Iaft M J I i � - LI 1­[111, r T T F L!� 7 OF `L* MR CONCAVE MZXXV� 9-.­.­- FOR WOOD SEE VAL" SM ELEYADQN 1/4' SAP 2.67, c0WQ= ANcHONS $ VIA" ON 1/4, MAx. off RI'm .g 6 if Cn CD 12 0 Cn (D C: 0 r) C/) ICU U.1 z a_ SHEET NO. SH 1,0� Mr 11 3 0 c� 10.w" Suyal". Oa 1/4 -1 wg= utialaw -4hwtitur &I) MA9. Wum 40000" AN. > *--r To -V-r r. 0. Ile 2� W-W 10 IF-Icv� rr *. 1' '. IiZ-- 3,*. W-Iw to 9,-Ir r . o' ic I/Ir VALFOR tS4 PRESSINX PA'"NO 0mvem XWKWAnm J WWA/0-t' wa muum CAN AM at viswo W/6 Sim P"ts ON TOP Mj== 1,71"'AMATISP ANNOPR4 mmm OF OPOM 0 z iW-41FATW I MAXIMUM A.S.D. OMIGN PRESSMAM91 (".to) AND G08fJEQNW MAXIMUM ML UMM = WHEDULE 6" ONLY M A(5 0WALMIAM As m amm I WNW 10, ON 4. 6 * 6) -WW "O= -.I-. U.- m. r"', ipm .10A, -mo Ir-ir on Lm I W UNIKIM I Tim 0 6 7 -WA -72.4 �71-v To W-r me, r V*- mew7m I Tim 0 *16A -'Mo >W-e To I1*-r &1- 2 Ilr +434 -41LO 127-41 OR ws s 1/e a� 0 70 MA" 'WMW/ 2M" AVOW# "W it 4WILDIM OF RAMIL MESS= HAIN AND GQRR QINQ [mum "NOR =N0 MHEDULE EN RfA as a) & Q in [I n6le S'mumm COAX MY FM PANICLSO& 9 WWAUATM As PM smmvks I TAW 7, ON IIHEM 4 Hs A-u =;= = ;"R m - 3 "-/r - DES" zwmk ar VW-WP PANDAMM FININLE 0 ph'"Imilt Kw 160 =Mo, mosim 10 CWKWE coeRm 1 10 now (0*9 mm To TO ammix --z- 10 0ONCREM W&W To wow -%L6v m CONCRM amlic"m am or 'nald r */A N/A NIA W WA r WA 1. Am r v K/A KA e r 0, r Ir I WA NA NIA w WA r N/A Ir if WA WIL W/A e Al/A V, WA Ir It/A I *I" WA WA "At #I Ir "/A 6, 4 Mn 11-41 on uss v W11 N/A r Ar N/A WA WA r MIA WA W. N/A r -4r Ir 4 dk 1 POTMAI N/A A^ - o. 1/,v T� Ile, 641,0 4 T/e 0 Ile 6 1,W 0 1/*- 2M.WM 14k it FOR A14COM M a WACM MR IWOWAnWO WM WOW WAME WWW W4W *tW VACNO " WOMAN OW MWAMX AK WWW 01 INN 1AWW" M M 10*01" By 1W 11434AM ON 3011DIAX W= Alelift WACM or AKUM= 20,001100 0 mi 3w fminwa mcm m INS 01,9110" w or PO$Swt tmm File" SPOW W W LM INAW WON MM 00"10 M 0W AWNM TOE AT NKWM LCKI& _1141A '* 314'. 1 lIP41 I ja 1/4, t/A4W U;Gi_ W�Wj ILI! &,/2 vp fLORIDA WILDING CODE ftht VIA [Oct* Zone) -*/a 3 4 x I -cone AWL LIL Pw mmmp 1g, f NO 67 x cam umn m 20 GAGE GALVANIZED STEEL STOW PAMs GLOBAL RORCWN ROPM LM I 4XXI &W. 51 STW 14, ZA 7 ftVNAC In. 3214 WE.N I" MOM 4"4)w?a4L M (04)8-"-Wp 20-176 =L SHEET NO. SH 1.1 cvAuD oxy FOR PANas o& 0 mT&LAwNs As PER smnow I TNRu io. ON swm 4, s * III cvAuD oxy FOR PANas o& 0 mT&LAwNs As PER smnow I TNRu io. ON swm 4, s * III IM)NIAM ANONIJAS SPACM FW LIX - 3 11r A.&D. DES" vpm OF IAP-W CQx-w PANIMMATE rtk6U ID PANELMATI: PLUS Sam SET IPPLIOWE TO SOCTM I & W113" PANEL PRESSINtE RKrm ("J.) 70 C06MM 'm WROM am TO C=RM TO CONCRM 04" TO CW� To 1XIMCRIM &= M CDN� To MOCUM BUICK TO CWCRM To WCRETE 01,WX rO 10MMn TO CINOWTE at= AN" commiArm OF Tmw LDIM *v 00 or NIA N/A NIA 11 M/A B, N/A r fi/A WA N/A I (top) 4r 4 W/A N/A S. e r Ir r WA N/A I (BOTTOM) N/A W/A N/A N/A X/A N/A NIA 2 crop) VA NJA N/A Ir N/A 5' N/A N/4 04A N/A 2 (sonom) 1.55.5, --ixo 6. NIA NIA MIA or M/A 61 W/A 8. NAIL N/A 14/04 3 & 4 (TOP) tr-V TO 9-W OR LOSS W/A N/A r 51 6. 11 a, NtA W/A 3 (BOTTOM) N/A O/A N/A e N/A w N/A 0. NIA N/A N/A 7 (TOP) or -V N/A N/A 6- or w 1. a 61 M/A N/A 4 & 7 (BOTTOM) 14/A N/A 12 1/2' 6 1/4- 12 1/2- 6 1/4- 0 1/4- 6 I/e 6 Ile N/A MIA 5 tW/WrrOM) +150.0, -63.3 141A N/A 12 1/2' 6 1/4' 12 1/2- 6 1/4' 5 1/4- 6 1/4- a 1/4. 6 1/4- N/A. 6 CrOP/WTOM) Xr-W TO 11--2- :55.0-72�0 W/A N/A 6 114- W/A a 114- NIA a 1/4- 6 I/e 6 1/4- 6 11r N/A N/A 5 (TOP/130TTOU) W--r TO W-21 MIA N/A N/A N/A N/A N/A N/A N/A a 1/4, a 1/4* 6 1/4' 1 6 1/4' a. S. 10 (tOP) +43A -4aLO. r 41 N/A N/A N/A IN/A A./A II/A 6 6 1/4' JI 1 ON LESS r N/A NIA N/A WA W/A N/A fi- 6* 10 Ilir 0 1/4' 1 9 (BOTTOM) -41 OR Lm N/,A I A 0/, NIA t I N/A I A/A I N/A I N/A I N/A 0 i/4' 6 1/4- I I 6 1/ - Ile i to (BOTTOM) i I SM 04M 10. 11 AND It FW ANCHIWI$�,IYW AC SRZ" FOR INSMIAMS #40 WOW FRANK PARMIL 140110101 ANCWR WMINKIS AIJ0 WOW WU OWMW AW WOMM ON THIS WMUIL MR EU MS it" Imuma) ON WMAX Juma ANCHM ViNom Wr "Wulho W11cm M" ON ScHma By W MUMM FACTM FOR TWS OPMW TO BE POSSMILL RWWW SA41*4 OFIAMO AIM WM -Nm BE me *m wa#* ww:w 00mm To ow micm WK At MOM umm. Awam I= 1/4-1 11410 1/+*. mrom _L/Ve_ bft WAN a0moic, 04 3 3 3 2 in 3 -.. W-w tko 3 3 j 3 1 3"1 shA 00 a 3 1 1/2 3 1/2 4 a '/I 3 1jr c- cn > 2 c- 0- 0 0 L- CL U) =3 -0 0 CIO 0 - cu cn 0 0 CIO C= 0 0 An cn -0 a) cn E " ca "0 cu .0 40 s; -1-0 co ca. IN51A=ON QUAILS EQR REQUL" PANELS(b & 6A 1/e Ia. . "'tM *RW INSTALLATION DEIAU EQR MULA f!ANELSCj) INSTALLATION DEIM.S FOR REGULAR PANELScp & INTO EXISTING W-Q!212 SIRUMBES 1/410-aw is, " a 4 11pr.w.14 INTO EXISTING-N.MD- STRLICTURES INTO EXIONG WOOD STRUCTURES P01% umm W To Jr-w No s 1/4, 04, I" ON" w 10 W-W *- at III-" --A- C= 0. t WIN 0, " = k. -44-10 PANaMATE PUJS _L1 4�10 PMUNWITE PLM OWS 7/8- N$Wft w pw vvvlwm am TO PorimATON 0000 WAUR Very, FLA A lip CID We sm 0 Wir *IA-ac A 0 --im I 1 ONEWS"41, I I x i 4 lyr at W= HEADER CU REWRED _0 WWI= C-4 ON CL. MR Ift SWARPITION fQ% 10, WMA"M TO 1w IT - P41111 LEM" LEAKTH W" 2-W M" PAWL UWH fj HE 1) WAUJIM - ALTMAM& I/Wo rA'.M WJT IM RAW Knee- SIX ON w1a, V OLAM m"m No or v OF "v cl., m MR MOUNTING Ea N - ALUMOM A* 1%, SO r co (SEW" AT TOP IS LIMITED TV +,%A-67.0 M", Saw, 1/4* 1* Vk to e4w sm 0 0 is yr *.C, A.S.O. DESIGN PRESSURE WOO) i----A SC" 114' SC"' 1/4' - I* L-L4, U), -zAr LOW OR40 OkSKM 4 J t/e# IJG scftl*s Lit UXVM Lp 'v 4 10le 1�� File Ummm UP 10 Ir-r m- -.4- WWD !!L a it 0 muwu.- 2 AN 14-10 PAMMMATIE PLUS 210* wm w wwommwo POWMKIKIN AT %WUWE KM * 12r Tlr M WM I I V ". twx 3w ALTERHATNE I pi"Em 0 or PtAir &mw i"I waym of MATE SON 3/8-1' Lm" UP 10 T-r a - DIRECT k AT 100WOM OF PAM OWN NOWAM MEW 001 W81 M99 INSTALLATION MIT 1 Viumat IBM= Nm SNVW MR am" DIRECI MOM Z ALLATI DIRECT hmmt u NG INVAUAMS ins WAWN .. INIff S�Wxz 1. 619019 69��, ZK Ahzi� 9w AL1ERNb=.1UW /291. sw 310.1 1. thIST41AMONS MR ALItRNATM OW, 9W & IOW ONLY VAUD FOR jill"I IWILDIWS WITH &SX, OEWN LOADS UP TO +43.8, -480 pmJ� AND 1. INSTALLATIONS ARE ONLY VALID FOR SUIU)INGS WITH XS,O, DESIGN LOAD$ ......... 12 A 1. ANSTAIJAMNS ARE ONLY VALID FOR BUILDINCS WITH AS�D. DESIGN UDAM 2. r0RPNSW= Up 70 C UP TO +65.5, -72.q r . . . dN .;1. TA1,1XD PA I%M UP TO FRAME, NSTRUCriON WOOD MEMBERS TO BE SOU11'"ERN IS , TAD:E�g, e" I mu no zorooll UP 10 +5", -7ZO PSF AND PANEL'S LV#M UP 10 W-C G CODE LIM w PINE NO. 2. W1 RIGA BUILDING CODE (fth Valopffy Hu one zons)f I MR NEW WOW FRAME E" To 1�11;.UTHERN IDA BUILDIK CODE (High Volac"y DA BUILDIN 100Y Nor icans, Zone) SPECIFIC DENSITY OF 0.55 OR EIDUAL 2� W/ SPECIFIC- DENSITY OF 0,55 OR EQUAL it= mum W- 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD mwam'm or SOUTHERN I - I' " No. F416�7*1 20 WE GALVANIZED STEEL STORM PANEL Fill, jv * tit, AV to, PINE NO. WAIN Irv� NNE NO. Z W/ SPECIFIC OU41Y OF 0.65 OR EOUAL 20 GAGE GALVANIZED STEEL STORM PANEL 11m, 20 GAGE GALVANIZED STEEL STORM PANEL III= FOR MUBINAMM NO. N= FOR QQMRW= AE TOP a BOTTOM MOUNIINGS CAN K GLOUL PROTEaM SM MR CQMMMM 2E SEn GLOWL ROUD" mal 11LIEC a INC. 41110 SM. 61 WAW INSTALiATION. 11LIEC -011ma, GLOB& MT"WW Wsm MOUCTS� LLC' mmm uc. " Pmmas, Uc 51 ww COMMED IN ANY WAY TO SUIT ANY A04 TOP BOTTOM M UNTINGS Ow BE =I- t�vj*2� lw)� 20-176 20-176 TOP & BOTTOM WOUNTINGS CAN BE tNeNC OiiZ COMBINED IN ANY WAY TO SUIT ANY FAX; 059609-WW 2G-176 t� W COMBINED IN ANY WAY TO SUrr ANY A1164p= J& 1NsAALLATN:iN. bPAMW ft i - i mvmm w Ia Will WALLATION, i F1!9 i i S"Wit w 26 is t I . I I z z w mi Milk I s /-411 r-4x- 4/A 3/4 ON 4/4 1. 2� I N115 INSIALLATION DEML3 EQft OPTION & 1 EQR UFE SAFETY SIQRM PANEL SMEM 1 LOCATION (8 -1 1 r*1A 2/4* 2' 2 & IW/15 jj2�,� AT W poa� AT CNO PRIM - I - 4 t"Am ot INTO EXISTIN9 W-00n SJR!ICTURES Zr Q. Cj cn A, STUDS do rv?Y "&dm ki V V. W/ 11111111 1 11 11H III -2 Ir I I i 11 (3) 0 0 j=Lj1- (in* -17 1.1 1 .1 1 OR U) OR on"Oo PANa \- PANEI` /40 SM PAIIIII \-Be P94M OR Diftmow mvzm $pAQW ONONOR AIM 1 4 11 > INSIEWAlft U TO Zkf=L" ��QN (APELLICANLE _IQ WAILPW" C) :0 WAILS 1/14 ALTERNMIME I ALTIRNATWE I CL 2/14) MAXIMUM A.S.D. DESIGN MSSURE, RONG (p.sf. MAXWO A.S.D. DEMON PREME RAMNO (pAs.f.) ANI LQ w4WE 9 i - VAW QWQ MAXIMUM G SCH90 LF AI FOR JWIMJW PANEL LENGTH = MUM= v mr. 7 MERL"" &&Y It Smmm I It 2 glre= EX 9M LIMA 2/4. 2VA. 3/4 4/4 +1' T1. WAS INSTALIATIONS 114TO CONCREEE A rQNCRM BLOCK STRUCTURES �W/15 cn I - Wdip Imi ON SNW 34 MAN. tOCATM OF WE M "M 190-OW) SEPARAT" 1 -01. W/O R.ULAR =OR SAFM PAKU ---J hh)MINAM ASa MSA XA/e I TIOM OF CIA" NINSAW FOWt ID OEM 10 SM"" f EO' ."m As PINIZURE 70 M TO M im &J1OAr.= CONCRIEW ALWAVS 9 SHIA" AN1.0 f-fa am ALM To ME or im SM SM III MR ANCNM M It W*WQ FW 001AMMIel KM FWA4 K*Dft OR OPTION 1#1 FOR �JEE �6F SMRM it PWAUAW1 1 1404" =W0 7 2 ED 70 �AX 0% WMCW N/A WA N/A r I NIA Ir 0/0%, r N/A I V - _. I 70 REMOM FROM WIPC 31-01 09 LESS PANEL (1) & 9A OF vrRucrim osm, -7u -9 1� r v e 91 r 9 a I 10M ELEVATLON X/A N/A N/A Ir N/A WA '11 1 ! 2 2n 5,_r To �_r T- IJ =02r 0 $ME -72X ---, L- 1. ir 7 Ilr 111 9' It* ir 1 lawromi PA -C -VA- _6 V 00-1) 1 WA, w N/A 1 2 cu /4- v- aw uft -790 */A MIA I-OR961- TV a,- (I - NOTES ce IT. 1. -7-1 LURN91VE 3 E 4 f- UFE SAFETY STORM PAM CAN BE LOWM AS AN END PMEL MW OR LAST ".An) R" 14 3 IIA 3 11% 4 A AMON OR AS M INITIONOR ot" Ulf WN W". 02110--wT, "MMMKICICAWRAIL"A" azmf 010-1. wozz i �1 4DWZ . . . . . . . . vv ime""Rm r al W/ 1 1/2, W OR W10 REGULAR TRACKS.) w Poo" OR CIO Mz W/ J- 119=10V * e It ON m -T Mkvw MKf 0 OR ALTEEMME WOOD FRAME QQN01TIONS ANCHOR LOCATION 9 UFF ��SMZ PANEL CONSISTS OF 0.039' 2&VAWW STEEL STORM PANEL AS SEGBON 9-6 1/4 S�IEV 2 Of DRWM. AM MW 00 LENOTH C. = w-, schly- W. 11, I paw"I'm 10 TISW TO BE RDAOVED OR INSIX110 FROM THE INSIDE OF SCALE 3/31 -1 Agin tt-tj 1 OF THEM To TIQ/, THIS PANE gifts' 3., W. m STRUMURL 449.2 -6" 3- ......... *am 911117m TRAM Nm Well MR CtAmy 31 A 1/2' 4 11Y 2 (BOTTOM) 7--o' OR I"$ BE +ma -65.0 1. 3" 4' 41, 2 (BOTROM) 'r-a' OR LESS /2. 4. " t ALTERNAME I C 3 i1r 2 (WTOM) r-V OR aF No. 44167 OWO.ENA L - -Ppe, J. LIFE S*W PANILL REOUIRES TOP TRACK TO BE COMPCINW (D SOTTOM TRACK TO /OKI� 17ilt,�,�-K: . %;,. T1 WALL MOUNTING INSIALLA310 Lu OR nwR MOLWFED FOLLONING SECTIONS I a +WO -7ZO 2 ON IM AS WM AS DETAMS I J, 2 ON VM 14. =724 1!/2' 2 (BOTTOM) >7'-S* TO W-WI I RA FLORIDA BUILDING CODE (Wgh VoIcefly HurrIcane Zone) 4. Mh UENGTH FOR COMfvKAz=5,. SUILDWO CODE (high Volodity Hu no z*"a) LL 72, X/A >7'-r TO FLORIDA BUILDING CODE (Ifth Velocity jwfwu 0 zolkaji A97 - W- FR. 2 (8 go= 1139M W- 20 CAM O&VAMW STEEL STORM PANEL & "Imm w- MW ANCHOR SPA04 FOR 9DANCHORAGE AT BOTTOM IS GWI�N 00 z L--O - WW 14, 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAK GALVANIZED STEEL STORW PANEL r.A111 BE PVtMAAW 09 PMAOVAKL -k- m0m Art, OF MIAMIN ft. 1� wsviumm Amm wAmm wu*m w N, Lacs up To 1; claw IL ECOme. LUC$ tr Ia - GLOBAL PROTEMON MOUCTS, LLC. 101z, 7. - 4W S.W. 61 6"W a r �&O. / I LT, K -co A �1- %.-% � Oft & SM =#4$ MR WAUA"w wo W= FRAMC BUILDMS ON SHIMT is, ILIEC ROMnON RODUCTS. LLM ML 1INTEMN ROWM +554� -724 W LOWY" 0 TO 0 am $.*. !!I=V , . 5 2., File, WIN ;z -*, r,%� LI: , , 1-�\ 0, SM $8W 4 FOR MAIL 0PV0AkE TV THE WWI!SWM FOR INIE OWAUATION OF j!rA:rjj -176 am FL 3DI4 MINE ft. 1"Woo/ mio�.r or-Musr To IE 10"T"O" I ANY "W"e3w 20-176 I'm wIpmr- PIANO, NSOW-7$4x fA* at.E. WW.4. 1 < SPACM AT W"S INSTALM ADJAOW AND OMNO TO WUMO/110011 Woft, 20 20-176 p"aft (064)Wo-IUS� Fft OU)NO-OW 1, Z--IiAi A ift avow w, OWAM Aw, mvmw kk� pX 944� Al , I - I - M 44­1 j I I ITT T MAMMUM, XSID. OMN PRESSURE, Max, PANEL ILENM MINIMUM SEPARATION PANEL, PATING (pAiit) (sm se"No'o TO 2ws CONDITION +65�0, -72.0 V-a, 2 3/4' UNSIXTED 99MEMENTS FOR SERIES 2000 4 1,000 E-Z HA G, STORM PANELS li Vag vi W > t IN, 2ADO' 2LEbi zo xr ",w GFVX ISO mwmw 0-0 45.F 2,470' JjEVi "bo Be& 0) t I 2=0 M If! FIRNA;NAL Do IJP'O/ "Emmeorm OCT.$) --------- PANgL owro I 1/V WDE awl -re Akan. xkm A, 4m Ow (TY0 W 44167' A- w1ii Hu"i zonal IATE OF a ow ravAmm SNEL STORM RAW FX WA*,kYU mnmvw PRODum ut (2) R= =2 BAR IL �sc 0 11, Low 600-73, OVUM. ALUM FIE. unAwommi Om m". 28= mg -A I m om wCRm C VIM JOSIALLOON, MAIL$ EQR Qe OR LJFE SAF mim r1NQ tm wow I WADER U­ 10� me owmi PARM ot 41ow 10) %Li A itur tf WASWR 0 Few mevomi % '1� PAWILWE *a 1/4 it 7, E" Mai if -Igg vir t jj� LJ moth �AIIQUMMG MINE INSW ;k� PQ IDA 01194M CODE (High, Velocity Al 4416 40 "M WANIZED ML SIM ?AWL 1. WAILAT" W MY WA FOR 4=0114 W "0, ZVRG1i UP 10 +MS. -724 W AND PANELS LOM W V li GLOIBIAL PWM" MIMI% /Ttatcow-_\ 2. FOR NEW WOOD TO III WVINERN 4ft 61 SIANT M 301+ NO, ;t, W/ * 11 i 20-1-701 tii 11"i'"i '"'i MAi si a Ora -CHARCERN a will 0a. 40 9 v N DETAILS FOR 01IFTION, #2 EQR.lj EL S=M I Tp EXISTIN MOM QR M LiMmmW TAPOOK ANDIM M`Ri OR cogi YOU Rmum __G �`M TV EW% %VA w 0 OV040 tt J 1, 14-11" PANaMM . 3/32 Aii Vow Xt. 0 ji Of 61 L-:Mu=, gi wme: SCALE 3/r-l" s— mi sms IT ARii '7MW A-21 'lip it SEESPAOM AND o"i sifitio w 3 -3 IM OWNIME AM 0001ft 3 3 s JI10.44167 "1 00 2 FLORIDA BUwNQi,C00Efthvo1i ouncrAnii j=v iI F.P. omm 20 WE skywi Mm STOW We ow zi a ...... mi PROTEON PRODUMS, Uc. hAr-11100. i -____!_en__ --7-1 - 11LIFECO, lif RE F�ZNiAC A!Z GM14 mm YAIM E=Z Hum mm PAU 2=11 I, E-Z M'SHMN PIRODUCT ]EVALUATION, DOW" [P.M) HAS SEEN VMFED FOR COMPLANVE IN m at) MINIMUM VMPMMt OF TOWN MCIi NO AN&LUATE PENALE 10 * PAIMNAYE'RIJA M VONEREFE A==X= 2020 (?tD%;ZN) OF THE noffloi WILDINS-Com- V=X W41 SE 1 1/4'� 'DESIGN WtN* UDAZ SHAIL RE M 620 OF 1W Ai MENTIONED CODE, FOR A, IM SPEED AS FOR A ZftVnMWJIY FACTOR 0-i Osm A= 7-10 AM ME, muM.WW10 Ai MUM 2 7 "V0k=A= Wf0i RE IS 7/0' Wfq COPERM 0 mfli OMM PRM%M RATM VMAUD ON 94EM a, IN, Z6, USED "LL RE LONG amout(wULD MY ritim MaRRAL 0i To IN ORDER TO VEWY INE ARM C0400"L UVIIIAM OMU'VIND LOADS OMNINNED PER ASM 7-18 =A^RM VO6 INCIM TO M JU SHEM 2s & ls� M PANELS RE FOUND ON M EXMM WALL, fWA= Ugrei . STRUCTUPE SENAZi PANELS, ANCRORAW IRIN-11 m AS VIENnomm 111 4.11 An 04 4-2), IN ORDER TO VRFy TAV� COMPONOM AND ANOWS ON rO i A$. IMM M�k NOT 04R SEA11CM, A = NCRi IN ALLA"INLE MM rORRi WADS WAS AM USED 44 THOR ANki MTENERS SPACING 10. WOW Kiii OCITRARM IN ACCOADAW WON 112015. (C) A INSTALLED FCLUMM ALL OF THE RZOOMMOVAT!" AND SIftFIC"m OF Im. MICRON'$ =ACMIW SIOW FAi ADV*UACY FOR IMPACT AND F0i RESMANCE 90 WXt VEROID IN ACCORDANCE %M SECTION 1624 OV ;L=UW=!4D CODE A$ PER FVMMT04 TEi 00ORAYORY RIE, JRVM III 9032.Ai PROTOCOLVIAi .0 ti- If $KAU im Imit RESPONSWIly OF Illic CONTRAICIOR TO ATTACKED TZ #15M PROM ANCROAAM THIS BEEN MIGNED 70 BE INSTAL 21 " swu ms LED ON M OUTW OF IM OPM" ACCWAIG 114E bPEMNQ FMM THE 0 INSN* FROM ZOO= OF A IMOM OR LIFT, INS APPUCA11ON 4 VAUD iii 0WALLATION S KIENDED m RE PERFORMED suot"L 1Z YK 06TA14LAVON CONTRACTOR fsTO SEW /CAULK ALL o"Itim commom tDocs woom ReAw IN wwwws CONTACT WTIIJ THE 11thi TO PREVENT WIND/RNIN INTRUSION, DAUM AND WA,'SHVM IRACti ALL AROUND FULL I $MIES 100 OWAUAT04 6 APPLICABLE 10 Ifti AND 00i Mi STYLE RNOM " ifWALLAtION is REqUM 10 SE P"PORME0 FROM IK INSIDE or "Umi ui 13, STMPAKEL RWAUATION 9011 COMPLY ii SKCS WINWED III 111ii DRAINING I= ANY WWWO AND 201 RIEDULAVIONS PIRCIIDED BY THE JUNIMMON *fERE P~ IS W= To 4. SERIES 2000 0WALLA70 IS APPLICABLE TO SINGIA AMP COUSLt Ki MC, t4DAZIfOM Si WYLE Wwwn Wmw RIVNILAMN IS MUVC Ta BE PERFORVEC FROM 14E*WE OF SIXfOrmE, 14� ATRIUM WINEIM AND DOM, W. 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SOLM V BE 41V A-307,G&VANIZED STREL, 04 AAf 304 IIERIS IRAIIi VVEL; 111 39 *0 JUNIMUO Yi VRENCTIL MOCF Ite ENGINEER OF ROMWI&J0 FOR TK PROAa AND ii VILL Rt WPtN%RLE FOR YM MOM !K, P.E.D.,ENGNEER OF ' AS 10, ANOMM 10 VA41 SHALL BE 03 FOLICin, Ai A DELEWEI) RMEER tO 114F, Pi 90NUR, WjAi SLOW RD It" kATfP'W %T SPIECIFIC bROINOS FOR RCM (A) X opappa eww raw=. ft) IM Pii SftL KAR THE VA' X AND ORIDINAL SE4L NO VOMnW OF 1W PAIDYM104k ENGINEER Or I AS MAKWACNIRED RY 11R. BIALDM 44� i fir-i i MCORO THAT Pli it, 1/11�:*.Ym/ ANCi AA MANVI'XIii IRY UMT -114 -TO VANVi FOW MIN" NVARX110" PRODUCTS ,UE W & PANDLIWIR MUS ANCfDli AS la STOW FARM MmUfAi LAM SMIL,ft LOCATIPO ON A WARILY VrAM4 LOCAADN AT VORM PANEL ACCORDANCE W11" stcTION 17011.0,3 OF FLORIDA KWING CObr- ONE IABUL *WA, BE KAM MR EVERY W00111 (ro-iii #414 LAMM TO, COMPLY WITH SECTJW 174W�R,2 or M* FLORRIA SUILM CODE, Xi) WNMW UMMENT OF 1APCQk Mi INIC, POUND) CONORM Si SE 1 3/111 2- FCIR PANIZIMATE Fuwx to & FmVmAlE PLUS, AJI) VUM 4'0 X 8 00-114 ANCHM SKU RE 19 71jr IWO, CQkCREi Itaii i P" FIR= _;/47 Ii SA SID01i Bi USED VIALL BE LOND EWUD144VMLD AW RNIRN 94TOW EXIIii To Vi 31,11 AJ) IN CASE TMAT PRECASt 9191 MEOW CONCRIM PAWA OR PAYM K FOUND ON TW V=W, Yi CA I'liti0k MOM SWL VE LOW. ENDLON 10 REACH IHIE LAW MUMW 1104IND SUCH FANi ANCHORAW iRIALL se,ts monvo N Ai) 04 m)� EN; AND % NO-44167 1/4' 0 TAPONAMCNO" AS IIANUCA&URED by 11, VALOOL INC FLORIDA Sul LOING CODE (NIgh Wooly 1/4i, 0 X, 7/9' mix-i" mcm6ft As MAWFA&4*0 gy DEINALT INC. 0ii PA31) it 4-ID PANELMME FEIMUE M 01INDVANVi PLUS AN0101i UOLIFAVUAW sy CONSMUCTION I M_Avo 20 OW GALVA)i $Mt VORII FAJi PRi Vi'm -20,11 ip�*-JJ � 0N.i. jaw—"— BAK MRM e 4 Vw Z* 4 0-4 Y) 04 —.0 jai, To 0-dr, ON v OR ZZ "I wity avow omw OR IQ rmo ii I oft LL T Do io emo 0 !Film WK \0 coin J11i mm mmm Ian 04, 21101 All, ARM, B -01IT UILQ LIT -I, lit =11W, IRE[ "3114� sm womwipois Ai 1060 1*r_ woo NO. 441$7 DA OUILINK CODE (fth Vi Hurricane Zorj LIM STATE OF PC, 24 GAM ULVANM STE" STOIN PANIEL Vk PKITEMN PRO= OLOM $CA M­ tlV YOU 4M fLILS mom IRi 20-176 woma a) > 2 a) a) C:L C:)- 0 0 a) _1_4 cn cn 0 0 0- 0 a) 5g: 0 0 = M LL A,_ 0 > 0-0 cn J=_ a) In E L_ i co 2 0- CU -0 c= — a C/) 7uu C= Ciiiii. cz (a Ci Do CD CD u DO im >, X, E U) (3) -*--a U) 0 CL CL 0 c: =3 -0 cu 0 (3) C/) m w z SHEET NO. 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A101500, W- gig mw A P, 2, MR NEW WOOD fRWE CONSTRUCTION: WOOD 20-175 TO BE SOUTHERN FINE No 2, W/ SPECIM M048M mwm " DENS" or M55 r ON EOLAL al logo 6 w so W,M 04 INS PRODUCT COLLATION DOCUMENT ti-ZM) W BEV( VMED FUR 0DMPU0= IN ADCORD'"c AS MANWAMURED F( AXW� eMIL9M INC, WITH THE 2020 (7t) W"OFM 01001A MALOON COM IM SIDON, PANEL VKL KW RE INVALLED AT WM J14-10 PANELMAIS FEMALE 0 AND -PAKOAtAlt PLUS AWAORS, AS MANUVACTLIRW Rf EILOO PROOLICTS VE1,00" HAPIRtIME ZONES (MON-DAM I SROWAtO COUNTIES). 1/4'0 (AF SCREWS PON FLD,$. DMON WIND LQ" IRML K DETERMINED AS PER $00TION J604 OF INK ASONX MENTIONED COM, FOR A SWC W" '111ro � 51V "OD WWNC� 0 OSTRWED BY ALL POW sC", BOLT & SPECIALTY cm WBBO AS RED(MAED BY THE 4URIBLICTION ANERE STORNI PANEL Witt BE INSTALED, AW FOR A fACTOR K( AXIM MO PUW*TK 0 LOATe FIJ a Me SNALL No EXOM NE M UN fk") OMQ" PREBBUNE WWOS O&CATED 04 S'IEM CA) MINIMUM T"001 , W KM WOO OF TAPC6M ANCROKSHALL BE I 11r AND 9' FOR ELO PANE Q15 12 17, At AND PANtuou Fftu 101 IN 0 VMRY IfIE ABOW COMMON, ULIWAW M54N WHO LOADS 0CFERMINEO PfA ASM 1-16 SMALL BE fIRST TO A-1M OCRON PPtSkft RATINQ W MULTIPLONG TWM BY 0.6 IN ORDERTO VOMPAIRE 7Hm W/ MAX (A.S.II) C2) &"mum "mro pmm'noK or LAO ScArk INTO Tw FWME E 1 7/21� no THREADED DO=I VOU mm = 000 PRESSURE RAMOS INOMOD ON VEM 3, 0 "M 12 4 17, 18, PENEIRAT9W KID STUCCO ss4k BE OQNSfMRw AS PART ROU PENrMKMW, IN ON" TO VVQFY MOT AMOK RME 94 ALLO#~ , , MS Q0 THIS RLM AS ISM WERE NOT 04M SVOSM, 1, 439 M , "NO IkW USIM Mz'009 ARAVY60 FASIObdr SPACM 10 WOOCI HAS WXN MWWNED W C4, NO"* ED= DIVANCE OF W =AEWk WO WOOO SHAILL BE AS INDRAIM 04 THIS OMWW =i .101E ;f,�K 1IMIA PANrLS AMWAPY FOR ONFACT AND WIND #E!B1TAXC5 HAS BEEN VERWEV IN ACCORDANM MTHBEOWN ISOM1.2 Of C4) NNW* PEAMNON OF WOW WSMNG $$44L BE S/4' 1/4* V-20 SCREWS USM S�KL BE A I/.- LOW MINIMUM M ABOIiT MENT000 CODE AS PER AMEMCAOIEST L48 OF SIDUTH FLORIDA 417DWS 0061+01-01, AND #0219.02-Osi AS SHOULD VUCCO UIST� AND 1' 4001" FOR WALLS WITH NO ")CCO, PWSM 12,0 IN, ASTO ESP-= STAMOMM, AMR AMERICAN10"M VA SOUTH nORdkAEPW ITIUM OASPER C�S) IN CW TI'AT PRFCARt god, OPPWAV CONCRM PMaSr, BRICCO OR WOOD SWIM BE FOOND ON M MRSTIN6 TAS-201 AND IAS-203 PROTOCOLZ At 0 AS PER CALCULATIONS PEWORvBO IN ACCOROANCE W/ MCTIOR 104 ;F, FLORIDA SUILOO10 CODE, ZOAM"WA TO KAW THS, MAIN SM)CW 0000 SOCK PANELS, BE==CJ)� RAM BE 4 C2) III CA) 2, ALL� ALUMINUM UTRUSIONS 70 BE W54-16 ALLOY 0010 1EMPOR, (1UN" OMMSE NORM)� SEE SHRT 2 (M ANCHOR$ SHALL BE INSTALLED TbTLDIi0NU AU OF THE MD'ZPWFVAMNS Of THE ANCHOW5 .N ALL ALUMINUM! SHEET M04 USM AT �CLOSURM 514A&L 84VE 310"14 AtIDY M 0#44 MAY At% WE FIWALLM ROARONTALLI FOLIONM INSTALLATION OMS SHOWN 04 SECT" I 789OWN 0 (SKETS 4 4 ALL SIM SHECT WK PA'WaS IBIAU HAW SfWQCWR& 00911TSTEEL, ASN A-06S V40E W MPOW0, 13-09 WVAMM Twq"H 5) vctm %AT mu"R50 & (g sNAu- NOT ot usm SIM bW%WkI1ON A�I`Y- "I " WIEN WPLM�� 9. 9,*IALL BE TK 9ESPOW" OF'TK CONTRACTOR TO WROFY rdt SOUNONMS OF THE STRUCRW WHERE SHUTIM 0 70 BE 5. ALL SCROS TO RE VANLESS STEEL, -10 OR SISASf BERM 09 CORROSION WWW COAM CARRON STEEL AS PER IM ATTACHED TO INSURE PROPER ANCHORWC THIS Z4UMR SHALIo ONLY RE ATrACHED TO C04CAM BLOCK OR WOOD fRAMF SMI 5 W1 50 kFA VEW SMM04 AND DO kM UNSI�E WIMN AND SMALL COMPLY W/ FLORIDA MIMUNG OOK SECROW 24M3.3.& 1cf, EACH REWAR BMW WAWL 1074'LENCTHS " 9*11 As PER SECRONS il'2, 4, S, 0 AND AtTERNAITO IW,4W & 4W 6, BOLTS TO, BE ASTU A-307 CALJANM Met, OR AM Xt WOM STAMLEM SWL� ", 36 k9 MINIMUM 1W STFIENOTI, =41 54 6 & APPLICABLE FIONMRMUNT OURNIC PMW$ OF RUNNIZAK WARNINO, 7� ANCHORD 10 WALL SHALL BE AS FOLLOW& I I � THE *SrWATM CONTRACTOR IS TO SEAL/CAAK ALL SHILITTER COMPONENT EDOM Wkici* REMAIN IN CONTINUOUS CONTACT WIIH THE BKOW rp pftvw wmjw INTRUSION, "'FACTURED BY VT�% VOLOM JK, 00, ro-MITZ T,44,) iz= w1as AFZWZ�IIUL CONK( "114 INDWE0 IN THIS ORNAINC PLUS ART BUILDING AND ZONM MOULAIMS at;No� 1/4- 0,9 I'J$' 00-104'ANCHORS, a MANUFACT11,O'BY MWALI W, WHERE POW is Appm TM 1/410 . VA, 56to-sc ANQI� AS DISTRIBUTED BY ALI POINT SO" SIMT a DPECi&TY (4) THIS PRODUCT EVALUATION DOCUMENT (#-".) PREPARED SY THIS LNGINUR I$ MNERIC AND C104 NOT PRO140t INFORMATION PANawm PUU$'mCI4oFc AS MANUFACTURED BY ELqo Cmsmnom PRODUCTS, FOR 4 SITE spgam PRO,90TI, 1* *HERE INE sn CONORIOw MWE FFOWI TIC P40. AS W"ACTUM BY Ob*LT, IND. �14) CONMACTOR 10 BE POPONSW FOR 114C $MEPTI&� PURCHA$C AND 4MAIATION INCtOOND WE SArm OF thig PRODUCT A,I) M RIMum, EMSEDMEV Or 10POON ANCRO" INTO POURED tONCRETE SMALL EW I 3/4'i 2' FOR, a4O PANELAMTt AM B&$ED ON T41S P-LO PRIPMED HE/SHIEDOM MDT 000ATE FROM THE CONDITIONS MMUD ON THS 001hxmpv� 'At". COMBTRUCTION SAVVY AT SITE M THE CONTRACTORS MPONSMAY, I FOR ZMM0 NNUN ANCRORS. A,2) qALK-NI A SDUS-4a ANChon SftL RE DWOM I/fI' INTO THE POURED CQNCRM NO OAKDMM INTO w THis PROP-4- OkOARON 000*w ),ALL a CONSIDERM wvA0 * MODIFIED, STIC00 SHALL BE "M- 1/4' 4-RO SCRE-05 USED SHIA K 1 1/2- LOK UINIMUNI VIOULD VVCCO MIST, (4) 51% SPWM PROXCM, SWAL M PREPARED OYA FLORIDA RECUMM ENKUNCM OR AR41,� WHICH WILL MC(w NE AND I' MfNMQM FOR INALLS, "IN NO SPXW, AND MAY BE HONAt SCRm'QR AU TMAOMID ICAVA51II/D 00Z, bawmR OF Amm tv'MR FOR 1HE PRWWf AND WHO MU RE RMPONS" FOR NIS UMM� BUT WITH AM"a NM PROM USE OF THE, VZO, OF ROOM ACING AS A CELOCA10 "REER TO THE P M ENGINEK SMALL SUBMIT 70 THIS &AFTER 'M SITE SPECIFIC MOODS Mg AM" IN CASE THAT PRMA31 STVNE� PREOW CONCRETE PAMU, PAVERS, SIR= OR WOW BOARDS HE MIND DO THE tXPRO WALL OR fWOR, ANCHORS SNAU. BE �M ENQUPf TO REACH THE, *0 SMMRE 90M SkIckf PAN" W THIS PX-M 04u am THE NAL Sm AND SMATUK Uf THE PROPESM" ANICHIMAMI 90JL PE AS 000OWU IN A.1) AND IN A.2). u(CINUR OF RZODRD T1w I C SHUTTER MANUFACTURMS L40EL WALL, RE LOCATED ON 4 ft"Y VISIBLE LOrAT" At STORM PO4 SHUTMR IN ACCOIC14INCE W" SECTION, 1109,S,Z OT FLOW Bk"Nd COM, ONE LAWL 1/4, p TAPCON ANCHICAS AS MANUFACTURED BY L1, W, ]JULDIM, INC- PON O&W OFINRIC, LNMJNq 70 COMPLY WTWWr4N V7094.3 OFNE 1,14�'O . 1/8' CALK -IN ANCKOM, AS ~ACWRft BY:004t. INC, OOOF- 1/0# A 4/4- SOLD-Ser mcmft' As wrtimm BY AU- POINT S"m' Ott * SPOWLly C4, #14-10 PANUOKM FM4LE M AND AMADLIAW PLUS ANCHdIIS,, AS MWACTURW BY ELM t"StNUODON w I/V 0 VAK NA" ANCHem, AS By MWAU. wt, it", IS 1) wwuxt awDmmr OF wm Amcow. am PINIeWATES *40 ImAz NAAm AmHm wo THE %RVC�i(CE ' FLOW! IA' SUILMNO CODE (Koo #44h velov"Y *I ne Zona)j VILOM UNIT SOILLJO I 1/4�, �r pw UNIT, NO a * w- CAM "ILY"W'sTaL SIOR9 PANEL CA &2) Mg -IN & SMLJD-�w ANCHORS sw�L BE EMBEDDED 1/0- Km THE cONCREm- W%o44 W" StU110 SKU, BE PERMITTED, 1/4- 1�40 =Rt" UM $10" K I J1r toNB MMUOUNI Am 1, mumvm Fm wMis W" No sntm $TAM S pwtw" paum ut, 8a) IN cAsc I*T FKCW STONE, ce pmrA-qT wNeRm"PAN", mmm OR "W &pm Clam 4m ", 51 SOW fvmc� PL =I. lu&vr "'Ir Mol m4pr1w FAW-rl� 0*)w-?sk VATWO WAIL ANCNM %WLL BE LONG JENOLM TO MACH THE MAN STRUICIONE 'Low ANOWAM SWI BE AS MMndNW IN Mi) AND IN IL2)� Jm"NI JA. pl. I IN, �IM MUREQ A-TLQN DUALS EQRSEQUIOAft EA CONCREU R WMETE ILQU Os"4 POURED 'CONCREIZ DR mum Cowcam BLOCK CONCRETE A90im vogam ANCHORS wt SCHEDULE am$ 9 TNmai to) pam'm POURED OWRETE CA Air "m Owl* 6 J)w uc CONCRETE A MAE= SZPA%k1M TO r aAa (sm Sam" 59PAAOM TO ULM, (Sm SmEbuw ON SHEET PANM �e� Om SwEma SEPARAMON V max, I I ON sHtu 3) ow"MANCHM To OL�45. PANEILI LENGTH PANEL iv4T" SoNeDuLE (Sm sbiqwu tr LEON �11 ON ON, $HIM 4 S J, WWI BOX, MIT I SON OF V le it 72 Ilr BLOCK, (OZ APfwMw1 i CONCRETE i I y'=19 UA #A' REQUIRED, tsumuz V, 0-c- SHEEM 9 Twww tal WEN s" TOCNILY Allp '11 CONCRETE I; PWRW CONCRETE: ANC,A _�2 0 OLM REQUIRED. CONCRETE 44 ARE 0MOUNIM, 0a Smpmr ON -(SQ: V ON SH&M 9 T4ROUt" 10) SHEETS 04rom 10) IWO MOUNTING SECTIONJ WALE S/4-1- bEUDOK- 2 SCALE 3/9-1, 3 11 'tiOtIONANIN, VA ........... % 4 OWE -(Won Wgh Woo* Ifurrkv- 2INIP)l F-D. 04E mamm 9 & I DO I IN ANY z -' .44167 ilk -J%, STATE 24 UGE GALVANIZED STEEL STORM PANEL OLOOK PROUCTMN PRODUM LUC. m TIN Ft* .4m W= ss hi 12ETAIL5 PRAMLAR EANEL ADEQUACY Qf� ZX15TIMM WOOD W-AMTD BE CERTIFIED BY ft" �GV DR 'RCM;j?N9 WOR ALUMIE 11000 I- UK V. #a w$I0 WO (sm S" ON SHEET I yr-w- $a Ats' 0 ......... ...... wow wmq�-- V 'Amm" '40 Mv WOOD McHOAS 2" ION S"w 3) PANEL 1004 FAMM uwm EX (sm swmLe woo am r-�n ON SHEET 3) cm SCHEDULE it 6ft OF V I NO 0m. WOOD PAMIt' WOO ANDHOAS ew WOOD P46im- ANICHORS SCHEDULE *4 AIL4171§1 m9anyPrE 3"w"'a ScAM vs-r A, BULL Egs 1, INSTALIA-RDN AM VMI.T VAUD FOR VAX, A-S.D- 'top * BOFTEM MOUNTINGS CAN BE MIGNI PRESSURE PATING p.%� AND PANEL LtNaTHS COMBINED W ANY WAY TO SUIT ANY AS PER SCHEDULE$ Ott WEET 2. FOR NEW WOOD FRAME CONMUCTION. WOOD 44167 1 FWMDX BUILDING COE (Ron Wi4h VWet"Oofty Ifu carm %Ono) o"m Iwm 0- SWEOF 24 OA GALVANIZED STEEL STDRW PAW .5z CLOW MUTION PROWMA Ut /TILTECO.... MEMBERS TO BE SGUTHEBIR PjNE No 2, W1 SPECiFIC ,DENSITY OF 0.55 Oft IEQUAL- �,,',UVAL nagAtmus a OWN #w 51, NOW DOS, Avy ? 0-; FW - cn M > 2 (D 0-0 CIO -0 =3 0 _0 0 u- > cn :E c,n E ZO a) L- 0 CD- .0 . =- ca. < w mi 410* C3 Z. LAJ I= oe �� :�-: cp r- C= CL. IMP ILL. Cz C-4 cm z C:: to tj CID E 0 I- (D cn CL (D 0 c- 0 CLL m CIO m LLJ z z SHEET NO. SH 1.31� �M110111,1HILILAIN-A� ENP C=URES DEWLS EN INSTA=QN IN POURED WKWE, QQNCRETE-11.9CK Q& WOOO 51RVCjURES: VAUDLEOR REGULAR. UF 5AFETY A E-Z HAH2 STARM FANEL 0) 5YEEMS OR 3' 3 V* 3 ago-16 AUM & N, AN" VOK lt410 1 414" We" 3w AN01" 0 12, 2 1/2' REALM OR4FAMM IL4) aff AiNa ALMWAV: LED uccom r .2, MS* 10 VARIES AWY ALAN. ANNE CIR um 0mokm cotic" Am age P1.6n: 1w am nv"� =0 lic"14 2 1/2-4 -AlD /' Aum -111, 2 -114- j6V =W. ALVIN. NAME hl� GAP aw 0 CA fwu�" m= W/14c c.* am *= 9ME A (PLANI CASE 0 MW GASE C (PLAN) 5E D (PLAN) SCALE 1/4"-l' SCALE 1/4--l- WALE 1/4'-1* SCALE 1/4'-1' PANDAVE OR A. am - Im- Paul= OR riv W001; SOM Of 0KNING 1 Sam um..� (wN, - pAqm CQNCPIK BLOCK T 0 A Appuvw to a it) OVERLAP B&M I "No"I *Pam w0m) FARM = OR 21W wm nwa IVA* Mu. 7,' CR(D VIEW W/ momm Few VARIES 0=10 DISTAh" - - - - - - - - - - - I=Zwgm , CASE 9 (P p, SCALE 114*.1* AP VALID FOR DIRM MOM INSTALLAIliDN ONLT CWM PM40L INSTAUATION AT IVALLS fN/ No, 44167 SLWArr U�U VAIWONS Wt)M sle FILM ��Iciclfv HAI ��Iqclfv my ago* Zone) WIN BUILDING CODE jman High"'v PME E (P CASE F umo VAR" ft 24 WE OALVANIMO STEEL STORM PAWL r III, - '""' � 0, on" a" ILV E GLOW PROTECW# PRODUCTS, LLC. ow_i-tzmamr 0 11kc. ax 10 4M SIL 51 SIME WAL, n. =14 20-175 00481111 OL mr, ow a or sit (VAUID ONLY FOR PANEL (I)DWALLATIONS AS PER XTERNATM 1W THRU 4W. ON SHEETS 6 6: 7) MAX A.S10. OEM PRESSURE RAIM MAMN ANCKM SWINQ MR LO. - AS SHOWN ON SHEETS 6 & 7 APPLICASLE TO AL194"M J.&= OF THM UAW" PAM LENM v 00 TAPCON LAS SCREW PANELMATE FEMALE a P'NOLM41 PLUS ausHm; Ir le— IF A* M 13, Ir 13, Ir I r IV 4.161W —11r —6 Ilk, 5 Ile -Ilr— 6 1/2' 2W M 01/4- 12 1/2* a Ile (OMT B. (10p) 00 LESS IP* 13' 13" 13� Ir +4v 45 LESS Ir is, 13, I r ;R"_ 13" Ir Ir .. myom) 5112' 0 TIr 6 112NO., 3 e f/4- 12 1/2' 5 12, L 13, f SEE TAKE #1 FOIR MAX. A.S.D. DESIGN LWDS & WX PANEL LIENGTMS WHEN SPAM (9 IS USED, CORRESPOI40W ONLY TO ALTERNATE ZV ON SHEET 6 1 MAX. AS.D. amm pf"Sift ml*r (p,*.q W.VWM ANCHORS SPACING FOR LD� . AS %4OWN ON %WS 6 & 7 APPLICAKE m A= OF TERV 00001" PANEL wim 'L VIJ upm Lm SCREW PANELINKIE. FEMALE W POW wow mmam 13* is' lwm Ir e * oullow) 0 i/P tjr rr" 6 I/r 12 11r 4 s/v (oug') 7' 71/2- or Ir POP) LESS lIr 6! 51 Ir (80170m) Ir Is, 13, 13, 13, 44%-46. ir wmw) Ir 12r 13" 70- fw) I ir Ir Is- ir /,v lob.) 01/2' e tir $1/2' 61/2- 6 1/4" 31, 4 I tl2r* 7 lIr pt, S Q2� r ii� I a. 12* Is. ir 5 IJA2, MJP) LIs, -13' 13" t lor SEE TAKE #I FOR W. A.S.0 DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER 0 IS USED, CMESPOWNG ONLY TO WEIMTE 2Vr ON SHEET 6 1 Idu 0 A I I ASA DERW LOAD MkVM PANM LDm 40 PSF OR LESS 6,-Ir > 40 PSF TO 50 PSF 61-e ,; w pSF S.-io, > 50 PSF, A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PA91 M&TE aMALE 10 OR PANEL MATE FUS ANCHORS & W1 C" S%WVFq42. 1/2- 04, INSULLAIIQN ]DETAILS INIQ POURED QQNCRETE OR FOR UEL 59M PMELm CQNCRUE ;=.:p0c7Tc-, t^elf MING POUMM A oft SLOW Ir f _T Mix. PAICL LINGTH PAX 1 (SEE OVAMN 014 Sim 12) 0 TO GLAM sa%w= 0 1111MLS SEE agm is A- il pw Ampam I'm & wxm Fm PIS1191ATIONS PRO 100110 FROM KILMOM WIRM AND" SPAM= AND WMARMIL EM OWANIX AM MOM Mind WHEDME. FOR " LESS TOAK Ammm SPA" py $*H ON SMM(R-- Sir ME 'MR Im OPMTA* 74 BE possem SPA4cm U004 A%cm Swu "m of Tv K Imw waom f" t" A"m ON INS ve, 1/4-0 AM%= VM vom ......... NOMA A"" wicam 00 a 3 nMIDA BUILDING CODE fth Valoft arm Zone) *mmwim- 3 A 24 aw 4ALVA"m STEEL STON PAREL I vr A`E D RLWC 9 MOUL PROTECTW PRODUCTS. Uc. r NA1 im P.M, (MYNG-7546, FA* (954)00�571Q 20-375 -SMS"gg ;g-_ 1wI_.1 WARNS 1. I., t I t um 14 or" 0 0 I "All (Y" ONLY FOR PAM C) INSTALLATIONS AS PER SECTIONS I THRO 6, ON SHEETS 4 4& 3) MAX XSM DmwN PRESSLAIM RATINCI (P-0.0 (Y" ONLY FOR PAM C) INSTALLATIONS AS PER SECTIONS I THRO 6, ON SHEETS 4 4& 3) MAX XSM DmwN PRESSLAIM RATINCI (P-0.0 VAX" A"ORS SPA004 MR MIN ED. PER SCHEDULE: 9MIEW &wowm LIERM Mac Azz var.4 I PFOMRM RAVING am" moc"m SpAmm Fm IAN ED PER WHWULE Sam MOULIN PANEL Lamm IV TAMN I Sotx-w 11) 1 PLUS vuc_wm CAU(-m TAPOON SOLID -SET FEMALE ID PANELMOEFE PLUS � xAmAc-wjUN 0AX-IN t�g. , a,,&. -AM * it ammom 70 Ir jw 466 or Tm mam m `10 10 mc it cwo=�m I 10 ou"am! 99; m CO&M OF THEN +45-45 OR ir Is, Ir is, is' I IIiIL Jr Ill is, OR LEM L _TF—F ir Is, ir Ir ir Ir Ir L3:_ le it IAI I CR I= 71, IF _57- -F3;- 13 Ir Ir IV Tr I :9w -7137- I r 73-,�6- ­Ir LiEL Is, ��_ Ir jr it I - I owrmm) I;r 13, 13, 13, 13, 13, Ir ir Ir ir ir is, =tf" jr 13- Ir IT Ir _12r Ir ir Is- ir 11 t/2 2 MP) Ir is, Ir Ir IV, 13, l3r -U' 13' IY 13` 1. � 4 -11-il is, Ir Ir Ir 13* Ir tr Ir tr 13, Ir It it f/Y.2 1210"WO Ir Ir Ir ir Ir Ir I.V 13, 13* Ir Ir Ir 3 13' i3r Ir I 1 '/2. 11 t/2' 3 3 00P) jr 6 1/0 12 Ilr 12 Tf� 4 1/4" 3 (11017014) 2 I/rf a Ipv o I/'. - V; Ile s ( 3 (961W I 1,0W 4 (TOP) Ilr is S. A paP) r er Ww"me Ir a* a. is* ir 7- Vr I- Ir Ir ir Ir Ir ly tr 7V far Ir w Ir IF —ir- IF ir it 1/2* Ef"-q (tom ir Ir Ir Ir Ir ir Ir Ir Is. ir Ir Ir ro—mmko Ir Ir Ir Ir ir Ir Ir Ir ir is' Ir 11 1/2r. it molmu) Ir ir -is Ir Ir Ir 41' Ir 13' Ir Ir 8 C;M ir ir ir ur 13� Ir w Ir Ir Ir 1 1/2' 1 tIr . Mp, 6 NP) $1/4' 111-W 5 Ile 6 144� 6 1/4' 5 114" a Ile rij Mrim 11j;/K a 174* 6 114, a the - - - - 6 1/4' 5 1/4' 9 (WrL-) It Isir 14) t/2' I:r 7r Ir 'r 71/2 6 W 13' 4 I1r V Von 1 IF tv IF" is, a 117 Ir 17F 1117 a 177 17 511'" DOP) To. ir r Is* 13r is - li�L/2 vi to va.Llm Is- 6*1 1 V107014I le ur Ir -Is ir Iw 101 1" Ir i-1-13 t to l'. o i/2-_131_ w 1, 7 t/2 51/2 _"t-t-m 'is- !_!�r 1_-R� 2 --- IF* s. ir Is, —ir I-IR 12V a 1/2. 9 1/1- TT/72! I w HmFl- IV r S. 13' I . 13 Ir -2:- 01/2 3L ii,1/2 to IA 1/2 13 21 111 7 I/r1 13, 1730 13, le i is, IV it' or 13 T ­V,�i; =mm-fl* is, I. Ir 1 13, is" 9 1/2 fg' 111 10 1/2 _? 7 t9 13* 6 1 13r' I Ilrj Ir i is* 13! Iw is, 1w III . a, Ir 9 1/2- 3 (top) 12 I/aJI2 wr 5 0� a 1/4� u t/2, A tie - 6 1/4- 5 1/4� 3 6 fW 0 1/4* 3 00"001) of, a ve 11 r e 4 1/2 1/2" 3 4 LILr _j:_ _E_ r I- r 0' e 4 1/2' 3 Ile 5 1/2' a* 4 (Tap) It" s 1/2" _L_ 4 a' 'Ir - T`1r - 4 Is *1/2. tr 1 91 13, a IR is- -131- A w ir w S" Via* is, yr po Vol 7 vr 1 Ir 15 Ilr I'v al Is, 13, — 101 — Ir to, III w 1 41 is vi� - S lirl 4 1/2' Ir e 13, Ir a I'M Ir 8 'Ir 2 tjr 6 I/r 8 1/4' 6 1/4* G,Y4 : - ! 1/4-14 SEE ow 11 FAA ANCHORS Im a wv0w m fwmiLm" Him Imm MAME um� e MI*W 40" WMAXIS ANO MIRMLOW = 051004t ME MAIM ON INS MR EA LESS IYAN #MWM M 90iMU ROM ANOM 0%tINIX Of MOICIPLYIND SWNG INOWN ON 5MMULIE OY THE FO� 0010M RIS THIS WMTKW 70 BE P01311114 NVXX= !IA� MIANED LOA FAMM *WL Not K LEIS I%W A1001111) SMM WCAVO nR 1AW ANCIM M ON on smlmtqz. ANCHOR TOE %"-SU wo" ANI*m vAcm 00 4 I/C Jt!d_ M04VAPMBM j 3 t/r 06TAINSPLIXI IMMMIE AM, 04 3 s _i/r 3 iX a ip 3 I/r 4 AMOL amma (EM) am 140 $A S1W:*= ONLY Y" W14N SPACM(M IS I=. SEE 1 FOR NAX 4D DESIGN LOAM 4 MAX PANEL UENCRIS WHEN PAM &M A" #A A Mm" PN*L LEW" 40 PSF OR LESS C-6. > 40 PSF TO 50 PSF W-2- > 50 PSF TO, 60 PSF V-10* A JAW PAWL 1.04M ARE 0 VALIO FOR INSTALLATIONS W/ S" SET ANCHORS & W/u SPACER xr 12 1/!* D.C. (SEE smitm a ALTERMTM ON vium 13, K is *10) O.M.4). -U/14 41­10/13, _Akh,R-tA/13, R-2k/M, R I It V/14, _V"R�fAW/15. R-20/115. R-30/16, R-low/115. R-20W/Is, R-39WAIi. 0 0 0 0 0 Oil L�2 Di" V-s-) PANEL UNM RE.,Am 0. W-r 0 4404-40.0 M& (w/ omw W PANEL WWH WLT) --j ---------- UFE mx� S1 FIN EL t (w/o inium- mm Pmm Um." BM7) WA T A UZ 2'-a' W. PANEL L04M 1/4* -io.1 At ALL NrUNTINI(IS � _1 S Si IS X /*d- i- jr L_A_ LJ�l Ir HES 'It i In 0 0i PAN CDRM1!ZS 0 WN L--"m Nor a Lvt RIGHT P`AMEL t INSEALLATIONS ONLYVAJUV FOR WIND I' VAN. R-IA/M R-2A/M R-3A/14. 11-44/13, R-20/13. R-39/K SPEW VP 70 170 mp.h. *R-18*/15. N­uw/i�. ft-uw/m R-26W/15. R-30W/16. (SEE SECTIONS At ALTUM7M ON SHEETS 13, It, 36 SAEM SMRM ?AM 01) EINVEMN W 4"01 SCALE Slow PANEL ma, . ....... ... LIFE &�x pma FLORIDA 8"NQ CODE �Non Migh Wooffty N calle Zan*) 'k- alm IlLum W. FA ORMN pl, Jt 14 UK GALVANIZED STEEL STORM PAM 11LIECO GLOWIL PROTECTM PRODUCM M. SEGIMN A ow 02 MAP 20-175 m L _4 m WAN !*E OLTO & &I -*.. Flaw 4419 F09 - i INS-TAUAIRS DETAILS INTO -EQ& UFE SMETY Woo muc PANELn, TT NEWER 1) RED OW WADER IA77 FIT "g, XA MEN N 7 Li u M"a, w4 GLASS o T_ Ww—r--) E� MAIL, PANEL LENc," PAREL L04M (SEE O&AMON PANEL L04MW (SEE 12) ON I PANEL LE110111 ON BMW 12) D—SEPAquw"— TO OLAM ArA*OM- GLAS& , _+11 -4) ur If 4 TAPM Rmsup" g 2'A* Wm a" L I O.C. STAW00 W/ STUD WAGNMED W/ . Sm t W A _�4 Ift)60 " wow Alt.*117 A-4 REoum goo MON Lamy W F A fUMMLAR UPA k= JA I AN SUA AFE T. YNP�IAINIE'L w"WRAM-1 No Aim 1. INSTALLATION ARE ONLY VALID FOR AS.D. DE$IC4 PRESSURE RATINdS (p. AND PANEL LEI& ON$ AS PER ELEVATION ON SHEV 12. 2. FOR NEW WOW FRAME CONSTRUCTION; w— STATE Um I"m 14t, i7LE c U.N. /T FLORIDA MWING CODE Wn High Voloeft 14ij one Zone) 24 GAGE GALVANIZED STEEL STAt PANEL N P-01 0W00t %) OLOW PROTOMON PRONCTS, LM MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Oi55 NAA 4w wm,� a" PHOND W4 Ox� DENSITY OF OR EQUAL Maim =I avow is win (VAUD ONLY FOR PER SECTIONS I T14RU % ON SHEETS 4 & 5) VAL A$A DEVGN PRESSLWE RATING MAMJM ANCHORS SPA** FOR WIN LO PER SCHEDULE BELOW APPLICAMI 10 SECyan at MAX" PANEL I . DESIGN PRESSURE MA)0MUM WNM VACIW FOR MW ED. PER SOMILE BELM A; MVARN PARM. LENOTH %. TAMN I SOUD-SET 741 ID ZAMAC-MAJUN D­­ scu"ET 10. a ZAMAG-N" _10 monx � >.a To Is. it- w Is. ir 'r LT� r"m jr lir I m st-o' OR I= -76 TO I 5* Ve to I/T Is- !�I� 3L jj�� 12�n * i/r. Ir 4 1 (T On V-0 OR LESS Ir 13' ty Ir Ir Ir is, _�ILL Ir 137 1w is- 7_1�2- Ir, I:r Ir r Is" ir T4r 7 11r Ir r I (11017M) ir ir 13, Ir- is, ir Ir Ir Ir le I(ir Ir S, Ir to? 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SKI: #1 MR MAX x5a OEM LOW & wx =wWHEN SPAM CIS USED. %MAE A PANEL, umm 40 PSF OR LESS 6*-11* > 40 PSF TO 50 KF 15'-2- > 60 PSF M 60 PSF w-16. A'WX PANEL IDIOM ARE ONAY VAUO FOR INSTALLATIONS W1 SOLID SET ANCHORS & W1 ("SPACER AT 12 1/2' O.C. R ;,V�_ X0 Sm Aom 15 At to m 4404cm Atom Tft 1/41. TML* *WALija" ifflo rj�foR 014" AMCHON SPACOM 00 "A" ANam wmm 0.) 00 VIA,* 0,4 3 3 WINE I)GYMCE ME 000710 04 TM SamAp- " ro. Lm 7WA INKATIM ON SONEOM REDUCE ANCiM WAMM SY "liftym vmw spm ON mm Swu NOT K Lns TKAP AMK Off BUM XQ FAMM r on 104" SpAchwo VIDIDATM "R EACH MOM TIPE ON THIS ScHm" NATION " 1z INSTALLOON MAILS 028 UFE MEETY PANEL INTO WOOD STRUCTURES --ryv p 'rn 7r,-= WEN" RED t/A, MAX t GLASS # Emw f PANEL tDOH PANEL LENGIM 7 (SEE "AIM (SM ELEVA11DII ON S"W 12) om SHEET 12) vx z Or 4' 02 LA PLATE _J+*0�PAN%XVAX PLUS, RKEOWWRKmo PANELAWE MIS MCNOR 0 12 I/V ac R a 12L llr O.0 ij ffff k3AW SCALE 3/ai- 44167 FLORIDA BU(LDING CODE (N*n High Velocity Nu "Ify W cone Zan*) TA 1, INVAUATION ARE ONLY VAUD FOR MM. A.S.O. STATE Of Z4 1rA0E GALVANM SML SIM PANEL DRAWN P, DMO14 PM!iURE RATINGS (&o.j&D EL R OLOUL PROTECT" PRODUCM U.C. 0/27/30211 11LIECOmc. LENGTHS AS PER EIVATION 12. MEMBERS To BE S"ERN PINE No 2, W/` SPECIFIC DENSITY OF OA5 00 EQUAL I muts or to _1�­A Q) C/) —cu > 0 -1- A, 0 0 2 cu a) 0 0 0 m cn 0 —0 C) .0 LL I.- 0 cu > cn .- cn -0 E 0 0" C)- C= cr) z z w =I LLJ C3 cz ckc c%q >< LA_ cl- cm C-4 w cc cc E 0 t cn CIO 0 L_ co CL 0- 0 cu 0 CLL CIO m LIJ __j SHEET NO. SH 1.4. VF r, IYEIC L ELEY91ON EOR SERIES 2990 E-Z HANG STORM EANEL X MMM M SCALE: 3/32!-l' t EN�G�- � 1, , NEERINC3 ENOINCERIING F-XPRIM.11111130 1*R00U0t EVALUATION REPORT September is, 2020 ApplivalforiNwriber R2 1EXProject,Namber, M ProdUctManufactiner. AllAmorican3huftorstandGlass MawlacturerAddrom ISO DonnaftiRdl Wast Paho amok FL 33409 ProductNwnv40wwpffom 24go0alvardzedStesiStortnParmlis La%o Missile Impact Resistant. Scope of Evaluatton: This Product Evakr8tion w4h the Irequiternents of the Florida "op"ZI* 078 OwiftConunisson) Rule Chelpor 0102 016, �Al!f-.,,$Wfev4deaccooMmoporKoftdi(d), The product noW above has been toslad andidus"luallsd As sUmmarized herein tashow compliance w4h the Flordle Buildift Code savwft Edition (202M and kfor the purpose intended, at isast equivalent b that requirail'by the Code, RbAvalustion of this product shall be raquired folWng pertinent Florida BUildim Code moc"caltom or revilalm. Suitistantleffog Data: - PRODUCT jAJUA710N DMVENM EX drawinoV04116430od 124go Galvanized Steeflittorm PanoboWHZ & N=4M4Z)% shoots 1-5, =�VJeP%jqeoAjV EKpfM, signed &$081ad by Proftkeenrealip, P.E. IS mT�InftIarp*dcf1hlR A QrL hoolow Wftdln scordstroavAthTAS202tast standards pat tom ,roport(s) *STASG41-004 by BecimalorTesfing, Ino. Urge marsile Impact resistance and Pick loading Performance has been looled In accordance with TAB 2M andTAS 203 tastelardards portast rep") *ST-A$G-1 7-M by Bla&wtor Testing, Inc. - RNOWLENGINEENNOVALCULATIONS Structural enilinwring calculations havabsen papered which oftfuots, the prodod based on comparalfm and/or raftnalanalysis to qualry the MoWrig desigi cigods: 1� Maximum Allowable Spans 2, fArilloft AllbWable Spons, 3, Minimum OAM Separation k AnGhorapscir* 141y Sw 12M AVF.4�ir -50ITL 104, DEERFIELD BEACH, FWAzoA 33442 (454) 354-066U 1 (066) 396-"99 LAST PMELO TO BE INSTALLED Al OCI OPENIO 11111 ALWAYS BE REAR TO FACILITATE INSTALLATION IF INTENDED 0 =V PV SI ?" W' I I BE ALLE DE or SMICTURE. sgns-i (1)� DEFIN E-Z HANG STORM PANEL SWYSTEW CONSIRrALk �11 LL TRACKS TOP & WrTOM. (2). END PANELS SHALL AMICSISE,001,01W B EAR . I: TRACK (AHMISE A STOP or Slx�`I PANELS. "'ON (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CON*N&MVT*"N SHIALL CONSIST OF 1/4'6-2093/4' MS, W/ 1/916.3,132" WING NUT ORL;/ C�4�00XO3/,4 r ; OTTOM M R To X OF Tim TRACK, FZTI� = MCKYEIBEINA7 EERO 0 EMRM FLAT FLANCIES OF DO PANEL, (4), IN CASE THAT END PANELS ARE NOT CONNECM TO BOTTOM TRACK (Le. A STOP W IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS MCATED ON NOTE (3) AWW- IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM MCK MAY OCCUR AT ANY PANEL LOCAMN. 5 ONLY VAUD FOR WIND 170 M�P.N I .-Affian.vENGINFEERING Pop2d2 All Amedtan Shuttem and Gins — 24P CalvoiUd Sled Storm Parols No 33% Inorwase In has been O"d In thodeabn ofthl-s-ppoJUDL Separation frorriglazing Is not requIred otww zone 4 and sewtial fadiflift, Impact ftsistance. in# ImpootRosistarwanas been damoirstrolod ass Wroport(s VWI , ad OW Is 90courgod for In the Onlibutwing das* of ths product. WtWd Load Resistance lWa product has been dealped to calsvind loods as indWed In the span schodole(s),on the reopective Product Evalustion Document #,e� anglosortntil drawlto, be Installed In Product I!yaludon Document f.w =110103:14ng won6wtne Product con"nonts sholl be of the material specilled in TIM producfs tftpac#ve Product Evaluation Doournent 0.0. anillinseft diswing). Limitations & ContWollis of Use: LIU of this product shall be in strict accordance with the rospeclive Product Evaluation Document V-e, engineeft dwMno) as noted hersin. AJI suppo" host structures, shall be closignedto resIst all sw)orimposod loads and shR1 be of a material Wed rosprodke awhorsolvoi4le, Hosteryclure cordiftnowhich are not accounted for In this products respective enchoradiodule shAll'bo,dosigned for on a afte-specific basis by it regletwool professional engineer. All component vNch are pormonerrIly Installed shall be protected agairat corrosion. omambleribo, mid WhorsochchonapateRVITIos, Tfft product luts been desIgned for isswithin and outside the High VIEW* Hurricane Zone OWR*� Rospec-My. "" I �t-,-V7 Prank 13crorwo, PE Ewwuma ExPREsO #PBOWM9 I Cori, Auth, 9W 1,00 SVV On AvzNut So "E""', eiAtH, FIqZt—** 33442 (454) 35.11.0 1 (Z.6) .,6-9999 TfAK@ENGIwvvR1NfiEXPx0sS, CON E-NGjKE*ItjNGEVJ`RE55,CQM v 4M, 'A' I �vv, no 7F Y X W9.111 N11 a --a zv -3g 3p wl- r i�pm- OEM& T", LLJ 4": vw�z ;4 td� 0311 qRz A ;w� ";UM 141; di U INSTALLOON DETAILS -FOR INTO POURED CONCREIE, CQL1rjRETE SERIES MG STORM EANELfD MCK AND WMD SIRUCIURES CONCRETE BUICK "i4w mnm W4 CAAV%� 0 A& FROM 140' HEK WAD FROM EWE OF WAr r-@ J IM I A To A".1416 POP POP Rw wx PO4EIL PANEL LENGTH T- 16 4*0-20*r UMMOREV 5" OF, V q 7 112 V14 TAPCON ANCHOR Ir olc� 12* O.Q, CONCRETE 81LOCK -1 REDUMM SCALE 3/8 1' v am 1. INSTALLATION ARE ONLY VAUD FOR MAX, X&O- DESIGN S11U- =15EZ�T' % FLOW BUILDING CODE 2f!n Nigh Vatovity Hu y Hu Hu one Zone)[ 4 w- 24 UIX GAILVANUM SML SION PANEL DPW ft. PRM,URE PAMIG +/- 40.0 p^f, AND B�-O" MAX PANEL. LENGTH, 2. MR NEW WM* FPME CONSTRWtION: WOOD STATE (I �M�tm M-N FRMUM, 1JX. IL KLC 0 10191, *%1rw1L1%ff "W' 440� MEMBERS TO BE SOUTHERN P94E No 2, W/ SPECIFIC 00-L t#IH)ww-"w Fw (WAO-#M 26-17S DENSITY OF ON OR EQUAL onq I — 1 mow, V* lug PL ALL AM-MCM SHUTTERS AND GLASS HZ L4 NOWHVHZ) VA -,STEEI - O.RM PANEI-5,�HV �;a GAt -NIZEO -,,gT IIRECS, MANG NUTS,-ME45NED VFERTICAL M'(>UN-r E-LEV-A I (NbT-JbHt0 PAN-ELSJ, IT EEVATT% ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDUM 244ALIOEM4 h%*MUMSTOVAM4a5E0AAAWNfWMQA% A"wAav, 1NSUUAn0kSLW �HIMUAtIONSCREAtUr VANKnVol (PSFj ANA M 1. zf"; ,Cf;II: A�Rft'!S K 11 .USED SER OR OWUMOR wwxusnup A C 4 XIMUK E 0 P C TiONS a DRAWN M T N, PRON, MINIMUM ALLOWABLE SPAN SCHEDULE kAlu- FFkl`4t:L!* "Mu — — — — -- — 1A ........... BE= ruli X tZ r iFNDI TI ';L UN=TRPmArION VETWM LOADS IS ACCEPTASMOTMIMMMNEKTHASHRIOAD GLASS SEPARATION NOTE-S: eloo F— MINIMUM AUJOWAELESEPARATI04 MOM THIEOPONINGTO SEFWIWW� 2- SCHISAILEISMQUIRED FORUSIE WITH POSITArk LOADS OftX INTEROMATION BEtWIM WADS IS ACCWA0U4VtH91HNM USE NEXT HIGHER wm"* LOAD, 3. MR INSTALLMONSOUTSMVTHP HVHZ AND OUTWfOFfSSVAMA.L SCHEDULE I$NOT REWIRED Aga uQHINn4UMLSB, 'ARATION PRW THE minw--Tw OPENING IS Rmig-M, 0 ONAUNTERTOR FASTEMNIS DETAIL IN MGM m4l .j 4' - �1677F��V`" W T T zal --I A T— Ilk, 4. tr li;�� r.0 ff LIZ, =rTT 014 tA- PAWL !4, 0& U �5 Tfo, - , 21 1 1 W� - I I , �: 8 T Soto 4'MAX— tDRAIMMOWWOFTAL Vasa, MAIL 25IMAY. MA. Kul 0 ALEG �ESS PANEL DETAIL P ,N 11 M-01 FASTENTING �� 11111: 1 L AN 'HOR $!ACING mkx.omuox� PROxwow (farl '14 5z 5z *� 4 5z tz 12 +1 0 a— 3T 5z YIFT 1 —111. MOP Is )RINIIII11pi'll S'QHEDULE, 19 1! 59-rARCI! mllzmn.-Z, to go 7 x I , 0-witys-f I 4�2 Icz CR &A. ",IN 0 Ca 1-i C� jt� "Yot �2, 021 C4 ITT = ±4 =4 `�**' 101101"g C3 '44- R.0 �418 rl, aaf� 4410" 1=111 6*11 16, -9n 33 49 1,4-v t 07 lzis !t.V, la -VI 34 N 42's" 6.1r. tl�v IS15If j64" V-V ILI", 9,1� t4 MV, xu� M i2-r 24q, IIEV nr IZF57� lo 14j" Isx 2, 1,7 12�5� 160V A �64 c IaLl" Sq- I V. Ila- 1*7" '6�o, �w -1%S -181Y k 72AF14 w0<otCUw 2 id.v! tL011 1 if a 1 -7- I `fAFGM1PKW 41, 3M12M.". jc-: ; 71 4Z5' 1'8LQ"�3` _k6! 14,4�.'Izvj tlx, Uo. 10.61. Lmv sr, LIX 1�,V, lcsv� I&& A4T rgfflo"w 4t ., 1r,,0?I fw- tz�5- -ISIV, ZVI ELM ANCHOR40TES: 1, ANCHOqSWE00�LE AppVF4 TORIL PRQWJM C�Ffi:t HEWN, UrONLtNtWI0Vs MAXII"WRAUG"YAJIMANCHOR S"ACNo' A. rIMvRES INDDCATEL) KAXINUM ENRERANMO9 SCHEDULE EASED ON, PANEL FASTENER ISPACM, THE M$TTW BT�UMRE THAN -OR PQUALTON%ATIVE Dt$IGN f UALTO151r1*S11,AN.1,WLE, ION IS g lcLjrjN ON 1014VTHALLIA- PL FAS�FENE9-' irACIW; 7AELF VALUS8 FOR I�Mm, 5ftleki DESSTUCM A14o OTHERWkIL-L -EE4VISLff=8Y T, TO FINISSHES WALL OR SHALL lipm AC*WA�EI.YTRAPASFMkOADST)dHCGr�iTRLLCFVPX-_ fh CDNMIETEANCMIS� NMD HM, M SH�Lgt-�EMEIEDDM TO UN-WCIft EONMI�M ONLY. 91, VET "�A = , , RE1NTVAQE0VXMWPPPFRAMfW IIIEMIE� N 7r PLYW.WD, FAaTENINQ TO M%MDT TCE 4'1'1 -E ONLY,RPR SIDE CLOSIURE PLECF�5' 10, WHERE ANCHWEASU34 TO WROW FACE 01`�TIJI T� -Eftoc�AnDm CENTEROFNOWNAL2,L X4'(WN,)W0OD8VD EDGE D1STANg1S;keqEPTAbLE EOkWOOD "G�Q,55GR,-.P TO D 5 % , , Ff%MWGI, WOCOSTUD'WALLBE-SMr.HEM-34�%il EN M, LA SME* $kA4 4IIIIEPM14PS PAN44FAD C4,M W-AD, Co"'R 12 IIA-11 R, ROD V :_MVMt LRE�t HEAR T THISSHE" 61V 6.3' 1'� ": - , -, 5,2 IT'imm U�!,, �r MA Aar" A�V' f,251 MY' 4�1` 4Xf- -Q—T. AZ]� 0' 1-1E 44115" 4 �6,95" - IN 443-1 1,115 ery uxi An ��t 16.& 7�,S- J�'. TF, -a,-, 12 v REII 9,3- iz, mv., ir IZ511 16& 7�7` iLs- 4.4 �6,2,3',' 15,23" IST 4V 3J1 �w. 13AI, !�Z` �2L �24�' 4Z 3_f Mr 1,000C. f . 0. L *-, wall 11 =11 I 1111 I -am 11111 PON Islam I I In %00113 � in -�-j (D wall 11 =11 I 1111 I -am 11111 PON Islam I I In %00113 � in -�-j (D -�-j (D (1) C- U) —00 > 0 0 0 2 Cn -ca 0 C- M C- 0 LL- %+- 0 Co > .Cn E 0 a) 0" C/) 0- z z w mi C= CL CL ad M . f CD CJ cu In CL 4� Cn -4--j C/) 0 L- 0- 0— U C: C0 A— Cf) co Im w z z a_ SHEET NO. IS H 1